NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE PDG · 2020. 9. 24. · griffin soccer complex...
Transcript of NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE PDG · 2020. 9. 24. · griffin soccer complex...
STORM SEWER DETAILS
ST4
ISSUE/ REVISIONS
PROJECT INFORMATION
DRAWN BY CHECKED BY
PROJECT NO.
PROJECT ADDRESS:
DATE
GR
IFF
IN S
OC
CE
R C
OM
PL
EX
NO
RT
HW
ES
T F
IEL
DR
EN
OV
AT
ION
S N
OR
MA
N,
OK
LA
HO
MA
5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAX
WWW.PLANNINGDESIGNGROUP.COM
PDGPLANNING DESIGN GROUP
LANDSCAPE ARCHITECTURE ●RECREATIONAL DESIGN ● LAND PLANNING
NA
OWNER:
1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071
THE CITY OFNORMANPARKS &
RECREATION201-C WEST GRAY
NORMAN, OK 73069(405) 366-5472
7/8/20 95% REVIEW SET
09-14-20
1 E. Sheridan Ave., Suite 200
Certificate of Authorization #1484 Exp. Date: 06-30-2021
ENGINEERS SURVEYORS PLANNERS
Oklahoma City, OK 73104
Johnson & Associates, Inc.
FAX (405) 235-8078(405) 235-8075 www.jaokc.com
ACAD
FIL
E: H
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0\N
W F
ield
s R
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70-N
W F
IELD
S-ST
OR
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8/1
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20 9
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AM, C
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Get
tings
XREF
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ADED
:
REV E7001-110-283DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A
3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com
DRAIN BASIN WITH PEDESTRIAN GRATEQUICK SPEC INSTALLATION DETAIL
TITLEPROJECT NO./NAME
MATERIAL
DATE
REVISED BY
4-20-07DATE
EBCDRAWN BY
06-12-18
NMH
(5) ADAPTERANGLES
VARIABLE 0° - 360°ACCORDING TO
PLANS
12" - 36"
(3) VARIABLE SUMP DEPTHACCORDING TO PLANS
(6" MIN. ON 12" - 24", 10" MIN. ON 30"& 12" MIN. ON 36"
BASED ON MANUFACTURING REQ.)
4" MIN ON 12" - 24"6" MIN ON 30" & 36"
MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURER
RECOMMENDATION
(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERSAVAILABLE: 4" - 36" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCORSINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,CORRUGATED & RIBBED PVC
WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE
(6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS AREFOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUSTBE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.
12" MIN WIDTH GUIDELINE
6" MIN THICKNESS GUIDELINE
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST. ©2013 NYLOPLAST
1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36").5 - ADAPTERS CAN BE MOUNTED 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING. 30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING NO. 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES).
PVC
REV J7001-110-011DWG NO.1 OF 1SHEET1:1SCALEDWG SIZE A
3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com
8 IN - 36 IN DRAIN BASIN SPECIFICATIONSTITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
3-10-00DATE
CJADRAWN BY
02-21-18
NMH
®
©2013 NYLOPLAST
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.
REV C7001-110-216DWG NO.1 OF 1SHEET1:10SCALEDWG SIZE A
3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com
24 IN PEDESTRIAN GRATE ASSEMBLY - TYPE BTITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
3-8-06DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.
3-13-10
EBC
2499CGPAPPROX. DRAIN AREA = 164.10 SQ IN
APPROX. WEIGHT WITH FRAME = 99.50 LBS
DIMENSIONS ARE FOR REFERENCE ONLYACTUAL DIMENSIONS MAY VARYDIMENSIONS ARE IN INCHESGRATE MEETS H-10 LOAD RATINGQUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINTSIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITYACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OFJUSTICE, 28 CFR PART 36.LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.7001-110-023
DUCTILE IRON
NYLOPLAST
DUCTILE IRON
DO N
OT P
OLLU
TE D
RAIN
S TO
WAT
ERW
AYS
3.04
1.50
Ø28.50Ø24.75
.38
®
©2007 NYLOPLAST
STORM SEWER DETAILS
ST5
ISSUE/ REVISIONS
PROJECT INFORMATION
DRAWN BY CHECKED BY
PROJECT NO.
PROJECT ADDRESS:
DATE
GR
IFF
IN S
OC
CE
R C
OM
PL
EX
NO
RT
HW
ES
T F
IEL
DR
EN
OV
AT
ION
S N
OR
MA
N,
OK
LA
HO
MA
5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAX
WWW.PLANNINGDESIGNGROUP.COM
PDGPLANNING DESIGN GROUP
LANDSCAPE ARCHITECTURE ●RECREATIONAL DESIGN ● LAND PLANNING
NA
OWNER:
1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071
THE CITY OFNORMANPARKS &
RECREATION201-C WEST GRAY
NORMAN, OK 73069(405) 366-5472
7/8/20 95% REVIEW SET
09-14-20
1 E. Sheridan Ave., Suite 200
Certificate of Authorization #1484 Exp. Date: 06-30-2021
ENGINEERS SURVEYORS PLANNERS
Oklahoma City, OK 73104
Johnson & Associates, Inc.
FAX (405) 235-8078(405) 235-8075 www.jaokc.com
ACAD
FIL
E: H
:\387
0\N
W F
ield
s R
enov
atio
n\38
70-N
W F
IELD
S-ST
OR
M.d
wg,
8/1
1/20
20 9
:38
AM, C
hris
Get
tings
XREF
S LO
ADED
:
STORM SEWER DETAILS
ST6
ISSUE/ REVISIONS
PROJECT INFORMATION
DRAWN BY CHECKED BY
PROJECT NO.
PROJECT ADDRESS:
DATE
GR
IFF
IN S
OC
CE
R C
OM
PL
EX
NO
RT
HW
ES
T F
IEL
DR
EN
OV
AT
ION
S N
OR
MA
N,
OK
LA
HO
MA
5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAX
WWW.PLANNINGDESIGNGROUP.COM
PDGPLANNING DESIGN GROUP
LANDSCAPE ARCHITECTURE ●RECREATIONAL DESIGN ● LAND PLANNING
NA
OWNER:
1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071
THE CITY OFNORMANPARKS &
RECREATION201-C WEST GRAY
NORMAN, OK 73069(405) 366-5472
7/8/20 95% REVIEW SET
09-14-20
1 E. Sheridan Ave., Suite 200
Certificate of Authorization #1484 Exp. Date: 06-30-2021
ENGINEERS SURVEYORS PLANNERS
Oklahoma City, OK 73104
Johnson & Associates, Inc.
FAX (405) 235-8078(405) 235-8075 www.jaokc.com
ACAD
FIL
E: H
:\387
0\N
W F
ield
s R
enov
atio
n\38
70-N
W F
IELD
S-ST
OR
M.d
wg,
8/1
1/20
20 9
:38
AM, C
hris
Get
tings
XREF
S LO
ADED
:
1198
1199
1199
1199
1198
1197
1196
1199
1198
4" (E
xist
ing)
FIELD 4[A03]
21/2"
[A04]
11/4
"11
/4"
11/4
"11
/4"
2"
21/2"
Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel Coupling
Install 4"X4"X2-1/2"" D.I.Mechanical Joint Tee WithBolted Steel Coupling
4" (E
xist
ing)
4" (Existing)
11/4
"11
/4"
2"11
/4"
11/4
"
21/2"
21/2"
4" (E
xist
ing)
4" (E
xist
ing)
Install 2-1/2" D.I.Mechanical Joint Cap(Typical All Locations)
MATCHLINE "A"MATCHLINE "A"MATCHLINE "A" MATCHLINE "A"
Install 2-1/2"X2-1/2"X3/4" D.I.Mechanical Joint Tee
(Typical All Locations)
12
12
12
12
12 12
12
12
12
12
A30
VALVE MODEL FLOW ID SIZE (GPM)A01 2" RAINBIRD 200-PEB 74 A02 2" RAINBIRD 200-PEB 74A03 2" RAINBIRD 200-PEB 61 A04 2" RAINBIRD 200-PEB 61A05 2" RAINBIRD 200-PEB 61 A06 2" RAINBIRD 200-PEB 61A07 2" RAINBIRD 200-PEB 61 A08 2" RAINBIRD 200-PEB 61
1-800-522-6543
OKIE
CALL OKIE
BEFOREYOU DIG..
ISSUE/ REVISIONS
PROJECT INFORMATION
DRAWN BY CHECKED BY
PROJECT NO.
PROJECT ADDRESS:
DATE
GR
IFF
IN S
OC
CE
R C
OM
PL
EX
NO
RT
H F
IEL
D R
EN
OV
AT
ION
S N
OR
MA
N,
OK
LA
HO
MA
5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAX
WWW.PLANNINGDESIGNGROUP.COM
PDGPLANNING DESIGN GROUP
LANDSCAPE ARCHITECTURE ●RECREATIONAL DESIGN ● LAND PLANNING
JM GE
09/16/2020NA
OWNER:
1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071
09/16/20 100% BID SET
THE CITY OFNORMANPARKS &
RECREATION201-C WEST GRAY
NORMAN, OK 73069(405) 366-5472
DATE SIGNED:_____________________
DR
P
TI
GS
EREE G
MOORE
MLKOOA H
11869 R
A
EENI
I
JAMES EDWIN
FOR SES
LAN
EN
O
Moore Engineering, Inc. CA 1186P.O. Box 514
Stillwater, OK 74076
IRRIGATION PLAN
IR-1
1195
1194
1194
1195
1194
1193
1192
1191
1190
1189
1189
1189
1188
1187
1186
1185
1184
1183
1196
1195
1194
1193
1182
1183
1184
1185
1191
1190 1191
1194
1195
1193
1190
1192
1192
1189
1188
1187
1187
4" (E
xist
ing)
FIELD 5
EXISTING SPRINKLER HEADS IN THIS AREA TO BERAISED OR LOWERED ACCORDING TO NEWGRADE. REFER TO IRRIGATION INSTALLATIONNOTES AND DETAILS.
EXISTING SPRINKLER HEADS IN THIS AREA TO BERAISED OR LOWERED ACCORDING TO NEWGRADE. REFER TO IRRIGATION INSTALLATIONNOTES AND DETAILS.
Special PrecautionsShould be Taken to AvoidDamage to the Existing 4"
Line
FIELD 6
1221/2" 2" 2" 11/4" 11/4"
21/2" 2" 2" 11/4" 11/4"12 12 12 12 12 12
12 12 12 12 1221/2"
[A01]
[A02]
4" (E
xist
ing)
4" (E
xist
ing)
4" (E
xist
ing)
4" (Existing)
Special PrecautionsShould be Taken to AvoidDamage to the Existing 2"
Line
C30
(Existing)
[A05]
[A07]
21/2"
21/2"
11/4
"11
/4"
2"11
/4"
11/4
"
[A06]
[A08]
21/2"
Install 4"X4"X2" D.I.Mechanical Joint ServiceTee With Bolted SteelCoupling
Install 4"X4"X2" D.I.Mechanical Joint ServiceTee With Bolted SteelCoupling
Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel Coupling
Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel Coupling
Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee
Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel Coupling
11/4
"11
/4"
2"11
/4"
11/4
"11
/4"
11/4
"2"
11/4
"11
/4"
21/2"
21/2
"
4" (N
ew)
21/2"
21/2"
Install 2-1/2" D.I.Mechanical Joint Cap(Typical All Locations)
Install 2-1/2" D.I.Mechanical Joint Cap(Typical All Locations)
MATCHLINE "A"MATCHLINE "A"MATCHLINE "A" MATCHLINE "A"
Install 2-1/2"X2-1/2"X3/4" D.I.Mechanical Joint Service Tee
(Typical All Locations)
Install 2-1/2"X2-1/2"X3/4" D.I.Mechanical Joint Service Tee
(Typical All Locations)
Remove Existing D.I. Capand Extend 4" Main Line ToLocation Shown. Refer toAs-built Drawings for CapLocation
Install 4" D.I.Mechanical Joint Cap
[A02]
11/4
"11
/4"
21/2"
2"11
/4"
11/4
"
12
12
12
12
12
12
12
12
12
1212
12
12
12
12
12
12
12
12
12
A30
VALVE MODEL FLOW ID SIZE (GPM)A01 2" RAINBIRD 200-PEB 74 A02 2" RAINBIRD 200-PEB 74A03 2" RAINBIRD 200-PEB 61 A04 2" RAINBIRD 200-PEB 61A05 2" RAINBIRD 200-PEB 61 A06 2" RAINBIRD 200-PEB 61A07 2" RAINBIRD 200-PEB 61 A08 2" RAINBIRD 200-PEB 61
1-800-522-6543
OKIE
CALL OKIE
BEFOREYOU DIG..
ISSUE/ REVISIONS
PROJECT INFORMATION
DRAWN BY CHECKED BY
PROJECT NO.
PROJECT ADDRESS:
DATE
GR
IFF
IN S
OC
CE
R C
OM
PL
EX
NO
RT
H F
IEL
D R
EN
OV
AT
ION
S N
OR
MA
N,
OK
LA
HO
MA
5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAX
WWW.PLANNINGDESIGNGROUP.COM
PDGPLANNING DESIGN GROUP
LANDSCAPE ARCHITECTURE ●RECREATIONAL DESIGN ● LAND PLANNING
JM GE
09/16/2020NA
OWNER:
1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071
09/16/20 100% BID SET
THE CITY OFNORMANPARKS &
RECREATION201-C WEST GRAY
NORMAN, OK 73069(405) 366-5472
DATE SIGNED:_____________________
DR
P
TI
GS
EREE G
MOORE
MLKOOA H
11869 R
A
EENI
I
JAMES EDWIN
FOR SES
LAN
EN
O
Moore Engineering, Inc. CA 1186P.O. Box 514
Stillwater, OK 74076
IRRIGATION PLAN
IR-2
1-800-522-6543
OKIE
CALL OKIE
BEFOREYOU DIG..
ISSUE/ REVISIONS
PROJECT INFORMATION
DRAWN BY CHECKED BY
PROJECT NO.
PROJECT ADDRESS:
DATE
GR
IFF
IN S
OC
CE
R C
OM
PL
EX
NO
RT
H F
IEL
D R
EN
OV
AT
ION
S N
OR
MA
N,
OK
LA
HO
MA
5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAX
WWW.PLANNINGDESIGNGROUP.COM
PDGPLANNING DESIGN GROUP
LANDSCAPE ARCHITECTURE ●RECREATIONAL DESIGN ● LAND PLANNING
JM GE
09/16/2020NA
OWNER:
1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071
09/16/20 100% BID SET
THE CITY OFNORMANPARKS &
RECREATION201-C WEST GRAY
NORMAN, OK 73069(405) 366-5472
DATE SIGNED:_____________________
DR
P
TI
GS
EREE G
MOORE
MLKOOA H
11869 R
A
EENI
I
JAMES EDWIN
FOR SES
LAN
EN
O
Moore Engineering, Inc. CA 1186P.O. Box 514
Stillwater, OK 74076
SpLgSpLg
IRRIGATION DETAILSAND NOTES
IR-3