Nyloplast Drain Basin With Pedestrian Grate Pdg PDF Free Download

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PDG2499CGPNYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATEAPPROX. DRAIN AREA 164.10 SQ INAPPROX. WEIGHT WITH FRAME 99.50 LBS(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.PLANNING DESIGN GROUP12" MIN WIDTH GUIDELINELANDSCAPE ARCHITECTURE RECREATIONAL DESIGN LAND PLANNING5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAXWWW.PLANNINGDESIGNGROUP.COM1.506" MIN THICKNESS GUIDELINE(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION3.04(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.(5) ADAPTERANGLESVARIABLE 0 - 360 ACCORDING TOPLANSJohnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Oklahoma City, OK 73104NYLOPLAST.384" MIN ON 12" - 24"6" MIN ON 30" & 36"WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)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 D2321.12" - 36"DO NOT POLLUTE DRAINS TO WATERWAYS(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(3) VARIABLE SUMP DEPTHACCORDING TO PLANS(6" MIN. ON 12" - 24", 10" MIN. ON 30"& 12" MIN. ON 36"BASED ON MANUFACTURING REQ.)FAX (405) 235-8078 www.jaokc.comENGINEERSDUCTILE IRONØ24.75SURVEYORSPLANNERSØ28.50PROJECT INFORMATIONDRAWN 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. 2013 NYLOPLASTEBCPVC4-20-07DATEREVISED BYDATENMH3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.comMATERIALPROJECT NO./NAMETITLE06-12-18DWG SIZEASCALE1:40SHEET1 OF 1DRAIN BASIN WITH PEDESTRIAN GRATEQUICK SPEC INSTALLATION DETAILDWG NO.7001-110-283REVEDIMENSIONS 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.7001-110-023PROJECT ADDRESS: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. 2007 NYLOPLASTDRAWN BYDATEREVISED BYDATEDWG SIZEEBCMATERIALDUCTILE IRON3-8-06EBC PROJECT NO./NAMETITLE3-13-10A1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 730713130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com24 IN PEDESTRIAN GRATE ASSEMBLY - TYPE BSCALE1:10SHEET1 OF 1DWG NO.7001-110-216REVCPROJECT NO.NADATE09-14-20DRAWN BYCHECKED BYGRIFFIN SOCCER COMPLEXNORTHWEST FIELDRENOVATIONSNORMAN, OKLAHOMA1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536GRADE 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 PLANDETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPINGRESTRICTIONS. SEE DRAWING NO. 7001-110-065.4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TOASTM 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 MINIMUMANGLE 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 DRAWINGNO. 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES).(405) 235-8075Certificate of Authorization #1484 Exp. Date: 06-30-2021ISSUE/ REVISIONS95% REVIEW SET7/8/20THIS 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 NYLOPLASTDRAWN BYDATEREVISED BYDATEDWG SIZECJAMATERIAL3-10-00NMH PROJECT NO./NAMETITLE02-21-18A3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com8 IN - 36 IN DRAIN BASIN SPECIFICATIONSSCALE1:1SHEET1 OF 1DWG NO.7001-110-011REVJACAD FILE: H:\3870\NW Fields Renovation\3870-NW FIELDS-STORM.dwg, 8/11/2020 9:38 AM, Chris GettingsXREFS LOADED:OWNER:THE CITY OFNORMANPARKS &RECREATION201-C WEST GRAYNORMAN, OK 73069(405) 366-5472ST4STORM SEWER DETAILS

PDGPLANNING DESIGN GROUPLANDSCAPE ARCHITECTURE RECREATIONAL DESIGN LAND PLANNING5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAXWWW.PLANNINGDESIGNGROUP.COMJohnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Oklahoma City, OK 73104(405) 235-8075FAX (405) 235-8078 www.jaokc.comCertificate of Authorization #1484 Exp. Date: 06-30-2021ENGINEERSSURVEYORSPLANNERSPROJECT INFORMATIONPROJECT ADDRESS:1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071NADATE09-14-20DRAWN BYCHECKED BYGRIFFIN SOCCER COMPLEXNORTHWEST FIELDRENOVATIONSNORMAN, OKLAHOMAPROJECT NO.ISSUE/ REVISIONS95% REVIEW SET7/8/20ACAD FILE: H:\3870\NW Fields Renovation\3870-NW FIELDS-STORM.dwg, 8/11/2020 9:38 AM, Chris GettingsXREFS LOADED:OWNER:THE CITY OFNORMANPARKS &RECREATION201-C WEST GRAYNORMAN, OK 73069(405) 366-5472ST5STORM SEWER DETAILS

PDGPLANNING DESIGN GROUPLANDSCAPE ARCHITECTURE RECREATIONAL DESIGN LAND PLANNING5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAXWWW.PLANNINGDESIGNGROUP.COMJohnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Oklahoma City, OK 73104(405) 235-8075FAX (405) 235-8078 www.jaokc.comCertificate of Authorization #1484 Exp. Date: 06-30-2021ENGINEERSSURVEYORSPLANNERSPROJECT INFORMATIONPROJECT ADDRESS:1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071NADATE09-14-20DRAWN BYCHECKED BYGRIFFIN SOCCER COMPLEXNORTHWEST FIELDRENOVATIONSNORMAN, OKLAHOMAPROJECT NO.ISSUE/ REVISIONS95% REVIEW SET7/8/20ACAD FILE: H:\3870\NW Fields Renovation\3870-NW FIELDS-STORM.dwg, 8/11/2020 9:38 AM, Chris GettingsXREFS LOADED:OWNER:THE CITY OFNORMANPARKS &RECREATION201-C WEST GRAYNORMAN, OK 73069(405) 366-5472ST6STORM SEWER DETAILS

PDGPLANNING DESIGN GROUPLANDSCAPE ARCHITECTURE RECREATIONAL DESIGN LAND PLANNING5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 FAXWWW.PLANNINGDESIGNGROUP.COMA30JAMES EDWINMOORERRE11869E NG I N E EG I S T EREDO F E S S I ONALPROKL A H OM ADATE SIGNED:MATCHLINE "A"MATCHLINE "A"MATCHLINE "A"MATCHLINE "A"4" (Existing)1212[A04]1199FIELD 4PROJECT ADDRESS:1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 73071Install 2-1/2"X2-1/2"X3/4" D.I.Mechanical Joint Tee(Typical All Locations)Install 4"X4"X2-1/2"" D.I.Mechanical Joint Tee WithBolted Steel ECT INFORMATION1212PROJECT NO.NADATE09/16/2020DRAWN BYCHECKED BYJMGEGRIFFIN SOCCER COMPLEXNORTH FIELD RENOVATIONSNORMAN, OKLAHOMA11/4"Install 2-1/2" D.I.Mechanical Joint Cap(Typical All Locations)11/4"Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel Coupling1221/2"FLOW(GPM)RAINBIRD 200-PEB 74RAINBIRD 200-PEB 74RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 6111/4"11/4"1198MODEL119811974" (Existing)119612VALVEID SIZEA01 2"A02 2"A03 2"A04 2"A05 2"A06 2"A07 2"A08 2"Moore Engineering, Inc. CA 1186P.O. Box 514Stillwater, OK 740761211994" (Existing)ISSUE/ REVISIONS09/16/204" (Existing)4" (Existing)1211/4"11/4"1199100% BID SET11991198OWNER:THE CITY OFNORMANPARKS &RECREATIONOKIEBEFOREYOU DIG.CALL OKIE1-800-522-6543201-C WEST GRAYNORMAN, OK 73069(405) 366-5472IR-1IRRIGATION PLAN

PDGPLANNING DESIGN GROUPLANDSCAPE ARCHITECTURE RECREATIONAL DESIGN LAND PLANNING5314 S. YALE AVE., SUITE 710, TULSA, OK 74135918.628.1255 918.628.1256 118411861185118711871188124" (Existing)12A302"Install 4"X4"X2" D.I.Mechanical Joint ServiceTee With Bolted SteelCoupling1221/2"12G I S T EREDMODELFLOW(GPM)RAINBIRD 200-PEB 74RAINBIRD 200-PEB 74RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61RAINBIRD 200-PEB 61PROJECT INFORMATIONPROJECT ADDRESS:1001 E. ROBINSON ST.,NORMAN, OKLAHOMA 191119111924" (Existing)119212119311921193FIELD 521/2"121195Install 2-1/2"X2-1/2"X3/4" D.I.Mechanical Joint Service Tee(Typical All Locations)11951193124" (Existing)11/4"11941196Install 4"X4"X2" D.I.Mechanical Joint ServiceTee With Bolted N BYCHECKED BYJMGEISSUE/ REVISIONS09/16/20100% BID SET11941211/4"1212OWNER:Remove Existing D.I. Capand Extend 4" Main Line ToLocation Shown. Refer toAs-built Drawings for CapLocationTHE CITY OFNORMANPARKS &RECREATION1195C30(Existing)1194MATCHLINE "A"MATCHLINE "A"09/16/20201221/2"1221/2"1211/4"11/4"EXISTING SPRINKLER HEADS IN THIS AREA TO BERAISED OR LOWERED ACCORDING TO NEWGRADE. REFER TO IRRIGATION INSTALLATIONNOTES AND DETAILS.12DATE11/4"2"21/2"Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee21/2"2"[A06]11/4"[A05]124" (New)1211/4"Install 2-1/2" D.I.Mechanical Joint Cap(Typical All Locations)Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel Coupling11/4"11/4"Install 4" D.I.Mechanical Joint Cap1194NA1212118912PROJECT NO.GRIFFIN SOCCER COMPLEXNORTH FIELD RENOVATIONSNORMAN, OKLAHOMA[A02]Special PrecautionsShould be Taken to AvoidDamage to the Existing 2"LineL A H OM AMoore Engineering, Inc. CA 1186P.O. Box 514Stillwater, OK 7407611/4"4" (Existing)11/4"12VALVEID SIZEA01 2"A02 2"A03 2"A04 2"A05 2"A06 2"A07 2"A08 2"121211869DATE SIGNED:11/4"EXISTING SPRINKLER HEADS IN THIS AREA TO BERAISED OR LOWERED ACCORDING TO NEWGRADE. REFER TO IRRIGATION INSTALLATIONNOTES AND DETAILS.Install 2-1/2"X2-1/2"X3/4" D.I.Mechanical Joint Service Tee(Typical All Locations)JAMES EDWINMOOREOK11881211/4"21/2"12[A08]2"21/2"O F E S S I ONRFIELD 6[A07]21/2"11/4"11/4"118712PRREInstall 2-1/2" D.I.Mechanical Joint Cap(Typical All Locations)118921/2"11/4"11/4"Install 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel CouplingInstall 4"X4"X2-1/2" D.I.Mechanical Joint Tee WithBolted Steel CouplingE NG I N E E12Special PrecautionsShould be Taken to AvoidDamage to the Existing 4"LineAL4" (Existing)[A02]MATCHLINE "A"MATCHLINE "A"OKIEBEFOREYOU DIG.CALL OKIE1-800-522-6543201-C WEST GRAYNORMAN, OK 73069(405) 366-5472IR-2IRRIGATION PLAN

permission from nyloplast. dwg size a scale 1:10 sheet 1 of 1 dwg no. 7001-110-216 rev c 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 date 3-8-06 this print discloses subject matter in which drawn by ebc