STORM SEWER DETAILS ST4 ISSUE/ REVISIONS PROJECT INFORMATION DRAWN BY CHECKED BY PROJECT NO. PROJECT ADDRESS: DATE GRIFFIN SOCCER COMPLEX NORTHWEST FIELD RENOVATIONS NORMAN, OKLAHOMA 5314 S. YALE AVE., SUITE 710, TULSA, OK 74135 918.628.1255 918.628.1256 FAX WWW.PLANNINGDESIGNGROUP.COM PDG PLANNING DESIGN GROUP LANDSCAPE ARCHITECTURE ● RECREATIONAL DESIGN ● LAND PLANNING NA OWNER: 1001 E. ROBINSON ST., NORMAN, OKLAHOMA 73071 THE CITY OF NORMAN PARKS & RECREATION 201-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 FILE: H:\3870\NW Fields Renovation\3870-NW FIELDS-STORM.dwg, 8/11/2020 9:38 AM, Chris Gettings XREFS LOADED: REV E 7001-110-283 DWG NO. 1 OF 1 SHEET 1:40 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH PEDESTRIAN GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 4-20-07 DATE EBC DRAWN BY 06-12-18 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 12" - 36" (3) VARIABLE SUMP DEPTH ACCORDING 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 BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR 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 BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE 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 ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE 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 IRON FRAME & GRATE TO MATCH BASIN O.D. 12" MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION 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 J 7001-110-011 DWG NO. 1 OF 1 SHEET 1:1 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 36 IN DRAIN BASIN SPECIFICATIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 3-10-00 DATE CJA DRAWN BY 02-21-18 NMH ® ©2013 NYLOPLAST THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. REV C 7001-110-216 DWG NO. 1 OF 1 SHEET 1:10 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN PEDESTRIAN GRATE ASSEMBLY - TYPE B TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 3-8-06 DATE EBC DRAWN BY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-13-10 EBC 2499CGP APPROX. DRAIN AREA = 164.10 SQ IN APPROX. WEIGHT WITH FRAME = 99.50 LBS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-10 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-023 DUCTILE IRON NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS 3.04 1.50 Ø28.50 Ø24.75 .38 ® ©2007 NYLOPLAST
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
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
:\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
:
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
:
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
K
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
M
AutoCAD SHX Text
12277
AutoCAD SHX Text
TIMOTHY W.
AutoCAD SHX Text
JOHNSON
AutoCAD SHX Text
RENEWAL DATE: 04/30/2022
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
P
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
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
:
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
K
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
M
AutoCAD SHX Text
12277
AutoCAD SHX Text
TIMOTHY W.
AutoCAD SHX Text
JOHNSON
AutoCAD SHX Text
RENEWAL DATE: 04/30/2022
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
P
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
E
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
AutoCAD SHX Text
SV
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SV
AutoCAD SHX Text
60
AutoCAD SHX Text
30
AutoCAD SHX Text
15
AutoCAD SHX Text
0
AutoCAD SHX Text
30
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
4" ROTARY POP-UP HEAD - RAIN BIRD 6504 "FALCON" FC WITH RAIN CURTAIN NOZZLE AS SHOWN. (REFER TO DETAIL 1) EXISTING ROTARY HEAD - 1" (APPROXIMATE LOCATION SHOWN, SEE NOTES AND DETAIL 2) RAIN BIRD PESB SERIES CONTROL VALVE (NEW) WITH SPEARS MODEL 3629 TRU-UNION BALL VALVE - SEE VALVE CHART FOR SIZES (REFER TO DETAIL 3). ACTUAL VALVE LOCATIONS SHALL BE APPROVED BY OWNER. EXISTING RAIN BIRD PESB SERIES CONTROL VALVE 2" (APPROXIMATE LOCATION SHOWN, SEE NOTES) FREEZELESS BURY HYDRANT - WOODFORD MODEL Y95 WITH BURY DEPTH AS REQUIRED FOR SITE CONDITIONS (REFER TO DETAIL 4) EXISTING 30 STATION CONTROLLER PVC PIPE MAIN LINES - PVC SCHEDULE 40 - 4" (EXISTING) MAIN LINES - PVC SCHEDULE 40 - 4" (EXISTING) MAIN LINES - PVC SCHEDULE 40 - 2-1/2" & 4" (NEW) LATERAL LINES - CL 200 SDR21 SOLVENT WELD JOINTS - SIZE AS SHOWN
AutoCAD SHX Text
EQUIPMENT LEGEND
AutoCAD SHX Text
12
AutoCAD SHX Text
REFER TO SHEET IR-3 FOR IRRIGATION INSTALLATION DETAILS AND NOTES
AutoCAD SHX Text
NEW CONTROL VALVE LIST
AutoCAD SHX Text
EXISTING IRRIGATION SYSTEM COMPONENTS INCLUDING BUT NOT LIMITED TO MAIN LINE, CONTROL VALVES, LATERAL PIPING AND SPRINKLER HEADS ARE SHOWN WITH APPROXIMATE LOCATIONS. CONTRACTOR IS TO FIELD VERIFY ALL ITEMS DURING THE BIDDING PROCESS.
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
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
SV
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
U
AutoCAD SHX Text
WV
AutoCAD SHX Text
SV
AutoCAD SHX Text
W
AutoCAD SHX Text
SV
AutoCAD SHX Text
60
AutoCAD SHX Text
30
AutoCAD SHX Text
15
AutoCAD SHX Text
0
AutoCAD SHX Text
30
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
4" ROTARY POP-UP HEAD - RAIN BIRD 6504 "FALCON" FC WITH RAIN CURTAIN NOZZLE AS SHOWN. (REFER TO DETAIL 1) EXISTING ROTARY HEAD - 1" (APPROXIMATE LOCATION SHOWN, SEE NOTES AND DETAIL 2) RAIN BIRD PESB SERIES CONTROL VALVE (NEW) WITH SPEARS MODEL 3629 TRU-UNION BALL VALVE - SEE VALVE CHART FOR SIZES (REFER TO DETAIL 3). ACTUAL VALVE LOCATIONS SHALL BE APPROVED BY OWNER. EXISTING RAIN BIRD PESB SERIES CONTROL VALVE 2" (APPROXIMATE LOCATION SHOWN, SEE NOTES) FREEZELESS BURY HYDRANT - WOODFORD MODEL Y95 WITH BURY DEPTH AS REQUIRED FOR SITE CONDITIONS (REFER TO DETAIL 4) EXISTING 30 STATION CONTROLLER PVC PIPE MAIN LINES - PVC SCHEDULE 40 - 4" (EXISTING) MAIN LINES - PVC SCHEDULE 40 - 4" (EXISTING) MAIN LINES - PVC SCHEDULE 40 - 2-1/2" & 4" (NEW) LATERAL LINES - CL 200 SDR21 SOLVENT WELD JOINTS - SIZE AS SHOWN
AutoCAD SHX Text
EQUIPMENT LEGEND
AutoCAD SHX Text
12
AutoCAD SHX Text
REFER TO SHEET IR-3 FOR IRRIGATION INSTALLATION DETAILS AND NOTES
AutoCAD SHX Text
NEW CONTROL VALVE LIST
AutoCAD SHX Text
EXISTING IRRIGATION SYSTEM COMPONENTS INCLUDING BUT NOT LIMITED TO MAIN LINE, CONTROL VALVES, LATERAL PIPING AND SPRINKLER HEADS ARE SHOWN WITH APPROXIMATE LOCATIONS. CONTRACTOR IS TO FIELD VERIFY ALL ITEMS DURING THE BIDDING PROCESS.
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
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
1
AutoCAD SHX Text
1" INLET GEARED ROTARY (NEW) - TYPICAL SECTION
AutoCAD SHX Text
3
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CONTROL VALVE ASSEMBLY (NEW) -TYPICAL SECTION
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
COMPACT SUB-GRADE
AutoCAD SHX Text
CL 200 LATERAL LINE SIZE AS PER PLAN
AutoCAD SHX Text
RECTANGULAR LARGE VALVE BOX WITH LOCKING COVER ATTACHED TO 6" EXTENSIONS QUANTITY OF EXTENSIONS AS REQUIRED TO MOUNT FLUSH WITH FINISH GRADE
AutoCAD SHX Text
REMOTE CONTROL VALVE; EQUAL TO RAIN BIRD PESB SERIES, SIZE AS PER PLAN
AutoCAD SHX Text
TRUE UNION BALL VALVE; SPEARS 3629-000 SERIES BALL VALVE; SIZE AS PER CONTROL VALVE SIZE
AutoCAD SHX Text
SCH 80 ELL - SIZE AS PER VALVE SIZE
AutoCAD SHX Text
6" OF 1-1/2" WASHED ROUND RIVER ROCK
AutoCAD SHX Text
MAIN LINE
AutoCAD SHX Text
SCH 40 COUPLING WITH BUSHING
AutoCAD SHX Text
DUCTILE IRON SERVICE TEE - OUTLET AS PER CONTROL VALVE SIZE
AutoCAD SHX Text
SCH 80 NIPPLE - SIZE AS PER VALVE SIZE
AutoCAD SHX Text
SPEARS
AutoCAD SHX Text
SPEARS
AutoCAD SHX Text
WATERPROOF WIRE CONNECTORS
AutoCAD SHX Text
CONCRETE BLOCKING ON ALL CORNERS (TYPICAL)
AutoCAD SHX Text
MAIN LINE PIPE AND WIRING
AutoCAD SHX Text
LATERAL PIPING
AutoCAD SHX Text
CONTROL WIRES
AutoCAD SHX Text
TIE A LOOSE 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30°. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE.
AutoCAD SHX Text
TAPE AND BUNDLE 24 VOLT WIRING AT 10 FEET INTERVALS
AutoCAD SHX Text
LATERAL LINE
AutoCAD SHX Text
MAIN LINE
AutoCAD SHX Text
6
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TYPICAL TRENCH SECTION
AutoCAD SHX Text
NOTES: : 1. GASKET JOINT MAIN LINES SHALL RECEIVE CONCRETE THRUST BLOCKS AT GASKET JOINT MAIN LINES SHALL RECEIVE CONCRETE THRUST BLOCKS AT ALL POINTS OF CHANGE IN DIRECTION INCLUDING ISOLATION VALVES. 2. SEE IRRIGATION SPECIFICATIONS AND PIPE MANUFACTURER'S SEE IRRIGATION SPECIFICATIONS AND PIPE MANUFACTURER'S RECOMMENDATIONS FOR TYPE AND SIZE OF THRUST BLOCK TO FORM. SIZE SHALL BE APPROPRIATE FOR FITTING ARRANGEMENT, WATER PRESSURE AND SOIL TYPE ENCOUNTERED. 3. THRUST BLOCKS SHALL BE FORMED AGAINST A SOLID TRENCH WALL. THRUST BLOCKS SHALL BE FORMED AGAINST A SOLID TRENCH WALL. 4. ALL PIPE AND FITTINGS SHALL BE COVERED WITH MINIMUM 4 MIL VISQUEEN ALL PIPE AND FITTINGS SHALL BE COVERED WITH MINIMUM 4 MIL VISQUEEN PLASTIC WRAP PRIOR TO POURING THRUST BLOCK.
AutoCAD SHX Text
ELL
AutoCAD SHX Text
CROSS
AutoCAD SHX Text
TEE
AutoCAD SHX Text
ISOLATION VALVE
AutoCAD SHX Text
45° ELL
AutoCAD SHX Text
WYE
AutoCAD SHX Text
45° ELL
AutoCAD SHX Text
PIPE (TYPICAL)
AutoCAD SHX Text
BENT REBAR AROUND FITTING (TYPICAL)
AutoCAD SHX Text
FITTING (TYPICAL)
AutoCAD SHX Text
CONCRETE THRUST BLOCK (TYPICAL)
AutoCAD SHX Text
UNDISTURBED SOIL (TYPICAL)
AutoCAD SHX Text
5
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
THRUST BLOCK DETAILS
AutoCAD SHX Text
1) There is an existing irrigation system on this project which must be protected and maintained operational at all times during There is an existing irrigation system on this project which must be protected and maintained operational at all times during construction activities. All damages to the existing irrigation system by the contractor shall be corrected at no cost to the Owner and said repairs shall receive the approval of Owner prior to acceptance of the system. 2) Prior to excavation, contractor shall verify utility locations with telephone, gas, cable tv, and electric companies. Owner Prior to excavation, contractor shall verify utility locations with telephone, gas, cable tv, and electric companies. Owner Representative and Contractor to review site electrical, site grading and drainage, site irrigation and all other drawings pertaining to underground utility locations. 3) The irrigation design is diagrammatic. The intent of the drawings is to show the general layout and logic of the system. Scaled The irrigation design is diagrammatic. The intent of the drawings is to show the general layout and logic of the system. Scaled measurements may not be accurate. Actual locations and quantities of pipe and fittings may vary due to actual installation conditions. Contractor shall refer to landscape drawings for specific planting plans and locations. Although irrigation pipe may be shown inside existing tree drip/canopy area for convenience and clarity, contractor shall route lines outside of canopy of existing trees. When obstructions (trees, shrubs, hydrants, lights, etc.) interfere with spray pattern of sprinkler heads so as to prevent proper coverage, adjust sprinkler system by installing adjustable pattern sprinkler heads on each side of the obstruction so as to provide proper coverage. Contractor shall perform all adjustments at no additional cost to Owner. 4) Irrigation installation shall be coordinated with excavation, grading, building, paving and planting operations. Irrigation installation shall be coordinated with excavation, grading, building, paving and planting operations. 5) Contractor shall follow drawings, specifications and specific manufacturers recommendations to ensure proper installation of the Contractor shall follow drawings, specifications and specific manufacturers recommendations to ensure proper installation of the irrigation system. Contractor shall notify Owner Representative in writing whenever there appears to be a conflict between any of the above stated documents. Contractor shall not willfully install the irrigation system as indicated on the drawings when it obvious in the field that obstructions, grade differences or area dimensions exist that might not have been considered during design. contractor shall bring such obstructions or differences to the attention of Owner's Representative. In the event this notification is not performed, Contractor assumes responsibility for all required revisions. 6) Irrigation 24 volt common wire shall be 14 gauge UF and control wire shall be 14 gauge UF. Waterproof connectors, appropriate for Irrigation 24 volt common wire shall be 14 gauge UF and control wire shall be 14 gauge UF. Waterproof connectors, appropriate for the voltage requirements specified by the controller manufacturer, shall be used on all splices and connections. 7) The existing heads on eight zones (48 heads total) shall be raised or lowered depending on their location on the revised grading The existing heads on eight zones (48 heads total) shall be raised or lowered depending on their location on the revised grading plan. The heads shall be raised by the following techniques: a. Excavate around and unscrew the sprinkler head from the swing joint assembly. Excavate around and unscrew the sprinkler head from the swing joint assembly. b. Install a Schedule 80 female adapter to the top male thread of the of the swing joint assembly. Glue a T.O.E. (thread Install a Schedule 80 female adapter to the top male thread of the of the swing joint assembly. Glue a T.O.E. (thread one end) schedule 80 nipple into the socket end of the female adapter. The T.O.E. nipple shall be cut, prior to gluing, to the correct length to bring the top of the sprinkler head flush with grade. (Refer to Detail 2) c. Reinstall sprinkler head. Reinstall sprinkler head. 8) The existing heads which need to be lowered will require the swing joint assembly to be dug around and exposed so the head can The existing heads which need to be lowered will require the swing joint assembly to be dug around and exposed so the head can be lowered such that the top is flush with grade. This can be accomplished by rotating the swing joint assembly downward. If the proper height cannot be achieved by swing joint rotation, consult with Owner for alternate methods. 9) The valve enclosures around the existing control valves shall be raised or lowered depending on the valve location. The valve boxes The valve enclosures around the existing control valves shall be raised or lowered depending on the valve location. The valve boxes shall be raised by adding 6" valve box extensions until the top of the valve box is flush with grade. If the existing valve boxes need to be lowered, then the boxes shall be dug around and lowered so the enclosure top is flush with grade. Proper blocking under all valve enclosures is required.
AutoCAD SHX Text
INSTALLATION NOTES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
2
AutoCAD SHX Text
1" INLET EXISTING GEARED ROTARY- TYPICAL SECTION
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
PVC SCH 40 TEE OR ELL
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
R
AutoCAD SHX Text
POP-UP ROTARY SPRINKLER: 1" INLET
AutoCAD SHX Text
SWING JOINT ASSEMBLY
AutoCAD SHX Text
SCH 80 NIPPLE (T.O.E) LENGTH REQUIRED TO BRING TOP OF SPRINKLER FLUSH WITH GRADE
AutoCAD SHX Text
SCH 80 FEMALE APAPTER (SXT)
AutoCAD SHX Text
PVC LATERAL PIPE
AutoCAD SHX Text
PVC SCH 40 TEE OR ELL
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
RAIN BIRD MODEL 6504 FALCON POP-UP ROTARY SPRINKLER (PART CIRCLE OR FULL CIRCLE)
AutoCAD SHX Text
SPEARS 315 PSI SWING JOINT ASSY MODEL 5807-01012
AutoCAD SHX Text
IRRIGATION MAIN LINE
AutoCAD SHX Text
1-1/2" WASHED ROUND RIVER ROCK TO FORM 8" DEEP SUMP AROUND VALVE
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
SWING JOINT RISER; RAIN BIRD 3/4" MODEL TSJ12075. TO BE INSTALLED NO MORE THAN 30° FROM HORIZONTAL
AutoCAD SHX Text
MAIN LINE SERVICE TEE; MAIN LINE SIZE x 1" DUCTILE IRON MECHANICAL JOINT TEE MJXMJXT
AutoCAD SHX Text
<30 DEG
AutoCAD SHX Text
FREEZELESS YARD HYDRANT WOODFORD MODEL Y95
AutoCAD SHX Text
1/8" NPT DRAIN HOLE
AutoCAD SHX Text
NOTE: SELECT HYDRANT LENGTH TO CONFORM WITH MAIN LINE DEPTH
AutoCAD SHX Text
4
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
FREEZE;ESS YARD HYDRANT (TYPICAL SECTION)
Related Documents
