Laserfiche WebLink
I , <br />rr 1 <br />0 <br />4 <br />4 <br />1 <br />1' <br />r„ <br />72" I.D. PiECAST CONCRETE MANHOLE <br />TYPE II SULFIDE RESISTANT CONCRETE <br />WITH EPDXY COALTAR C— " — " "'— <br />16" DIA, HDf <br />FROM POND D. <br />TO MANHOLE <br />,ELEV. _ 6112.00 <br />- // <br />rsai•1•1m <br />FORSHEDA 114 PRELUBED --� <br />NEOPRENE GO —IN MANHOLE <br />GASKET (TYP. EACH JOINT) <br />ELEV. = 6093. <br />. = 6089. <br />ELEV. = 6084.00 <br />r <br />1 <br />2 -18" DIA. PVC PIPES INVERT ELEV. @ 6089' <br />AND 6093'. EXTEND LOWER PIPE INTO <br />MANHOLE FOR SUFFICIENT DISTANCE <br />TO INSTALL 18" WATERMAN C1'0 GATE <br />VALVE W /TYPE 4 FRAME ON END OF PIPE. <br />NOTE: <br />ALL MANHOLES SHALL BE PROVIDED WITH <br />* LADDERS /PREFAB MANHOLE STEPS. <br />v <br />n <br />30" CMP CELL <br />B INLET <br />'2" I.U. PRECAST CONCRETE `' <br />YPE II SULFIDE RESISTANT <br />ITH EPDXY COALTAR COATING <br />DRAIN INLETS <br />ELEV. = 6112.00 <br />FORSHEDA 114 PRELUBED <br />NEOPRENE GO —IN MANHOLE <br />GASKET (TYP. EACH JOINT) <br />D i 0. •p, ' <br />rl PV- _ Al <br />11 . <br />•:� <br />D, <br />D • <br />•° <br />F <br />. A <br />2 -18" WATERMAN MODEL <br />A <br />.•A <br />• <br />.1' ' <br />' ' <br />C10 GATE VALVES <br />'''• <br />°'• <br />FRAME TYPE F FOR <br />° ' ° ' <br />° ' <br />° <br />HEADWALL MOUNTING <br />• ° A •'A <br />A <br />° ' <br />° <br />CONCRETE <br />A A <br />A <br />1 <br />HEADWALL <br />ail <br />A <br />A <br />I <br />° <br />NOTE: <br />ALL MANHOLES SHALL BE PROVIDED WITH <br />* LADDERS /PREFAB MANHOLE STEPS. <br />v <br />n <br />30" CMP CELL <br />B INLET <br />'2" I.U. PRECAST CONCRETE `' <br />YPE II SULFIDE RESISTANT <br />ITH EPDXY COALTAR COATING <br />DRAIN INLETS <br />ELEV. = 6112.00 <br />FORSHEDA 114 PRELUBED <br />NEOPRENE GO —IN MANHOLE <br />GASKET (TYP. EACH JOINT) <br />D i 0. •p, ' <br />rl PV- _ Al <br />OUTLET TOWER DETAIL <br />30 "x30" OPENING FOR <br />2 -30" WATERMAN MODEL ; ° ' • Ir ° ' • ; ° <br />C10 GATE VALVES o , ; D J ; o , <br />(ONE EACH SIDE) <br />FRAME TYPE F FOR • ° 15." . <br />HEADWALL MOUNTING o' D <br />° <br />ELEV. = 6092.83 <br />ELEV. = 6092.00 <br />8" <br />INTLET TOWER DETAIL <br />254NAL <br />NMI DATE <br />REVISIONS <br />7" <br />IANHOLE <br />;ONCRETE <br />ror— .•ru+.,�, .......•r •err <br />I <br />NOTE: <br />CULVERT PENETRATION LOCATIONS SHOWN ARE APPROXIMATE. <br />CONTRACTOR TO PROVIDE. SHOP DRAWINGS OF ACTUAL 4AYOUT9 ''' <br />(SEE SPECIFICATIONS) I' <br />r � I <br />86" O.D. GALVANIZED GRATING TO HAVE <br />13 "4' X3/16" BEARING BARS 13/1fi" O.C. <br />1/2" DIA. CROSS BARS 4" 0. C. <br />13/4" x3/16" EDGE BAR <br />NOTE: <br />3" DIA. VALVE STEM GUIDE <br />CUT -OUTS TO BE FIELD <br />LOCATED. <br />r' <br />it <br />3� DIA. MANHOLE ACCESS <br />J Wf TYPE G STANDARD GRATE <br />FEAT COVER <br />TYPICAL MANHOLE COVER (3 LOCATIONS) ` <br />30" DIA. CMP INVERT ELEV. @6100.5' <br />EXTEND PIP INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL <br />30" WATERMAN C10 SPIGOT BACK <br />GATE VALVEIAND FRAME. <br />C `W <br />1616 <br />16" DIA. HDPE INVERT ELEV. 136101.5' <br />EXTEND PIPE INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL <br />16" WATEFMAN C 9 -6 GATE VALVE <br />AND FRAME. <br />CONCRETE <br />HEADWALL <br />BY I CHI <br />ELEV. = 6106.83 <br />ELEV. =6098.83 <br />72" I.D. PRECAST CONCRETE MANHOLE <br />7" TYPE II SULFIDE RESISTANT CONCRETE <br />,WITH EPDXY COALTAR COATING 44 <br />12" DIA. HOPE INVERT ELEV. @6103' ►1 <br />EXTEND PIPE INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL d <br />12" BUTTERFLY VALVE. <br />12" DIA. HDPE INVERT ELEV. @6100.5' <br />EXTEND PIPE INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL <br />12" BUTTERFLY VALVE. <br />POND BERM MANHOLE DETAIL <br />FORSHEDA 114 PRELUBED <br />NEOPRENE GO -IN MANHOLE <br />GASKET (TYP, EACH JOINT) <br />e <br />i <br />i' <br />r o <br />I . <br />APPROVED FOR CONSTRUCTION COSS "umbel <br />Class rmit <br />Sechon /Exhibit <br />� _/ /�A/ �7 �% CLIENT i Class � Revisio i <br />-- wa.6a.4LiA�[�jj( �_G.�— 1 7 �_TYpe /Seq _ ._._._!!�-/- PHdi)[ _._._ _ ♦OM'PANY <br />f Class O Re - -- e -al- <br />NCC SIQfNW►� MN Doc T Pon D HYCI DGen r - - - - -' - - - - <br />OApplicahon -- - - _ - -- - _ _ <br />(Coal onl <br />• Y) ❑Boyd -- Somerset <br />❑ En /orcem <br />Cl il1 ii[] 1 � /���d ent D Inspection - -- <br />Tau. )4 <br />µµ <br />Harding Lawson Associates <br />PROJECT q `; <br />- - - — EnQlneerf>nX and <br />Environmental Services <br />tEE South ]00 M TITLE era '" � ;fl •� j ry <br />l° <br />. M <br />Salt Lake City. UT 5101 loot I E613016B <br />us -ass <br />L 5 <br />•:� <br />D, <br />D • <br />18 "x18" OPENING FOR <br />2 -18" WATERMAN MODEL <br />• <br />.1' ' <br />' ' <br />C10 GATE VALVES <br />'''• <br />°'• <br />FRAME TYPE F FOR <br />° ' ° ' <br />° ' <br />° <br />HEADWALL MOUNTING <br />• ° A •'A <br />A <br />A A <br />A <br />1 <br />ail <br />OUTLET TOWER DETAIL <br />30 "x30" OPENING FOR <br />2 -30" WATERMAN MODEL ; ° ' • Ir ° ' • ; ° <br />C10 GATE VALVES o , ; D J ; o , <br />(ONE EACH SIDE) <br />FRAME TYPE F FOR • ° 15." . <br />HEADWALL MOUNTING o' D <br />° <br />ELEV. = 6092.83 <br />ELEV. = 6092.00 <br />8" <br />INTLET TOWER DETAIL <br />254NAL <br />NMI DATE <br />REVISIONS <br />7" <br />IANHOLE <br />;ONCRETE <br />ror— .•ru+.,�, .......•r •err <br />I <br />NOTE: <br />CULVERT PENETRATION LOCATIONS SHOWN ARE APPROXIMATE. <br />CONTRACTOR TO PROVIDE. SHOP DRAWINGS OF ACTUAL 4AYOUT9 ''' <br />(SEE SPECIFICATIONS) I' <br />r � I <br />86" O.D. GALVANIZED GRATING TO HAVE <br />13 "4' X3/16" BEARING BARS 13/1fi" O.C. <br />1/2" DIA. CROSS BARS 4" 0. C. <br />13/4" x3/16" EDGE BAR <br />NOTE: <br />3" DIA. VALVE STEM GUIDE <br />CUT -OUTS TO BE FIELD <br />LOCATED. <br />r' <br />it <br />3� DIA. MANHOLE ACCESS <br />J Wf TYPE G STANDARD GRATE <br />FEAT COVER <br />TYPICAL MANHOLE COVER (3 LOCATIONS) ` <br />30" DIA. CMP INVERT ELEV. @6100.5' <br />EXTEND PIP INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL <br />30" WATERMAN C10 SPIGOT BACK <br />GATE VALVEIAND FRAME. <br />C `W <br />1616 <br />16" DIA. HDPE INVERT ELEV. 136101.5' <br />EXTEND PIPE INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL <br />16" WATEFMAN C 9 -6 GATE VALVE <br />AND FRAME. <br />CONCRETE <br />HEADWALL <br />BY I CHI <br />ELEV. = 6106.83 <br />ELEV. =6098.83 <br />72" I.D. PRECAST CONCRETE MANHOLE <br />7" TYPE II SULFIDE RESISTANT CONCRETE <br />,WITH EPDXY COALTAR COATING 44 <br />12" DIA. HOPE INVERT ELEV. @6103' ►1 <br />EXTEND PIPE INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL d <br />12" BUTTERFLY VALVE. <br />12" DIA. HDPE INVERT ELEV. @6100.5' <br />EXTEND PIPE INTO MANHOLE FOR <br />SUFFICIENT DISTANCE TO INSTALL <br />12" BUTTERFLY VALVE. <br />POND BERM MANHOLE DETAIL <br />FORSHEDA 114 PRELUBED <br />NEOPRENE GO -IN MANHOLE <br />GASKET (TYP, EACH JOINT) <br />e <br />i <br />i' <br />r o <br />I . <br />APPROVED FOR CONSTRUCTION COSS "umbel <br />Class rmit <br />Sechon /Exhibit <br />� _/ /�A/ �7 �% CLIENT i Class � Revisio i <br />-- wa.6a.4LiA�[�jj( �_G.�— 1 7 �_TYpe /Seq _ ._._._!!�-/- PHdi)[ _._._ _ ♦OM'PANY <br />f Class O Re - -- e -al- <br />NCC SIQfNW►� MN Doc T Pon D HYCI DGen r - - - - -' - - - - <br />OApplicahon -- - - _ - -- - _ _ <br />(Coal onl <br />• Y) ❑Boyd -- Somerset <br />❑ En /orcem <br />Cl il1 ii[] 1 � /���d ent D Inspection - -- <br />Tau. )4 <br />µµ <br />Harding Lawson Associates <br />PROJECT q `; <br />- - - — EnQlneerf>nX and <br />Environmental Services <br />tEE South ]00 M TITLE era '" � ;fl •� j ry <br />l° <br />. M <br />Salt Lake City. UT 5101 loot I E613016B <br />us -ass <br />L 5 <br />