pf0-01 existing conditions and demolition plan · scale: 1/16" = 1'-0" 2 4 8 true...
TRANSCRIPT
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PROJECT NO. ISSUED BY:
ISSUEDDATE:
TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Playing Field Design4800 Main Street, Suite 300Kansas City, Missouri, 64112816.221.1500
TM
Cardinal Engineering525 Central Park Drive, Suite 500Oklahoma City, Oklahoma 73105405-842-1066
Civil Engineer
JAC
OB
S T
RAC
K A
ND
FIE
LD
FAC
ILIT
YIN
FIE
LD
Renovatio
nN
orman, O
klahoma
FOR
REFE
RENC
E ON
LY -
NOT
FOR
CONS
TRUC
TION
CONSTRUCTIONDOCUMENTSAPRIL 17, 2020
19.4930
REV # DATE DESCRIPTION
04.17.2020
Copyright 2020 ©
4/17/2
020 9
:30 P
M
LEGEND
PLAYING FIELD DEMOLITION PLAN1/16" = 1'-0"
0 3216
SCALE: 1/16" = 1'-0"
2 4 8
TRUE NORTH
EXISTING CONDITIONSAND DEMOLITION PLAN
PF0-01
EXISTING SHOT-PUT PADTO REMAIN UNDISTURBED
EXISTING SHOT-PUT PADTO REMAIN UNDISTURBED
EXISTING SHOT-PUT PADTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXCAVATE TODESIGNED SUBGRADEAND REMOVEOFF-SITE, ALL PLAYINGFIELD MATERIALSINCLUDING, BUT NOTLIMITED TO:1. SOD2. ROOTZONE3. DRAINAGE
GRAVEL4. IRRIGATION
EQUIPMENT ANDPIPING
APPROXIMATE LOCATIONOF EXISTING VERTICALLYPLACED HYDRAWAY2000 FLAT PANEL DRAIN.REMOVE EXISTING SANDBACKFILL AND PIPE ANDAND DISPOSE OF OFF SITE
APPROXIMATE LOCATIONOF EXISTING HDPECOLLECTOR PIPEREMOVE EXISTING SANDTRENCH BACKFILL. PIPE ISTO REMAIN.RE: PF3-01 FORMODIFICATIONS ANDADJUSTMENTS
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAININTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAININTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAIN
INTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAIN
INTACT AND UNDISTURBED
PLAYING FIELDDEMOLITION NOTES1. PROTECT PERIMETER TRACK SURFACE
FROM DAMAGE FROM ALLCONSTRUCTION ACTIVITIES AND ALLCONSTRUCTION TRAFFIC.CONTRACTOR IS TO REPAIR ORREPLACE AREAS OF TRACK SURFACEDAMAGED BY PLAYING FIELDCONSTRUCTION OPERATIONS TO THESATISFACTION OF AND AT NO COSTTO THE OWNER.
2. IT IS THE CONTRACTOR'SRESPONSIBILITY TO LOCATE ANY ANDALL UTILITIES WITHIN PROJECT LIMITSPRIOR TO COMMENCEMENT OFEXCAVATION ACTIVITIES.
3. REMOVE ALL EXISTING IRRIGATIONHEADS AND VALVES, LOCATEDWITHIN PROJECT LIMITS AND DELIVERTO OWNER FOR FUTURE USE, PRIORTO COMMENCEMENT OFEXCAVATION ACTIVITIES. ALLIRRIGATION PIPING IS TO BEREMOVED AND DISPOSED OFOFF-SITE.
4. STORMWATER SUB-DRAINAGEPIPING, STRUCTURES, AND TRENCHBACKFILL MATERIALS ARE TO BEREMOVED AND DISPOSED OFOFF-SITE, UNLESS OTHERWISEINDICATED.
5. NOTIFY PLAYING FIELD DESIGNERIMMEDIATELY OF ANY CONDITIONSNOT INDICATED HEREIN.
APPROXIMATE LOCATION OF EXISTING6" MAINLINE SERVICE AND SHUTOFF VALVE
TO REMAIN FOR FUTURE CONNECTION
POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION350 681370.59 2137806.67 1153.15 NORMAN BRASS MONUMENT362 681779.26 2135543.09 1160.63 #4 BAR363 682247.46 2135508.64 1162.32 #4 BAR
HORIZONTAL AND VERTICAL DATUM BASED ON THE CITY OF NORMAN CONTROL MONUMENTSHORIZONTAL DATUM: NAD83 (2011), OKLAHOMA STATE PLANE, SOUTH ZONE
VERTICAL DATUM: NAVD88
PLAYING FIELD EXISTING SUBDRAINAGE NOTES:KNOWN INFORMATION1. LATERAL PIPING IS HYDRAWAY 2000 (OR SIMILAR) DRAIN PIPE PLACED VERTICALLY IN A SAND FILLED TRENCH.2. LATERAL PIPING IS CONNECTED TO A HDPE PERIMETER COLLECTOR. TYPE (PERFORATED OR
NON-PERFORATED) AND SIZE OF PIPE IS UNKNOWN.3. THE PRESENCE OF CLEANOUTS ALONG THE COLLECTOR PIPING IS UNKNOWN.
ASSUMPTIONS1. LOCATIONS OF LATERAL AND COLLECTOR PIPING WERE DETERMINED THROUGH VISIBILITY IN AERIAL
IMAGERY.2. EXISTING DRAIN LINES HAVE POSITIVE SLOPE TO THE OUTFALL.3. THE OUTFALL IS LOCATED IN THE SOUTHEAST CORNER OF THE TRACK AREA, AS INDICATED, FLOWING EAST TO
THE DUCK POND.4. EXISTING COLLECTOR PIPING HAS BEEN ADEQUATELY SIZED AND IS CAPABLE OF CARRYING STORMWATER
RUNOFF FOR THE REQUIRED DESIGN STORM ACCORDING TO LOCAL CODES.
CONTRACTOR RESPONSIBILITY1. CONTRACTOR SHALL FIELD LOCATE AND DETERMINE COLLECTOR PIPE SIZE AND TYPE AND SHALL NOTIFY THE
FIELD DESIGNER OF THESE FINDINGS.2. CONTRACTOR SHALL DETERMINE THE PRESENCE OF CLEANOUTS ALONG THE COLLECTOR LINE AND PROVIDE
LOCATIONS TO THE FIELD DESIGNER. SHOULD NO CLEANOUTS BE LOCATED, CLEANOUTS ARE TO BE ADDEDAT THE INDICATED LOCATIONS.
3. CONTRACTOR SHALL DETERMINE THE INVERT ELEVATIONS AT PROPOSED CLEANOUT LOCATIONS. IFCLEANOUTS ARE PRESENT IN THE EXISTING INSTALLATION, THIS IS NOT REQUIRED.
4. CONTRACTOR IS TO VERIFY POSITIVE SLOPE ALONG THE COLLECTOR PIPE ROUTING, TO THE OUTFALL. ADJUSTPIPING AS REQUIRED TO PROVIDE A MINIMUM SLOPE OF 0.5% ALONG THE COLLECTOR PIPE ROUTING, TOTHE OUTFALL.
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
LIMITS OF DEMOLITION LIMITS OF DEMOLITION
LIMITS
OF D
EMO
LITIO
N
LIMITS OF DEMOLITION LIMITS OF DEMOLITION
LIM
ITS O
F D
EMO
LITIO
N
LIMITS O
F DEMO
LITION
EXISTING UNDERGROUNDCOMMUNICATION LINETO REMAIN
Attachment #2
S89° 46' 47.74"E
S00°
13'
12.
26"W
CENTER OF FIELDN: 681921.06E: 2136103.68
CORNER OF FIELDN: 682001.76E: 2135923.99
CORNER OF FIELDN: 681841.76E: 2135923.38
CORNER OF FIELDN: 682000.37
E: 2136283.99
CORNER OF FIELDN: 681840.37
E: 2136283.37
86'-0
1 8"85
'-111 2"
187'-678"
80'-0
"80
'-0"
180'-0" 180'-0"
187'-638"
PROJECT NO. ISSUED BY:
ISSUEDDATE:
TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Playing Field Design4800 Main Street, Suite 300Kansas City, Missouri, 64112816.221.1500
TM
Cardinal Engineering525 Central Park Drive, Suite 500Oklahoma City, Oklahoma 73105405-842-1066
Civil Engineer
JAC
OB
S T
RAC
K A
ND
FIE
LD
FAC
ILIT
YIN
FIE
LD
Renovatio
nN
orman, O
klahoma
FOR
REFE
RENC
E ON
LY -
NOT
FOR
CONS
TRUC
TION
CONSTRUCTIONDOCUMENTSAPRIL 17, 2020
19.4930
REV # DATE DESCRIPTION
04.17.2020
Copyright 2020 ©
4/17/2
020 9
:32 P
M
LEGENDNATURAL TURFPROFILE
PLAYING FIELD LAYOUT & MATERIALS PLAN1/16" = 1'-0"
0 3216
SCALE: 1/16" = 1'-0"
2 4 8
TRUE NORTH
PLAYING FIELDLAYOUT & MATERIALS
PLAN
PF1-01
FIELDCENTERLINE
50 Y
ARD
LIN
E50
YA
RD L
INE
END
LIN
E
GO
AL
LIN
E
END
LIN
E
GO
AL
LIN
E
GO
AL
LIN
EG
OA
L LI
NE
END
LIN
EEN
D L
INE
SIDE LINE SIDE LINE
SIDE LINESIDE LINE
EXISTING SHOT-PUT PADTO REMAIN UNDISTURBED
EXISTING SHOT-PUT PADTO REMAIN UNDISTURBED
EXISTING SHOT-PUT PADTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
EXISTING RUNNING TRACKTO REMAIN UNDISTURBED
FIELD MARKINGS SHOWN FOR REFERENCE ONLYFIELD MARKINGS TO BE APPLIED BY GROUNDSKEEPER
FIELD MARKINGS SHOWN FOR REFERENCE ONLYFIELD MARKINGS TO BE APPLIED BY GROUNDSKEEPER
TOP OF SYNTHETIC TRACK MATERIAL
COMPACTED SUBGRADE
NATURAL TURF PROFILE @ PERIMETER TRACK1 1/2" = 1'SECTION VIEW
NATURAL TURF PROFILE1/
4"
PERIMETER TRACK PROFILE
B
COMPACTED SUBGRADE
SODDED TURF
6"
NATURAL TURF PROFILE2" = 1'
SOD THICKNESS
USGA ROOTZONE MIXPER SPECIFICATIONS
GEOTEXTILE FABRIC ACROSSENTIRE SUBGRADE
A
A/THIS SHEETNATURAL TURF
PROFILE
A/THIS SHEETNATURAL TURF
PROFILE
PLAYING FIELDNOTES1. ALL FIELD MARKINGS ARE FOR
REFERNCE ONLY. APPLICATIONBY GROUNDSKEEPER.
2. ROOTZONE MIX TO BE BLENDEDOFF-SITE. DELIVERY ANDSTORAGE OF APPROVED MIXON-SITE TO BE COORDINATEDWITH THE CONSTRUCTIONMANAGER.
3. ALL DIMENSION UNITS ARE GIVENIN FEET UNLESS OTHERWISENOTED.
4. ALL FIELD DIMENSIONS,MARKINGS, AND MATERIALS ARESYMMETRICAL ABOUT THE FIELDCENTERLINES AND MIDFIELD LINESUNLESS OTHERWISE NOTED.
5. INSTALL FIELD MARKING PINS ATTHE CORNERS OF THE FIELD TOAID IN FIELD MARKINGOPERATIONS.
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1158.5
1159.0
1159.0
1158.6
1158.6
1158.7
1158.7
1158.8
1158.8
1158.9
1158.9
1159.1
1159.1
1159.2
FG 11
58.45
FG 1158.45
FG 11
58.45
FG 1158.45
FG 11
58.45
FG 1158.45
HP 1159
.05
HP 1159
.05
HP 1159
.05
1158.50
1158.60
1158.70
1158.80
1158.90
1159.00
1158.50
1158.60
1158.70
1158.80
1158.90
1159.00
1158
.40
1158
.30
1158
.20
1158
.40
1158.40
1158.40
P 1158
.24
MATCH EX
.
P 1158
.21
MATCH EX
.
P 1158.23
MATCH EX.
P 1158.24
MATCH EX.
P 1158
.41
MATCH EX
.
P 1158.40
MATCH EX.
FG 1158.39
MATCH EX.
FG 11
58.42
MATCH EX
.P 11
58.22
MATCH EX
.
P 1158
.17
MATCH EX
.
P 1158.17
MATCH EX.
P 1158.25
MATCH EX.
PROJECT NO. ISSUED BY:
ISSUEDDATE:
TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Playing Field Design4800 Main Street, Suite 300Kansas City, Missouri, 64112816.221.1500
TM
Cardinal Engineering525 Central Park Drive, Suite 500Oklahoma City, Oklahoma 73105405-842-1066
Civil Engineer
JAC
OB
S T
RAC
K A
ND
FIE
LD
FAC
ILIT
YIN
FIE
LD
Renovatio
nN
orman, O
klahoma
FOR
REFE
RENC
E ON
LY -
NOT
FOR
CONS
TRUC
TION
CONSTRUCTIONDOCUMENTSAPRIL 17, 2020
19.4930
REV # DATE DESCRIPTION
04.17.2020
Copyright 2020 ©
4/17/2
020 9
:34 P
M
LEGENDNATURAL TURFPROFILE
MATCH EXISTING ELEVATIONENTIRE PERIMETER
PLAYING FIELD GRADING PLAN1/16" = 1'-0"
0 3216
SCALE: 1/16" = 1'-0"
2 4 8
TRUE NORTH
PLAYING FIELDGRADING PLAN
PF2-00
MATCH EXISTING ELEVATIONENTIRE PERIMETER
MATCH EXISTING ELEVATIONENTIRE PERIMETER
MATCH EXISTING ELEVATIONENTIRE PERIMETER
MATCH EXISTING ELEVATIONENTIRE PERIMETER
MATCH EXISTING ELEVATIONENTIRE PERIMETER
FIELDCENTERLINE
50 Y
ARD
LIN
E50
YA
RD L
INE
HIGH POINTELEVATIONHP XX.XX
EXISTING MAJORCONTOUR300
EXISTING MINORCONTOUR301
PROPOSEDMAJOR CONTOUR300
PROPOSED MINORCONTOUR301
PLAYING FIELDNOTES1. GRADE FIELD TO A SMOOTH, EVEN
PLAYING SURFACE TO THE SPOTELEVATIONS AND CONTOURSINDICATED.
2. CONTOUR INTERVAL IS ONE-TENTHFOOT, UNLESS OTHERWISE INDICATED.
FINISHED GRADEELEVATIONFG XX.XX
END
LIN
E
GO
AL
LIN
E
END
LIN
E
GO
AL
LIN
E
GO
AL
LIN
EG
OA
L LI
NE
END
LIN
EEN
D L
INE
SIDE LINE SIDE LINE
SIDE LINESIDE LINE
1158.5
1158.5
1159.0
1159.0
1158.6
1158.6
1158.7
1158.7
1158.8
1158.8
1158.9
1158.9
1159.1
1159.1
1159.2
1158.50
1158.60
1158.70
1158.80
1158.90
1159.00
1158.50
1158.60
1158.70
1158.80
1158.90
1159.00
1158
.40
1158
.30
1158
.20
1158
.40
1158.40
1158.40
PROJECT NO. ISSUED BY:
ISSUEDDATE:
TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Playing Field Design4800 Main Street, Suite 300Kansas City, Missouri, 64112816.221.1500
TM
Cardinal Engineering525 Central Park Drive, Suite 500Oklahoma City, Oklahoma 73105405-842-1066
Civil Engineer
JAC
OB
S T
RAC
K A
ND
FIE
LD
FAC
ILIT
YIN
FIE
LD
Renovatio
nN
orman, O
klahoma
FOR
REFE
RENC
E ON
LY -
NOT
FOR
CONS
TRUC
TION
CONSTRUCTIONDOCUMENTSAPRIL 17, 2020
19.4930
REV # DATE DESCRIPTION
04.17.2020
Copyright 2020 ©
4/17/2
020 9
:34 P
M
PLAYING FIELD SUBDRAINAGE NOTES:KNOWN INFORMATION1. LATERAL PIPING IS HYDRAWAY 2000 (OR SIMILAR) DRAIN PIPE PLACED VERTICALLY IN A SAND FILLED TRENCH.2. LATERAL PIPING IS CONNECTED TO A HDPE PERIMETER COLLECTOR. TYPE (PERFORATED OR
NON-PERFORATED) AND SIZE OF PIPE IS UNKNOWN.3. THE PRESENCE OF CLEANOUTS ALONG THE COLLECTOR PIPING IS UNKNOWN.
ASSUMPTIONS1. LOCATIONS OF LATERAL AND COLLECTOR PIPING WERE DETERMINED THROUGH VISIBILITY IN AERIAL
IMAGERY.2. EXISTING DRAIN LINES HAVE POSITIVE SLOPE TO THE OUTFALL.3. THE OUTFALL IS LOCATED IN THE SOUTHEAST CORNER OF THE TRACK AREA, AS INDICATED, FLOWING EAST TO
THE DUCK POND.4. EXISTING COLLECTOR PIPING HAS BEEN ADEQUATELY SIZED AND IS CAPABLE OF CARRYING STORMWATER
RUNOFF FOR THE REQUIRED DESIGN STORM ACCORDING TO LOCAL CODES.
CONTRACTOR RESPONSIBILITY1. CONTRACTOR SHALL FIELD LOCATE AND DETERMINE COLLECTOR PIPE SIZE AND TYPE AND SHALL NOTIFY THE
FIELD DESIGNER OF THESE FINDINGS.2. CONTRACTOR SHALL DETERMINE THE PRESENCE OF CLEANOUTS ALONG THE COLLECTOR LINE AND PROVIDE
LOCATIONS TO THE FIELD DESIGNER. SHOULD NO CLEANOUTS BE LOCATED, CLEANOUTS ARE TO BE ADDEDAT THE INDICATED LOCATIONS.
3. CONTRACTOR SHALL DETERMINE THE INVERT ELEVATIONS AT PROPOSED CLEANOUT LOCATIONS. IFCLEANOUTS ARE PRESENT IN THE EXISTING INSTALLATION, THIS IS NOT REQUIRED.
4. CONTRACTOR IS TO VERIFY POSITIVE SLOPE ALONG THE COLLECTOR PIPE ROUTING, TO THE OUTFALL. ADJUSTPIPING AS REQUIRED TO PROVIDE A MINIMUM SLOPE OF 0.5% ALONG THE COLLECTOR PIPE ROUTING, TOTHE OUTFALL.
COMPACTED SUBGRADE
DRAINAGE GRAVEL
ROOTZONE MIX
SODDED TURF
6"
FLAT PANEL SUB-DRAINAGE LATERAL 2" = 1'
FLAT PANEL SUB-DRAINAGELATERAL PIPE. MIN. 4"DRAINAGE GRAVELABOVE PIPE. MIN. 2"DRAINAGE GRAVEL BELOWPIPE
4" M
IN.
GEOTEXTILE FABRICWRAP BOTTOM AND SIDESOF TRENCH. OVERLAPSUBGRADE 12".
4" MIN.
A
LEGEND
EXISTING MAJORCONTOUR300
EXISTING MINORCONTOUR301
PROPOSEDMAJOR CONTOUR300
PROPOSED MINORCONTOUR301
APPROXIMATE LOCATIONOF EXISTING VERTICALLYPLACED HYDRAWAY2000 FLAT PANEL DRAIN.REMOVE EXISTING SANDBACKFILL AND PIPE ANDINSTALL 12" ADSADVANEDGE AS SHOWNIN DETAIL A BELOWWITHIN EXISTING TRENCHENSURE MINIMUM SLOPEOF 0.5% TO COLLECTOR
APPROXIMATE LOCATIONOF EXISTING HDPECOLLECTOR PIPEREMOVE EXISTING SANDTRENCH BACKFILL,ADJUST PIPE AS REQUIREDTO ACHIEVE MINIMUM0.5% SLOPE TO OUTFALLBACKFILL TRENCHES WITHDRAINAGE GRAVEL
NATURAL TURFPROFILE
ASSUMED CONNECTION POINT TO OUTFALL
PROPOSED CLEANOUT IF REQUIREDINVERT ELEVATIONS TO BE DETERMINEDBY CONTRACTOR
PROPOSED CLEANOUT IF REQUIREDINVERT ELEVATIONS TO BE DETERMINEDBY CONTRACTOR
PROPOSED CLEANOUT IF REQUIREDINVERT ELEVATIONS TO BE DETERMINEDBY CONTRACTOR
PROPOSED CLEANOUT IF REQUIREDINVERT ELEVATIONS TO BE DETERMINEDBY CONTRACTOR
EXISTING STORM STRUCTURE ANDOUTFALL TO DUCK POND
GEOTEXTILE FILTER FABRIC WRAPBOTTOM & SIDES. EXTEND 12" PASTTOP OF TRENCH ON SUBGRADE.
PERFORATED COLLECTOR PIPE 2"GRAVEL BELOW BOTTOM OF PIPE.4" MIN. GRAVEL ABOVE TOP OFPIPE.
4" MIN
.2"
2x PIPE DIAMETERMIN.
4" MIN
.
DRAINAGE GRAVEL
FIELD LATERAL BEYOND.
PERIMETER SUB-DRAINAGE COLLECTOR PIPE2" = 1'SECTION VIEW
COMPACTED SUBGRADE
NOTE: TRENCH WIDTH IS TOBE 2 X THE PIPE DIA.
ROOTZONE MIX
SODDED TURF
6"
B
PERFORATED COLLECTOR PIPE4" MIN. GRAVEL ABOVE TOP OFPIPE.
GEOTEXTILE FILTER FABRICWRAP BOTTOM & SIDES.EXTEND 12" PAST TOP OFTRENCH ON SUBGRADE.
2x PIPE DIAMETERMIN.
2"
DRAINAGE GRAVEL
COMPACTED SUBGRADE
CENTER COLLECTOR PIPE CLEAN-OUT2" = 1'
GEOTEXTILE FABRIC ATOP GRATE
NYLOPLAST DRAIN BASIN WITHSTANDARD GRATE. 2" GRAVELBELOW BOTTOM OF BASIN.
SECTION VIEW
ROOTZONE MIX
SODDED TURF
6"
C
PLAYING FIELD SUBDRAINAGE PLAN1/16" = 1'-0"
0 3216
SCALE: 1/16" = 1'-0"
2 4 8
TRUE NORTH
PLAYING FIELDSUBDRAINAGE PLAN
PF3-01
PROPOSED CLEANOUT IF REQUIREDINVERT ELEVATIONS TO BE DETERMINEDBY CONTRACTOR
PROPOSED CLEANOUT IF REQUIREDINVERT ELEVATIONS TO BE DETERMINEDBY CONTRACTOR
VERTIC
ALLY PLA
CED FL
AT PANEL
DRAIN A
T 0.5%
SLOPE -
TYP.
VERTIC
ALLY PLA
CED FL
AT PANEL
DRAIN A
T 0.5%
SLOPE -
TYP.
VERTIC
ALLY PLA
CED FL
AT PANEL
DRAIN A
T 0.5%
SLOPE -
TYP.
VERTICALLY PLACED FLAT PANEL DRAIN AT 0.5% SLOPE - TYP.
VERTICALLY PLACED FLAT PANEL DRAIN AT 0.5% SLOPE - TYP.
VERTICALLY PLACED FLAT PANEL DRAIN AT 0.5% SLOPE - TYP.
NOTE: DO NOT INSTALL GEOTEXTILE FABRIC OVER TRENCHNOTE: DO NOT INSTALL GEOTEXTILE FABRIC OVER TRENCH
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAININTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAININTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAIN
INTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAIN
INTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAININTACT AND UNDISTURBED
EXISTING TRENCH/SLOT DRAIN TO REMAINALL CONNECTION POINTS TO REMAININTACT AND UNDISTURBED
PROPOSED CLEANOUT IF REQUIREDINVERT ELEVATIONS TO BE DETERMINEDBY CONTRACTOR
PLAYING FIELDNOTES1. CONTRACTOR TO AVOID
EXCESSIVE TRAFFIC OVERCOMPLETED DRAINAGESYSTEM TO AVOID CRUSHINGOF PIPE.
2. CONTRACTOR TO PROVIDEPROOF OF POSITIVEDRAINAGE PRIOR TOBACKFILLING OF PIPE.
3. LATERAL PIPING SHALL HAVEA MINIMUM SLOPE OF 0.5%
4. PERIMETER COLLECTOR TOHAVE A MINIMUM SLOPE OF0.5%
C1
PROJECT NO. ISSUED BY:
ISSUEDDATE:
TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Playing Field Design4800 Main Street, Suite 300Kansas City, Missouri, 64112816.221.1500
TM
Cardinal Engineering525 Central Park Drive, Suite 500Oklahoma City, Oklahoma 73105405-842-1066
Civil Engineer
JAC
OB
S T
RAC
K A
ND
FIE
LD
FAC
ILIT
YIN
FIE
LD
Renovatio
nN
orman, O
klahoma
FOR
REFE
RENC
E ON
LY -
NOT
FOR
CONS
TRUC
TION
CONSTRUCTIONDOCUMENTSAPRIL 17, 2020
19.4930
REV # DATE DESCRIPTION
04.17.2020
Copyright 2020 ©
4/17/2
020 9
:37 P
M
LEGENDNATURAL TURFPROFILE
0 3216
SCALE: 1/16" = 1'-0"
2 4 8
TRUE NORTH
PLAYING FIELDIRRIGATION PLAN
PF4-01
FIELDCENTERLINE
50 Y
ARD
LIN
E50
YA
RD L
INE
END
LIN
E
GO
AL
LIN
E
END
LIN
E
GO
AL
LIN
E
GO
AL
LIN
EG
OA
L LI
NE
END
LIN
EEN
D L
INE
SIDE LINE SIDE LINE
SIDE LINESIDE LINE
IRRIGATION MAINLINE TO BEINSTALLED A MAXIMUM OF36" FROM THE EDGE OF TURF
IRRIGATION MAINLINE TO BEINSTALLED A MAXIMUM OF36" FROM THE EDGE OF TURF
IRRIGATION MAINLINE TO BEINSTALLED A MAXIMUM OF36" FROM THE EDGE OF TURF
IRRIGATION MAINLINE TO BEINSTALLED A MAXIMUM OF36" FROM THE EDGE OF TURF
TURF ROTOR HEADADJUSTABLE ARCHUNTER I-40-04-SS-8
TURF ROTOR HEADDUAL OPPOSING NOZ.HUNTER I-40-04-SS-ON-18
3" IRRIGATIONMAINLINE PIPE
TURF ROTOR HEADADJUSTABLE ARCHUNTER I-40-04-SS-15
TURF ROTOR HEADADJUSTABLE ARCHUNTER I-40-04-SS-13
QUICK COUPLERHUNTER HQ-44LRC-AW-R
REMOTE CONTROL VALVETORO 220 BRASS VALVES
MANUAL GATE VALVE
IRRIGATION LATERALPIPE - SIZE PER PLAN
PLAYING FIELD IRRIGATION PLAN1/16" = 1'-0"
APPROXIMATE LOCATION OF EXISTING CONTROLLEREXISTING CONTROLLER TO REMAIN - TRADITIONAL WIRINGCONNECT TO NEW VALVE PLACEMENT
POINT OF CONNECTIONAPPROXIMATE LOCATION OF EXISTING
6" MAINLINE SERVICE AND SHUTOFF VALVECONNECT TO EXISTING SHUTOFF VALVE
WITH NEW MAINLINE PIPE
ZONE 1
ZONE 2 ZONE 3
ZONE 4
ZONE 5ZONE 6
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"2"2"
2" 2"
2"2"
2" 2"
2" 2"
2" 2"
3"3"
2 1/2"
2 1/2"
2"1
1/2"
1 1/
2"1 1/2"
2"
2"
2"
1 1/2
"
3"
COMPACTEDSUBGRADE
PVC IRRIGATION LATERAL PIPE
DRAINAGE GRAVEL
ELECTRIC REMOTE CONTROL VALVE
CONCRETE BLOCK/BRICK
DIRECT BURY WIRE CONNECTOR
MANUAL GATE VALVE
IRRIGATION REMOTE CONTROL VALVE BOXINSTALL VALVE BOX WITH LONG END PARALLELTO AND 12" AWAY FROM EDGE OF PERIMETER TRACKTOP OF BOX TO BE 1/2" BELOW FINISHED GRADEAND COVERED WITH SYNTHETIC TURF
IRRIGATION MAIN LINE PIPE INSTALLEDPARALLEL TO PERIMETER TRACK90 UP AND OVER TOREMOTE CONTROL VALVE ALIGNMENT
EXISTING PERIMETER RUNNING TRACK
COMPACTEDSUBGRADE
DRAINAGE GRAVEL
CONCRETE BLOCK/BRICK
IRRIGATION MAIN LINE PIPE
1'-0"
3'-0" MAX.
QUICK COUPLER - TOP OF QUICKCOUPLER TO BE MOUNTED 1/2" BELOWVALVE BOX LID
1/2" REBAR - 24" LENGTHFASTEN TO VALVE WITH STAINLESSSTEEL HOSE CLAMPS
10" ROUND QUICK COUPLER VALVE BOXTOP OF LID TO BE 1/2" BELOW FINISHED GRADEAND COVERED WITH SYNTHETIC TURF
SWING JOINT
PROJECT NO. ISSUED BY:
ISSUEDDATE:
TITLE:
DISCIPLINE - CATEGORY - SUB CATEGORY - SHEET
REVISIONS
Playing Field Design4800 Main Street, Suite 300Kansas City, Missouri, 64112816.221.1500
TM
Cardinal Engineering525 Central Park Drive, Suite 500Oklahoma City, Oklahoma 73105405-842-1066
Civil Engineer
JAC
OB
S T
RAC
K A
ND
FIE
LD
FAC
ILIT
YIN
FIE
LD
Renovatio
nN
orman, O
klahoma
FOR
REFE
RENC
E ON
LY -
NOT
FOR
CONS
TRUC
TION
CONSTRUCTIONDOCUMENTSAPRIL 17, 2020
19.4930
REV # DATE DESCRIPTION
04.17.2020
Copyright 2020 ©
4/17/2
020 9
:50 P
M
0 3216
SCALE: 1/16" = 1'-0"
2 4 8
TRUE NORTH
PLAYING FIELDIRRIGATION DETAILS &
NOTES
PF4-02
14" M
INIM
UM C
OV
ER
FINISH GRADE
ROOTZONE MATERIAL
POP-UP ROTOR SPRINKLER HEADTOP OF HEAD TO BE 1/2"
BELOW FINISH GRADE
SCHEDULE 80 PVC RISER
DRAINAGE GRAVELSWING JOINT
IRRIGATION LATERAL
COMPACTED SUBGRADE
TURF ROTOR INSTALLATION DETAILNTSSECTION VIEWA
MODEL
VALVE SCHEDULESIZEVALVE # GPM
1234
TYPE
5
TORO 220 BRASS VALVE2"
6
2"2"2"2"
OPERATINGPRESSURE
60 PSI
60 PSII-40-04-SS
60 PSI
60 PSI
60 PSI
PIPE SIZE TOFIRST HEAD
2 1/2"
3"
2 1/2"I-40-04-SS-ON
I-40-04-SS62.891.2
91.262.8
2"
I-40-04-SS-ONI-40-04-SS
81.2
105.1
60 PSI
3"
1. THE SYSTEM DESIGN ASSUMES A MINIMUM AVAILABLE STATIC PRESSURE FOR THEIRRIGATION SYSTEM OF 75 PSI AND A MINIMUM FLOW OF 110 GPM AT THECONNECTION TO THE EXISTING IRRIGATION SUPPLY MAIN. VERIFY PRESSURE ANDFLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIESBETWEEN THESE ASSUMPTIONS AND ACTUAL FIELD CONDITIONS IN WRITING TO THEOWNER'S REPRESENTATIVE.
2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS ANDINSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION.
3. COORDINATE LOCATION AND MARKING OF UNDERGROUND UTILITIES PRIOR TOCONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICT WITHANY UNDERGROUND UTILITY.
4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT ISOBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THATMIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES INCONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED.BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THEOWNER'S REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION.
5. THESE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BENOTED:A. CONFLICTS BETWEEN THE IRRIGATION SYSTEM, DRAINAGE STRUCTRUES,
PLAYING FIELD EQUIPMENT AND ARCHITECTURAL FEATURES ARE TO BEAVOIDED. THE PLAYING FIELD DESIGNER SHALL BE NOTIFIED OF ANY CONFLICTTHAT ARISES IN THE FIELD.
B. INSTALL IRRIGATION PIPE AND WIRING UNDER PLAYING FIELD GRASS AREA.C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS
IS NOT PERMITTED.
6. GATE VALVES SHALL BE PORTED TO PROVIDE FOR FULL FLOW. LABELED ANDNOMINAL SIZE OF VALVE OPENING SHALL BE THE SAME.
7. ALL MATERIALS AND WORKMANSHIP SHALL BE TRUE TO TYPE, FORM, FINISH AND OFTHE HIGHEST STANDARDS OF THE TRADE. DAMAGED OR INFERIOR MATERIALS SHALLBE REMOVED FROM THE SITE WITHOUT DELAY.
8. PROVIDE #12-1 AWG BARE COPPER TRACING WIRE ALONG THE ENTIRE MAINLINEROUTING. PROVIDE 24 INCH COIL OF TRACING WIRE IN EACH VALVE BOX ALONGMAINLINE ROUTING.
9. CONTRACTOR SHALL FURNISH AND INSTALL MATERIAL AND EQUIPMENT PERTAININGTO THE IRRIGATION SYSTEM HEREIN SPECIFIED OR SHOWN ON THE DRAWINGS. THISSHALL INCLUDE ALL ITEMS NECESSARY TO COMPLETE INSTALLATION.
10. IRRIGATION CONTRACTOR TO CAP ALL FLUSH ENDS HAND TIGHT PRIOR TOBACKFILL.
11. ALL MATERIALS SHALL BE INSTALLED AS DETAILED IN THE PLANS. IF THE CONTRACTDRAWINGS AND/OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THEMETHOD OR TECHNIQUES TO BE USED, THEN THE CONTRACTOR SHALL INSTALL ASPER MANUFACTURERS SPECIFICATIONS. IF A CONTRADICTION OCCURS, NOTIFY THEPLAYING FIELD DESIGNER IMMEDIATELY.
12. IRRIGATION CONTRACTOR TO USE TEFLON TAPE ON ALL THREADED JOINTS.
13. NO PIPES SHALL BE INSTALLED PARALLEL TO AND DIRECTLY OVER ANOTHER LINE.
14. TAG EACH VALVE WITH THE ZONE NUMBER AND CONTROLLER LETTER. THIS TAG IS TOMATCH THE ZONE AND CONTROLLER ASSOCIATED WITH THE VALVE'S OPERATION.
15. ALL WIRE CONNECTIONS SHALL BE MADE WITH 3M DIRECT BURY DBR-6 WIRECONNECTORS. IRRIGATION CONTRACTOR TO ENSURE THAT THE SAME PERSON BERESPONSIBLE FOR MAKING ALL WIRE CONNECTIONS TO ENSURE CONSISTENCYACROSS THE ENTIRE PROJECT.
16. GROUNDING RODS SHALL BE PLACED EVERY 500 LINEAL FEET ALONG THE ROUTINGOF ALL CONTROL WIRING. ELECTRICAL COMPONENTS SHALL BE GROUNDED TO 5ΩOR LESS ACROSS THE ENTIRE IRRIGATION SYSTEM.
17. CONTRACTOR SHALL PERFORM THE FOLLOWING:A. VISIT SITE AND VERIFY EXISTING GRADES, CONSTRUCTION AND CONDITIONS.B. NOTIFY PLAYING FIELD DESIGNER OF DISCREPANCIES BETWEEN PLAN AND
FIELD CONDITIONS.C. RESTORE CONTRACTOR DAMAGED EXISTING WORK TO THE SATISFACTION OF
THE PLAYING FIELD DESIGNER WITHOUT COST TO THE OWNER.D. BE SATISFIED THAT THE PLAN CAN BE CONSTRUCTED, FUNCTIONAL AND
COMPLETE.
19. CONTRACTOR TO PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER'SREPRESENTATIVE PRIOR TO THE COMPLETION OF THE PROJECT:A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES.B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE
ACCESS, ADJUSTMENT, AND REPAIR OF ALL SPRINKLERSAND EMITTERS.
C. SHOP DRAWINGS INDICATING THE LOCATIONS OF EACH DECODER ANDGROUNDING RODS, WITH AS BUILT OHM READINGS.
20. ALL EQUIPMENT SHALL BE MAINTAINED WHILE UNDER CONSTRUCTION.MAINTENANCE INCLUDES: WATER SCHEDULING, REPLACEMENT OF DEFECTIVE ORDAMAGED EQUIPMENT, ADJUSTMENT AND RE-ADJUSTMENT OF HEADS AND OTHEREQUIPMENT.
21. CONTRACTOR TO ENSURE THE FOLLOWING:A. LINES AND VALVES ARE TO BE PLACED WITHIN TURF AREAS AND WITHIN
PROJECT LIMITS. THESE PLANS ARE SCHEMATIC. CONTRACTOR SHALL SIZE ALLPIPE.
B. 100% COVERAGE OF IRRIGATION SYSTEM TO THE ENTIRE PLAYING FIELD AREAPRIOR TO SUBMITTING A BID.
23. INSTALL TWO (2) SPARE #14-1 AWG CONTROL WIRES FOR EACH UNUSED STATIONAND ONE SPARE #12-1 AWG COMMON WIRE FROM THE RESPECTIVE CONTROLLERTO HIS LOCATION FOR USE AS SPARE WIRES IN EACH REMOTE CONTROL VALVE BOXALONG THE ENTIRE WIRE ROUTING FOR THIS CONTROLLER. SEAL WIRE ENDS WATERTIGHT AND CONTAIN WITHIN VALVE BOX AT THIS LOCATION.
24. SHOULD FIELD ADJUSTMENTS BE MADE TO THE SITE PLAN, IRRIGATION CONTRACTORSHALL MAKE ANY NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ENSUREPROPER FUNCTIONALITY. PLAYING FIELD DESIGNER IS TO BE NOTIFIED OF ANY ANDALL CHANGES MADE TO THE IRRIGATION SYSTEM, PRIOR TO INSTALLATION OF SAIDCHANGES.
25. ALL PLAYING FIELD IRRIGATION HEADS AND QUICK COUPLERS SHALL BE PLACED 12"FROM THE TURF EDGE. NO HEADS SHALL BE PLACED OUTSIDE OF TURF AREAS UNLESSOTHERWISE INDICATED. THE TOPS OF ALL IRRIGATION HEADS SHALL BE PLACED 1/2"BELOW FINISHED GRADE.
26. BALL VALVES ARE TO BE PLACED AT EACH REMOTE CONTROL VALVE TO ALLOWFOR THE SHUT OFF OF AN INDIVIDUAL ZONE, WHILE MAINTAINING THEFUNCTIONALITY OF THE REST OF THE IRRIGATION SYSTEM.
PLAYING FIELD IRRIGATION NOTES
C QUICK COUPLER VALVE INSTALLSECTION VIEW 1" = 1'-0" B REMOTE CONTROL VALVE INSTALL
SECTION VIEW 1" = 1'-0"
TORO 220 BRASS VALVETORO 220 BRASS VALVETORO 220 BRASS VALVETORO 220 BRASS VALVETORO 220 BRASS VALVE
I-40-04-SS
3"
2 1/2"