20180409 Ver 1_Construction Plans_20180322

Rbeforeyou dig.[phone]--8020 Tower Point Drive, Charlotte NC 28227-----McKim & Creed-DATE SURVEY COMPLETED:TOPO NO:PHONE:INSIDE CHARLOTTE: ( ) YES ( ) NO:DATE SURVEY COMPLETED:CONTRACTOR:DEVELOPER:INSPECTOR:ADDRESS:PHONE:DESIGN COMPANY:DATE DESIGN COMPLETED:SURVEY COMPANY:PLANS PREPARED BY:SURVEYED BY:ADDRESS:ADDRESS:PHONE:TOPO NO:PHONE:INSIDE CHARLOTTE: ( ) YES ( ) NO:CONTRACTOR:DEVELOPER:INSPECTOR:ADDRESS:PHONE:DESIGN COMPANY:DATE DESIGN COMPLETED:SURVEY COMPANY:PLANS PREPARED BY:SURVEYED BY:ADDRESS:ADDRESS:PHONE:A CITY OF CHARLOTTE DEPARTMENT(704) 841-25888020 Tower Point Drive, Charlotte NC 28227McKim & CreedSUMMARY OF SEWER MAINS & MANHOLESSIZEPROJECT NAME:TOTAL NO. LOTS SERVED:DATE AS BUILT: DATE OF ACTIVATION: TOTAL NO. OF MANHOLES:JOB NO:SIZE LENGTHBY:LENGTHAPPROVAL SEALSPAW CREEKREPLACEMENTSEWER
Rbeforeyoudig.
SHEET 16
EXIST 42" (1050mm) RCP PIPEEXIST 24" (600mm) RCPTO BE ABANDONEDEXIST 8" (200mm) SS
248BACLT W JOB # 3203824" RCPEXISTING EASEMENT ALONGABANDONED SEWER SHALL BEVACATED AND REVERT TO PROPERTYOWNER UPON COMPLETION OFCONSTRUCTIONEXISTING 42" & 36" TO BE ABANDONEDFILL PIPE BETWEEN MANHOLESWITH FLOWABLE FILL & PLUG ENDS INMANHOLES WITH CONCRETERbeforeyoudig.S1 - STREAM CROSSING- 40 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization- See also Sheet 14S2 - STREAM CROSSING- 40 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization- See also Sheet 14
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EXIST 24" RCPTO BE ABANDONEDEXIST 18" RCP SSTO BE ABANDONEDCLT W JOB #32038EXISTING 8" INV. IN 598.68CLT W JOB # 633.67 EXIST.8" INV. IN 597.39CLT W JOB #32038EXISTING 18 " INV. OUT 596.69EXIST. 8" SSCLT W JOB # 633.67EXISTING EASEMENT ALONGABANDONED SEWER SHALL BEVACATED AND REVERT TO PROPERTYOWNER UPON COMPLETION OFCONSTRUCTION MECKLENGBURG COUNTYDEED REF: 09733-268TAX PARCEL NO. 055-254-15EXIST PUMP STATION10' DIA. WET WELL AND PUMPDRY WELL TO BE DEMOLISHEDPER CLT. WATER SPECIFICATIONSECTION XV SECTION U - ITEM 4EXIST 18" RCP SSTO BE ABANDONEDRbeforeyoudig. MECKLENGBURG COUNTYDEED REF: 09733-268TAX PARCEL NO. 055-254-15S3 - STREAM CROSSING- 40 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization- See also Sheet 15
CLT W JOB # 3203818" RCP TO ABANDONEDINV. OUT 598.50PROP. LGI DEVELOPMENT8" SS TO BECONSTRUCTED BY OTHERSCHARLOTTE WATER JOB NUMBER100-14-53818" RCP TO ABANDONEDCLT W JOB # 3203818" RCP TO BE ABANDONEDCLT W JOB # 3203818" RCP TO ABANDONEDINV. OUT 598.50PROP. LGI DEVELOPMENT8" SS TO BECONSTRUCTED BY OTHERSCHARLOTTE WATER JOB NUMBER100-14-53818" RCP TO ABANDONEDCLT W JOB # 3203818" RCP TO BE ABANDONEDRbeforeyou dig.S4 - STREAM CROSSING- 40 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization
CLT W # 32038EXIST 18" RCPINV. OUT 602.51CLT W # 633.67EXIST 8" SSINV. IN 602.51CLT W # 633.67EXIST 8" VCP SSEXIST. 18" RCP TO BE ABANDONEDEXIST. 18" RCP TO BE ABANDONEDEXISTING EASEMENT ALONGABANDONED SEWER SHALL BEVACATED AND REVERT TO PROPERTYOWNER UPON COMPLETION OFCONSTRUCTIONCLT W JOB # 3203818" RCP TO BE ABANDONEDCLT W JOB # 3203818" RCP TO BE ABANDONEDEXIST. 8" VCP TO BE REPLACEDRbeforeyoudig.CITY OF CHARLOTTE8022 PAWTUCKET RD. . CHARLOTTE NCL1 M45-704DEED REF: 20970-753TAX PARCEL NO. 055-416-22RONALD E. JONES8046 PAWTUCKET RD. CHARLOTTE NC M45-381DEED REF: 17252-533TAX PARCEL NO. 055-416-09JARED LLOYD LOEWEN5840 SULLINS RD. CHARLOTTE NCM47-381DEED REF: 25358 - 102TAX PARCEL NO. 055-416-08LGI HOMES -NC LLC7942 PAW CLUB DR. CHARLOTTE NCPT RM 17-39DEED REF: 29488-232TAX PARCEL NO. 055-221-23S5 - STREAM CROSSING- 40 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization- See also Sheet 15S6 - STREAM CROSSING- 60 LF IMPACT (TEMPORARY)- Temporary dewatering, sewerlineinstallation, bank stabilization- Waiver from the WGC #4133 ActivitySpecific Condition 3S7 - STREAM CROSSING- 20 LF IMPACT (PERMANENT)- Permanent sewerline crossing (Sheet H)S8 - STREAM CROSSING- 20 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization- See also Sheet 16S10 - STREAM CROSSING- 20 LF IMPACT (PERMANENT)- Permanent sewerline crossing (Sheet H)S9 - STREAM CROSSING- 30 LF IMPACT (TEMPORARY)- Temporary dewatering, sewerlineinstallation, bank stabilization- See also Sheet 16ephemeral
55-416-01CLT W JOB # 32038 INV. OUT 608.77INV. 8" DROP IN 618.08EXIST . 18" RCP TO BE ABANDONED
Rbeforeyoudig.JARED LLOYD LOEWEN5840 SULLINS RD. CHARLOTTE NCM47-381DEED REF: 25358 - 102TAX PARCEL NO. 055-416-08JAMES R. & SUZANNE T.BRUMBLEY 7209 PATHFINDER CT. CHARLOTTE NCL22 B17 M17-353DEED REF: 26201-054TAX PARCEL NO. 055-431-8JEFFREY W. & WENDY C.KORBLER 7209 PATHFINDER CT. CHARLOTTE NCL21 B17 M17-353DEED REF: 08771-186TAX PARCEL NO. 055-431-9S13 - STREAM CROSSING- 20 LF IMPACT (PERMANENT)- Permanent stream crossing for access(Sheet H)S12 - STREAM CROSSING- 20 LF IMPACT (TEMPORARY)- Temporary dewatering, bank stabilizationS11 - STREAM CROSSING- 40 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization- See also Sheet 16 for connection
31-8JEFFREY W. & WENDY C.KORBLER 7209 PATHFINDER CT. CHARLOTTE NCL21 B17 M17-353DEED REF: 08771-186TAX PARCEL NO. 055-431-9EXIST . 18" RCP TO BE ABANDONED
EXIST . 18" RCP TO BE ABANDONEDRbeforeyoudig. MECKLENGBURG COUNTYGREENWAY M24-865 & M25-512DEED REF: 08408-739TAX PARCEL NO. 551-172-96MICHAEL S. McCROSKEY 7200 PATHFINDER CT. CHARLOTTE NCL20 B17 M17-353DEED REF: 25334-153TAX PARCEL NO. 055-431-9S15 - STREAM CROSSING- 20 LF IMPACT (PERMANENT)- Permanent sewerline crossing (Sheet H)S14 - STREAM CROSSING- 10 LF IMPACT (TEMPORARY)- Temporary dewatering, sewerlineinstallation, bank stabilization
HOMELAND COMMUNITIESINC.C/A M27-568DEED REF: 06552-480TAX PARCEL NO. 551-172-75CLT W JOB # 32038 18" RCP INV. 623.28 CLT W JOB # 633.710"INV IN 623.95 CLT W JOB # 633.7INV. 8" IN OUTSIDE DROP629.0EXIST 10" VCP SSEXIST 8" SS VC
PEXIST . 18" RCP TO BE ABANDONEDEXIST . 18" RCP TO BE ABANDONEDST . 18" RCP TO BE ABANDONEDEXISTING EASEMENT ALONGABANDONED SEWER SHALL BEVACATED AND REVERT TO PROPERTYOWNER UPON COMPLETION OFCONSTRUCTIONHOMELAND COMMUNITIESINC.C/A M27-568DEED REF: 06552-480TAX PARCEL NO. 551-172-75DEED REF: 28110-821TAX PARCEL NO. 551-173-99REMOVE EXISTING MHEXTEND 10" VCP PIPEWITH DIP TO MH #28Rbeforeyoudig. MECKLENGBURG COUNTYGREENWAY M24-865 & M25-512DEED REF: 08408-739TAX PARCEL NO. 551-172-96JOSEPH SABA CAPRICORN GRADING LLCADNAN HASRALLAHDEED REF: 28110-821TAX PARCEL NO. 551-173-99S17 - STREAM CROSSING- 20 LF IMPACT (PERMANENT)- Permanent sewerline crossing (Sheet H)S16 - STREAM CROSSING- 25 LF IMPACT (TEMPORARY)- Temporary dewatering, sewerlineinstallation, bank stabilization- See also Sheet 17S18 - STREAM CROSSING- 40 LF IMPACT (TEMPORARY)- Temporary dewatering, temporary streamcrossing (Sheet I), sewerline installation,bank stabilization- See also Sheet 17
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Rbeforeyoudig.CARL T . & JACQUELINE H.EVERETT1212 ASHFORD ST. CHARLOTTE NCl27 M21-864DEED REF: 05617-038TAX PARCEL NO. 055-161-11LEWIS R. FITE & C.ANNJACKSON-FITE1216 ASHFORD ST. CHARLOTTE NCL26 M21-864DEED REF: 09882-686TAX PARCEL NO. 0 55-161-15CHRISTOPHER GARDNER JR.& CELESTE J. DAVIS1215 ASHFORD ST. CHARLOTTE NCL25 M21-668DEED REF: 09551-242TAX PARCEL NO. 055-166-13JOSEPH SABA CAPRICORN GRADING LLCADNAN HASRALLAHDEED REF: 28110-821TAX PARCEL NO. 551-173-99JOSEPH SABA CAPRICORN GRADING LLCADNAN HASRALLAHDEED REF: 28110-821TAX PARCEL NO. 551-173-99S20 - STREAM CROSSING- 20 LF IMPACT (PERMANENT)- Permanent sewerline crossing (Sheet H)S19 - STREAM CROSSING- 20 LF IMPACT (TEMPORARY)- Temporary dewatering, sewerlineinstallation, bank stabilization
RDNER JR.DAVISHARLOTTE NC-6689551-242O. 055-166-13ED1415EXIST 8" PIPE INVERT645.0±CLT W JOB # 32038 INV. IN8" SS 629.40 INV. 18" RCP627.50EXIST . 18" RCP TO BE ABANDONEDEXIST 18" RCP TO BE ABANDONEDCLT W JOB # 633.678" INV. IN 628.90CLT W JOB # 32038 EXISTING 30' RWOF LITTLEEXISTING 18" TO BE ABANDONEDFILL PIPE BETWEEN MANHOLESWITH FLOWABLE FILL & PLUG ENDS INMANHOLES WITH CONCRETERbeforeyou dig.8MECKLENBURG COUNTY1300 LITTLE ROCK RD. CHARLOTTE NCDEED REF:28216-515TAX PARCEL NO. 055-311-08TERRILL L. REID6542 PEACEHAVEN DR. CHARLOTTE NCL11 M23-316DEED REF: 08449-995TAX PARCEL NO. 055-311-19MICHELLE &KELVIN L. KELLY6543 PEACEHAVEN DR.CHARLOTTE NCL10 M21-952DEED REF: 08449-995TAX PARCEL NO. 055-311-19WILLIA
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7ELIZABETH A. KINDRED1306 NEWFOUNDLAND CT..CHARLOTTE NCL 4 M22-707DEED REF: 25988-598TAX PARCEL NO. 055-311-12
Rbeforeyou dig.MECKLENBURG COUNTYGREENWAY M35-43DEED REF:25684-411TAX PARCEL NO. 059-201-99
Rbeforeyoudig.S1 - STREAM CROSSING- See Sheet 4S2 - STREAM CROSSING- See Sheet 4
CLT W JOB #32038EXISTING 8" INV. IN 598.68CLT W JOB # 633.67 EXIST.8" INV. IN 597.39CLT W JOB #32038EXISTING 18 " INV. OUT 596.69EXIST. 8" SSCLT W JOB # 633.67EXISTING EASEMENT ALONGABANDONED SEWER SHALL BEVACATED AND REVERT TO PROPERTYOWNER UPON COMPLETION OFCONSTRUCTIONATIONWELL AND PUMPE DEMOLISHEDR SPECIFICATIONCTION U - ITEM 4EXIST 18" RCP SSTO BE ABANDONEDRbeforeyoudig.S3 - STREAM CROSSING- See Sheet 6S5 - STREAM CROSSING- See Sheet 7
JARED LLOYD LOEWEN5840 SULLINS RD. CHARLOTTE NCM47-381DEED REF: 25358 - 102TAX PARCEL NO. 055-416-08CLT W # 32038EXIST 18" RCPINV. OUT 602.51CLT W # 633.67EXIST 8" SSINV. IN 602.51CLT W # 633.67EXIST 8" VCP SSEXIST. 18" RCP TO BE ABANDONEDEXIST. 18" RCP TO BE ABANDONEDEXISTING EASEMENT ALONGABANDONED SEWER SHALL BEVACATED AND REVERT TO PROPERTYOWNER UPON COMPLETION OFCONSTRUCTIONJARED LLOYD LOEWEN5840 SULLINS RD. CHARLOTTE NCM47-381DEED REF: 25358 - 102TAX PARCEL NO. 055-416-08EXIST. 8" VCP TO BE REPLACEDCLT W # 32038EXIST 18" RCPINV. OUT 602.51CLT W # 633.67EXIST 8" SSINV. IN 602.51CLT W # 633.67EXIST 8" VCP SSEXIST. 18" RCP TO BE ABANDONEDEXIST. 18" RCP TO BE ABANDONEDEXISTING EASEMENT ALONGABANDONED SEWER SHALL BEVACATED AND REVERT TO PROPERTYOWNER UPON COMPLETION OFCONSTRUCTIONJARED LLOYD LOEWEN5840 SULLINS RD. CHARLOTTE NCM47-381DEED REF: 25358 - 102TAX PARCEL NO. 055-416-08EXIST. 8" VCP TO BE REPLACEDRbeforeyoudig.EASEMENT LESS THAN 10-FEET FROM THE CREEK.- This alignment was designed to avoid the potential cemeterylocation as much as possible while providing a means to reconnectthe existing sewers at manholes #20C and #20D, and to avoidimpacts to Paw Creek.- Waiver for the WGC #4133 Activity Specific Condition 2 as theeasement is less than 10 feet from the stream bank.S11 - STREAM CROSSING-SeeSheet8S12 - STREAM CROSSING- See Sheet 8S8- STREAM CROSSING- See Sheet 7S8- STREAM CROSSING- See Sheet 7
CLT W JOB # 32038 INV. IN8" SS 629.40 INV. 18" RCP627.50DONEDCLT W JOB # 633.678" INV. IN 628.90TERRILL L. REID6542 PEACEHAVEN DR. CHARLOTTE NCL11 M23-316DEED REF: 08449-995TAX PARCEL NO. 055-311-19MICHELLE & KELVIN L. KELLY6543 PEACEHAVEN DR. CHARLOTTE NCL10 M21-952DEED REF: 08449-995TAX PARCEL NO. 055-311-19WILLIAM & RUTH T. GOBAH6539 PEACEHAVEN DR. CHARLOTTE NCL 9 M21-952DEED REF: 20010-204TAX PARCEL NO. 055-311-176531CLT W JOB # 32038 18" RCP INV. 623.28 CLT W JOB # 633.710"INV IN 623.95 CLT W JOB # 633.7INV. 8" IN OUTSIDE DROP629.0EXIST 10" VCP SSEXIST 8" SS VC
PEXIST . 18" RCP TO BE ABANDONEDEXIST . 18" RCP TO BE ABANDONEDREMOVE EXISTING MHEXTEND 10" VCP PIPEWITH DIP TO MH #28 HOMELAND COMMUNITIESINC.C/A M27-568DEED REF: 06552-480TAX PARCEL NO. 551-172-75Rbeforeyoudig.S18 - STREAM CROSSING- See Sheet 10S19 - STREAM CROSSING- See Sheet 10
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®Rbeforeyoudig.®
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Rbeforeyou dig.COVER SHALL NOT BE OUT OF ROUND.COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.USE WITH TYPE A, B, OR C FRAME5 3/16"1 1/2"COATING - UNDIPPEDMATERIAL - ASTM A48 - CLASS 35 GRAY IRONLOAD RATING - HEAVY DUTYWEIGHT - 150 LB. MIN. , 0% MINUS TOLERANCECLASS 35USF NR NOTES: DATEØ1" VENT HOLE6 1/2"3/8"1 1/8"3/4"S. S. ROD5/8" TYPE 304 15/16"5/8"1 1/4"SURFACEMACHINED1/2"DO NOT ENTERWARNING1 1/2"6 1/4"15/16"3 1/4"26"1" ARIAL TEXT1 5/8"(2) - LIFTING BARS(2) - NON PENETRATINGPICK HOLES1 15/16"5/8" ARIAL STYLE TEXTØ 1" VENT HOLE 3 13/16"Ø 22 13/16"VENTED - ONE VENT HOLE, NO GASKET, NO CAM LOCK24-INCHES DIAMETER (CLEAR OPENING)TYPE 1 MANHOLE COVERWEIGHT - 145 LB. MIN. , 0% MINUS TOLERANCE 3/4" 1 5/8" 1 3/8" 1" 9/16" 1 3/8" 2 1/4" 7/16"SURFACEMACHINED1" VENT HOLE 1/2"S. S. ROD5/8" TYPE 304W A R N ING: DO NOT ENTERSEWER (RECESSED FLUSH)3/4" LETTERS 3 1/8" 1/2"13/16"Ø 26"(RECESSED FLUSH)3/4" LETTERS 1 1/2"SANITARY1 1/2" PICKBARS(2) CORED1" VENT HOLE(RECESSED FLUSH)1" LETTERSAV1.29.23.20091 1/2" PICK HOLES(2) NON PENETRATING PICK HOLE DETAIL PICK HOLE DETAIL TYPE 2 MANHOLE COVERB9.23.2009V1.224-INCHES DIAMETER (CLEAR OPENING)SOLID - NO VENT HOLE, NO GASKET, NO CAM LOCKWEIGHT - 145 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN. , 0% MINUS TOLERANCELOAD RATING - HEAVY DUTY NOTES: MATERIAL - ASTM A48 - CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE A, B, OR C FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.MACHINEDSURFACE5 3/16"1 15/16"USF NRCLASS 35DATE 15/16"5/8" TYPE 304S. S. ROD26"1 1/2"3 1/4"(2) - LIFTING BARSSYS E3/4" LETTERS(RECESSED FLUSH)Ø 26"13/16"1 1/2"Ø 22 13/16" 1/2" 3 1/8"1 1/8" BOSSSANITARY1" LETTERS(RECESSED FLUSH)SEWER3/4" LETTERS (RECESSED FLUSH)W A R N ING: DO NOT ENTERMACHINEDSURFACE(2) CORED PICKBARS 1 1/2" 3 13/16" 9/16"1 5/8"1 1/8"3/4"3/8"1 1/4"5/8" 3/4" 1" 1 3/8" 2 1/4" 7/16" PICK HOLE DETAIL PICK HOLE DETAIL 1 1/2" PICK HOLES(2) NON PENETRATINGRUBBERLOCK LUG 5/8" ID 1.50 ODTYPE 304 S.S.TYPE 304 S.S. NYLKTYPE 304 S.S.TYPE 3 MANHOLE COVERC9.23.2009V1.224-INCHES DIAMETER (CLEAR OPENING)WATERTIGHT - NO VENT HOLE, GASKET, CAM LOCKWEIGHT - 145 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN. , 0% MINUS TOLERANCELOAD RATING - HEAVY DUTY NOTES: MATERIAL - ASTM A48 - CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE A, B, OR C FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.Ø 26"13/16"1 1/2"Ø 22 13/16" 1/2" 3 1/8"1 1/8" BOSSSANITARY1" LETTERS(RECESSED FLUSH)SEWER3/4" LETTERS (RECESSED FLUSH)W A R N ING: DO NOT ENTERMACHINEDSURFACE(2) CORED PICKBARS 1 1/2" 3 13/16" 9/16"CAM LOCKSEE ASSEMBLYDETAIL1/4"NEOPRENEGASKET Ø 25"O.D. OF GKT GROOVE.1800" 2 1/8"Ø11/16".2400"1/16" x 5/8" x 1 1/2"BOLT HEX 5/8"-11x4"TYPE 304 S.S.NUT HEX 5/8"-11NUT HEX JAM 5/8"-11WASHERWASHER3/4" LETTERS(RECESSED FLUSH)MACHINEDSURFACE5 3/16"1 15/16"USF NLCLASS 35DATE 15/16"5/8" TYPE 304S. S. ROD22"1 1/2"3 1/4"(2) - LIFTING BARSCAM LOCKSEE ASSEMBLYDETAIL3/8"USF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 3042 1/8"2 3/8"26"HOLE @ Ø 22"Ø 7/8" CAM LOCK5/8"3/16"3/4"3/8"5/16"1 1/4"5/8"GROOVE3/16" DOVETAIL1 5/8"GROOVE3/16" DOVETAIL1 1/2" PICK HOLES(2) NON PENETRATING .180" .240" 7/16" 1" 1 3/8" 2 1/4"3/4" PICK HOLE DETAIL PICK HOLE DETAIL 1 1/4"W A RNING: DO NOT ENTER1" LETTERINGRECESSED1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES1 3/4" LETTERINGRECESSEDSANITARYSEWER(2) CAMS(SEE DETAIL)TYPE 4 MANHOLE COVERD9.23.2009V1.230-INCHES DIAMETER (CLEAR OPENING)VENTED - ONE VENT HOLE, GASKET, CAM LOCKWEIGHT - 150 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 165 LB. MIN. , 0% MINUS TOLERANCELOAD RATING - HEAVY DUTY NOTES: MATERIAL - DUCTILE OR CAST IRON AS INDICATED ABOVECOATING - UNDIPPEDUSE WITH TYPE D OR E FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.DO NOT ENTER WARNING3/8"USF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 304Ø 18"CLASS 35DATEUSF NL5/8"3/16"3/4"3/8"5/16"1 1/4"5/8"4°45°22.5°2 1/8"11/16"2 1/2"CHARLOTTEWATER1" ARIAL STYLETEXT TYP.VENT HOLE CL7"ORS GASKETNEOPRENE60 DUROMETERCAM LOCK1 1/2"3 1/2"32"28 5/8"1 1/2"3 1/2"7/8"1/2"8 7/8"7/16"Ø 1" VENT HOLE(2)- NONPENETRATINGPICKHOLES-SANITARY SEWERMADE IN U.S.A.CAM LOCKSEE ASSEMBLYDETAIL1 5/8"MACHINEDSURFACEVENT HOLEMACHINEDSURFACERUBBERHOLE @ Ø 28 5/8"Ø 7/8" CAM LOCKORS GASKETNEOPRENE60 DUROMETERRUBBER1/4"PROD. NO. 27 3/4" 5/16" 5/8" 9"1/4"NEOPRENEWELD ON JAM NUT ORPEEN END THREADS ON BOLT5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8-11 HEXJAM NUT TYPE 304 SSBRONZE5/8-11 TYPE 304 SSNYLOK NUT5/8"-11 X 3 1/2" LGTYPE 304 SS 3 1/2" 1 1/2"GS1480C1CLDIDI 80-55-06VENT HOLE 32" 5/16" 9" 31 1/4"(OUTSIDE OF GROOVE)GASKETHEX BOLTLOCK LUGMACHINEDSURFACEMATERIAL - ASTM A536 DUCTILE IRON -GRADE 80-55-06MACHINEDSURFACEMATERIAL - ASTM A48CLASS 35 3 1/2"VENTHOLE CL7"1" DIA VENTHOLEGROOVE3/16" DOVETAIL PICK HOLES DETAIL PICK HOLES DETAIL .180" .240" 7/16" 1" 1 3/8" 2 1/4"3/4"E9.23.2009V1.2WEIGHT - 150 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 165 LB. MIN. , 0% MINUS TOLERANCELOAD RATING - HEAVY DUTY NOTES: COATING - UNDIPPEDUSE WITH TYPE D OR E FRAMECOVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.COVER SHALL NOT BE OUT OF ROUND.DO NOT ENTER WARNING3/8"USF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 304CLASS 35DATEUSF NL3/16" DOVETAIL5/8"3/16"3/4"3/8"5/16"1 1/4"5/8"4°45°22.5°2 1/8"11/16"2 1/2"1" ARIAL STYLETEXT TYP.ORS GASKETNEOPRENE60 DUROMETERCAM LOCK1 1/2"3 1/2"32"28 5/8"1 1/2"3 1/2"7/8"1/2"8 7/8"7/16"(2)- NONPENETRATINGPICKHOLESSANITARY SEWERMADE IN U.S.A.CAM LOCKSEE ASSEMBLYDETAIL1 5/8"MACHINEDSURFACEMACHINEDSURFACERUBBERHOLE @ Ø 28 5/8"Ø 7/8" CAM LOCKORS GASKETNEOPRENE60 DUROMETERRUBBER1/4"PROD. NO. 27 3/4" 5/16" 5/8" 9" .180" .240" 7/16" 1" 1 3/8" 2 1/4"1/4"NEOPRENEWELD ON JAM NUT ORPEEN END THREADS ON BOLT5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8-11 HEXJAM NUT TYPE 304 SSBRONZE5/8-11 TYPE 304 SSNYLOK NUT5/8"-11 X 3 1/2" LGTYPE 304 SS 3 1/2" 1 1/2"GS1480A1CLDIDI 80-55-06 32" 5/16" 9" 3 1/2" 31 1/4"(OUTSIDE OF GROOVE)GASKETHEX BOLTLOCK LUGMACHINEDSURFACEMATERIAL - ASTM A536 DUCTILE IRON -GRADE 80-55-06MACHINEDSURFACEMATERIAL - ASTM A48CLASS 35TYPE 5 MANHOLE COVER30-INCHES DIAMETER (CLEAR OPENING)WATERTIGHT - NO VENT HOLE, GASKET, CAM LOCK1 1/2"W A RNING: DO NOT ENTER1" LETTERINGRECESSED1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES1 3/4" LETTERINGRECESSEDSANITARYSEWER(2) CAMS(SEE DETAIL)3/4"GROOVEMATERIAL - DUCTILE OR CAST IRON AS INDICATED ABOVE PICK HOLE DETAIL PICK HOLE DETAIL ANITARW ERSYS EANITARW ERCHARLOTTEWATER-CHARLOTTEWATER-
Rbeforeyou dig.(4) - Ø 1" ANCHORHOLES 0N AØ 32 3/4" B.C.D. 7/8"(4) - Ø 1" ANCHORHOLES 0N AØ 31" B.C.D.4° 1 1/2"MACHINEDSURFACEWEIGHT - 173 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 170 LB. MIN. , 0% MINUS TOLERANCE36"27 7/16"26 1/4"28 3/8"5/8"1 1/2"MACHINEDSURFACE 1 1/2"LOAD RATING - HEAVY DUTY NOTES: MATERIAL - ASTM A48 - CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1, 2, OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.FRAME SECTION 26 1/4" 28 3/16" 7 1/2" 1 1/2" 24" 3" 36"5/8" 27 1/2"24"(4) - Ø 1" ANCHORHOLES 0N AØ 32 3/4" B.C.D.LOAD RATING - HEAVY DUTY NOTES: MATERIAL - ASTM A48 - CLASS 35 GRAY IRONCOATING - UNDIPPED(4) - Ø 1" ANCHORHOLES 0N AØ 33 3/4" B.C.D.USE WITH TYPE 1, 2, OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 135 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 155 LB. MIN. , 0% MINUS TOLERANCE26 1/4"27 7/16"1 1/2" 1 1/2"MACHINEDSURFACE 36" 27 15/16" 24" 26 1/4" 4" 1" 1 1/2"EAST JORDAN IRON WORKSMADE IN USA 1/2" 27 1/4" 1 1/2"MACHINEDSURFACE4"5/8"1"33 1/4"32 1/4"30"32 1/4"40 3/4"1 1/2"1 5/8"WEIGHT - 170 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 175 LB. MIN. , 0% MINUS TOLERANCELOAD RATING - HEAVY DUTY NOTES: MATERIAL - ASTM A48 - CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 4 OR 5 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.(6) - Ø 1" ANCHORHOLES 0N AØ 37 1/2" B.C.D.MACHINEDSURFACE 2 9/16" 4 1/2" 1 1/2" 33 1/4" 32 3/16" 40 3/4" 33 15/16" 30"MADE IN USAMO/DAY/YR(6) - Ø 1" ANCHORHOLES 0N AØ 37" B.C.D. 7/16" 1 1/2"MACHINEDSURFACE 34" 4" 24" 26 1/4" 26 1/4" 27 1/4" 1 1/2"LOAD RATING - HEAVY DUTY NOTES: MATERIAL - ASTM A48 - CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 1, 2, OR 3 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.(4) - Ø 1" ANCHORHOLES 0N AØ 31" B.C.D.WEIGHT- 121 LB. MIN. , 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN. , 0% MINUS TOLERANCE26 1/4"1 1/2"MACHINEDSURFACE1 1/2"36"4"26 1/4"24"MACHINEDSURFACE
Rbeforeyou dig.
Rbeforeyou dig.
Rbeforeyou dig.
1.2.3.4.5.6.Rbeforeyou dig.