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HomeMy WebLinkAbout0825.96.55+vr CCC�NIIVf, PER GRADING GRATE TO BE PLAN NEENAH R- 4360 -B 12" D - �� , •I • — • • �- FA ) BARS. 112" WIDE N Z t J CL_ 4' -0" I NVCOT [+ cu• T i nu — 1 i TOP ELEVA110N - SFE GRADING PLAN . II Lp to I NEENAH sR- 4Ui5 -C HEAP" DUTY ROADWAY DRAIN 1. . CONTRACTOR SHALL FABRICATE ' REMOVEABLE EXPANDED METAL SEDIMENT SCREEN FOR EACH INLET . I ___ ..... - o SEE PIPING PLAN - _ ; 18" DIA. w -� -- ---- - - - - -- . RCP b z ' - - •'• --- •D:. .: -D:' .: D' r' CONCRETE . ' "' I I OUTLET P P�VD 90TTOA( ` D D -D 4" CRUSHED STONE ` IPE I I OPENINGS. I" WIDE — I - - - - " 7 ITPT Q ' I w I I I , 1, �` I I I I I _i ...... , ,� � -- - - - - -- - - - - -- �.+ i8" LONG G" °VC PIPE I W10 PLAN VIEW o �+ 6" LONG 6" PVC PIPE _ , . - - cr " , _ ° I � •Oi1�: ��b ° • 0x800 oog rS� O 0°d�• IN'nRT ELEVATION t ALE: I = 1 0" I oo e o o. o go Po•o,o°Qcy SEE PIPING PLAN . � 1, - - - - - I 6" PVC 45° ELLkOW , "z WELDED WIRE - ]/6" PYC PIPE (J MATERIAL, l Al+ GRAY IRON , ' •0 4" THICK CRUSHED FABRIC (nF ) ASTM A-48 I - - - - - I STONE ( SAME AS FIRE CONCRETE PIPE STUB WITH CLASS 35B ' a I BEDDING MATERIAL) - "PREMIUt� JOINT - INSTALLED I a ' ELBOW It j BY PIPE MANI'FACTURER 2• I W I . J ELEVATION I SCALES 3/4" • I'-D" c�rT I r7N :!��w I , 'L r I &, P. V. C. PIPE MUST HAVE _— PREMIUM JOINTS X0011 DRAIN ;CALEB v I" = I' -'Y' . SIZE AND MATERIAL PLAN VIEW Tl' O I VwATER SEPARATOR \ ` s PER P 1 P I NG PLAN � —'f /'` ,,-------INVERT ELEVATION - — ,A I /?" SCALES 3/4" I' -0" ISLAND DRAIN �' j SEE PIPING PLAN ,,, Iz I 1�'. 11 - ' •' IT T/9" EROSION CONTROL BOX �_ - I ff" :: _ BOTTOM ELEVATION - 19" �' SEE PIPING PLAN . STANDARD CAST IRON NEENAH FOUNDARY COMPANY , ,., A t J• -%"' N _ SEAT I ON INSTALL CONCRETE COLLAR FRAME AND TYPE "C' GRATE (SOLID COVER TOP of BANK 6" SCALES I" = I' -O" PER DETAIL ON DWG. 5218 IN UNPAVED AREASI RATED FOR HEAVY DUTY I )40; i( IF IN ASPHALT PAVEMENT ;,, z OVERFLOW (HIGH WATER) ELEVA ION - I _ ,: ? ;�;':.', ':fl';•, - SERVICE ANC SIZED FOR PRECAST UNIT q' THICK REINFORCED PRECAST CONCRETE TOP c SEE GRADING PLAN , j- .�. iqo .�. '• . , . R- 8360 -B FRAME AND GRATE TOP ELEVATION - - ' SEE GRADING PLAN ASTING FRAME SEALED Y 1, �, FIN. PAVEMENT TO TO" OF STRUCTURE ., . ' GR11�; FINISHED GRADE ±. SECTION • . • . ' ' r 12" MIN. �.. - i .� .. SCALE: I„ = 1, _O„ '� i.t- . •D -� - Z"... ' YARD DRAIN i :>,:. ;D: � :*- '�. :fl: ��, �- el NOT TO BE USED I N PAYED AREAS p ' -,p' , -,p' ` D ` D � _ D ; ' ►. �`.4. ., ., ;► ,! INVERT ELEVATION - _ "� ;1 , i �Q0O 00° 00•°0 SEE PIPING PLAN p ` ` ` ? _'sI -- ` ', 1. I :p o 0 ? o•° OUTLET P I PE - ` i , _ — O Q p °. ,O. I CT9R P, Pl'� TT'ON A 0 8.° O o O SIZED FOR OVERFLOW - �, 5" 10 I /9" (REF.) 5° POURED CONCRETE : D o •o o O _ - : ; ' Oo 00 o q ° ' �:, �_ _ o BANK RUN GRAY ., +� ! a - •• �- - .. • , - . . • . . . oo O000O °F:�, BACKFILL _ EL a Z a ° ° SEE STANDARD TY CATCH BAS111 . � : •fl: ''.. ' : •� .. O Q _ 00.00-0 o.. I CONT I NUOUS -.1 s O INVERT ELEVATION - ' °000' •.�'O • _ . • o °. •0 0 . ° o AROUND C I RCIYFERENCE) . POI' DE71 ALS, INCLUDING CAST IRON v [�] D . D . D 6" 'THICK T C� _ - . 5 - 4 REBARS CONTINUOUS I IrAX)(IS 00 0 • o I 1 /?" TO 3" FRII rIE ANO GRATE (Ow :. 5219) NO - 4 � � D - . . • • + SEE PIPING PLAN _ �° 00 •• 0o SUTA REQUIRED V i < • . • • • Q p SEC I I UN WING 6A THICK 6 i' -5" H tun ,L(IF'fiJ W L " ON 2 SIDES AND GRATE DF. ' '•fl' • �D. •. , fl. O PIPE INLET SCALE- %" - I' -C •4 3Ar - 2" 4/C BCTH SAYS �. i. �. # - &J •-D ' . -p ' .'p" ' -D o T r X •4 REBAR AT 19" 0 0 0 .. ... oOoo�0 0 OVERFLOW CONTROL S I R�CTU�cE r• [� �:� ,:.D' CENTEk TO CENTER � 1 0000 0o•�(�o°p f r , �' I. • oOro� °O , \_'�* .1 . � -•:,� x . •+ - : bo I . . , . .... :. , .'. .* - . . ­tl­ - /-. p • .. p ' � p . D. O Q O o e o 3/ 16" 3/ 16" `� C �,o 0 0 o o PRECAST PERFORATED • 'A _ '' - Oo o00 0° 4 c' DRY WELL UNIT � • , C E = ! � �+i� --,�' �J = ',�; . ' .. -�D O �� p °O o 0 .0 0° I 1 � r y, t '� .a . 0000 0° oO.oO.00 fo w I = ` 6F : -D O O O - D.. - fb0000;.o090 , TOP ELEVATION - , .v _ 11 y • 7r i %oo 00 °o SEE GRATING PLATT z i - +r.. , I, 6" _ . oo 0 8 �0 24„ 2,�, 3 2 �. y SECTION ._p • O O O ° o °o oe�� � �'' i f SCALE= 3" I' -0" m -. • 0b�o c ooeo° •t T, - ) �Z� 1� I " A'� _ PLAN VIEW . N o°$° °o 000'•0 to : -- � � 0 4 a o ;. 'D ,D: . fl: ...D: ;D.: '•�:. , - ,t: '.'N: • ', , SCALE+ I" = 1' _0, o . o 0 0 .o o _ , , • _ O O O o' •o 00•.00• D: D _D. �. :a ;� - -_D�`a - t o$iO O 000 :V_ • l;1 -T 'i- ' ELEVATION -SEE GRADING Z ELEVATION -SEE GRADING -5 oUoop °p 0•o -D 'fa AN PIPIN P AND PIPI PAN • D! .o -D,; .-D •! D C LAN hG L O O O ° 0° •° • 00 ° m - DO NO? FORM c • - -+�' % 4 �+ 0.000 * � - '' * • .' o o 0 o 0 o G °f• - I :.L;. BELOW GRADE. _ �. . 11 D O O p _0000 •0�0 A. 6" - i ;:D :�: D • -D. �' 0000 000 ° % - _ , '. .. ..... ; �, ! , - . , a ''fl' . . . , . • O p ° 0000.0000 o • - 11 I ' , :,D: ::�: _� -D , . -D -. ' D " .t: :D: D °0 °o Oo.B�o -D p' s,X I _ .. ' 1. - 0000CP �• ► 'tix; ?, p D O - ( O O 000 •oe° ° 0 ED DRAIN PIPE :T2' IA. I m •o°d :o .D' :D: :.D: ;.D: 14 GAGE SL TT ' p , • , , , �•.. . D: .: D: D:. '•fl - D . . , • . o° q M I TH 6" HIGH SLOT NA(IIRACTtR© 13Y� ELEVATION -SEE GRADING p °b ° °O• °� • 0. o o• D .- . �� - . -D CONTECH CONSTRUCTION TS, INC. ''D: :D : D D p D -D D AND PIPING PLAN 'D D' - p 0 0 0 0 0 0 o •O ,If ' . -p. I. , i- ' • . . . : ' .-t '-D, D �o 000.0 ' .. ~ ' :`► i = .. , D: , . D: D' D:. li.. '.D D: ' ' �t . :D �:. D' . . .&' , D : D' ° 0 0 �C •o o CONCRETE , O O O 00 8.0 O go j o -,a. ; . :�;� ;;; . :�: :t: . ,_D.. , .D., ,.D., -D.. _D., . D D °o • ° O o SECTION If .. . . : - . : ' - 000�c�o. o SCALE+ I I/2" - I' -0" , y. Sfal;, 00 R -D Q Q Q ° O °e °•o° ° 4� \ \C..� /u .AA /I / / /�+, L !! 11 i �: '•D:. :D: D. •D' . ':D: ':fl: , D: _ :D: ��. : :fl: _:�: p &o.000° 0o •�,, -� .; . •a' 0000: °° o SLOTTED DRA 1 : Jr,£;� ', 1. ' D: ' :D: D:. D:. :'D:. ':D:' . ?:D' . :D' . fl:. 'D' . ' :fl:. ':D' ' :�:. _ p; 00,0 . ° o ► 1. . % . o 1990 MARATHON PETROLEUM COIF - ! o 0 O i ® COMPANY 0 0 • I A_. �y, .' °000 00.8 ° i j ,' SILA ;o1S2?&L10 1' '�I 0 40 00 .� BOTTOM �o °o. o ' 0 ELEVATION - D °0 °0 ° d'e -8p �� -'' O SEE PIPING °LAN o o... •o �•. ..ti,, I• �, p o � ° ° °Qd� Marathon ,. :1111 t, . . a" PVC ELL % • - • ., :. '- . •.° 0.000. MI►RI►TNOM petroleum -tom an Findlay,— .� PREFORM TRENCH DRAIN 10" TYPE • 4 CAST 1 RON GRATING HEAVY SERVICE T _ . • - o o • o _ - , �o ` % OBTAIN FROM+ OU LET .x . o . EOU t NT `'fly � - , •'� ?D -' •fly - o do , PRELIMINARY APP. DATE F 1 NAL AP - PF�NE+ 215 -�43 I -6 100 DR OH I 0 TOLL FREE 800 -362 - 1 384 - X00 r P. OAT _IL . . . ° PAUL A. FLECK 1 -31 -90 L. RHOD I -30 -90 4 - -f - V r AGE & uT � E-� Ty .� I PIPE 1NVERt ELEVATION 6' -0^' IAMETER - 1 r SECT i ON SEE PIPING PLAN - ' ' - -v- DATE OR'F' - � REvtS1CIlVS � ,, • $' �� } - SCALES 3" - 1' -0" - i " . ' ` + L . . If 1. _ i, . , E. 1. ��-� : i�WD �II� ,►ISI '' SEC ; F 1 C A T 1_ Q�V SI 3 ' _ , - . - ,,, . .. • . .. s _ SECT LON _ ` - /' 2 KSS; + WMW o XT=I.3 9nNX KUn . _ _ i�_. a" > ' -• r F: ,A �� SCAtE� y� _ �,.-0� �-� ' 4 ` 3. -a �I KSSn xort® ah�� O�uIL► _ '`'�' - �.► s j% , - • ., TRENCH, I .. __ 1 . 1. n . • . _ N , 'A` _ - - I'_ % _• ,�. r...y - - _ '� _ . .� _. , ., ` •'t- _1_ _ , . _ = _ T• ** — z SCAL OAT T- .{ C DRA I` - . ,.�. -;' 6 - -? - - - DRAWN, BY i M"ER FILE No. -of �. [' , - >:r - _ , _ _ 4 - - •Y 1NE L E . ,F..� ; - - f' TRACED BY IL _ _ _ _ _ , . . ,, CHECKED - BY J 2 OF 1 e�i�,yi XV C- - ; . T Z . Ia.�; 4 �,. d �f � -+ -S4". ^ w A. L • . L ' , �` i . F . 't . k 1 J J - ] . _ . - lb L _ r' _ - W4 • T r - ♦ , J k - i . .Jw -� 7 J, ,/� I ' _ }-4 ,� . VOL • r , , "• �•• . - a .. cv i . Y . - .. �l r _ - i y. ',. r ♦ • .. #. 1. , - �!% •. Wald . , ' • (. T ! I • • • •. 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RCP b z ' - - •'• --- •D:. .: -D:' .: D' r' CONCRETE . ' "' I I OUTLET P P�VD 90TTOA( ` D D -D 4" CRUSHED STONE ` IPE I I OPENINGS. I" WIDE — I - - - - " 7 ITPT Q ' I w I I I , 1, �` I I I I I _i ...... , ,� � -- - - - - -- - - - - -- �.+ i8" LONG G" °VC PIPE I W10 PLAN VIEW o �+ 6" LONG 6" PVC PIPE _ , . - - cr " , _ ° I � •Oi1�: ��b ° • 0x800 oog rS� O 0°d�• IN'nRT ELEVATION t ALE: I = 1 0" I oo e o o. o go Po•o,o°Qcy SEE PIPING PLAN . � 1, - - - - - I 6" PVC 45° ELLkOW , "z WELDED WIRE - ]/6" PYC PIPE (J MATERIAL, l Al+ GRAY IRON , ' •0 4" THICK CRUSHED FABRIC (nF ) ASTM A-48 I - - - - - I STONE ( SAME AS FIRE CONCRETE PIPE STUB WITH CLASS 35B ' a I BEDDING MATERIAL) - "PREMIUt� JOINT - INSTALLED I a ' ELBOW It j BY PIPE MANI'FACTURER 2• I W I . J ELEVATION I SCALES 3/4" • I'-D" c�rT I r7N :!��w I , 'L r I &, P. V. C. PIPE MUST HAVE _— PREMIUM JOINTS X0011 DRAIN ;CALEB v I" = I' -'Y' . SIZE AND MATERIAL PLAN VIEW Tl' O I VwATER SEPARATOR \ ` s PER P 1 P I NG PLAN � —'f /'` ,,-------INVERT ELEVATION - — ,A I /?" SCALES 3/4" I' -0" ISLAND DRAIN �' j SEE PIPING PLAN ,,, Iz I 1�'. 11 - ' •' IT T/9" EROSION CONTROL BOX �_ - I ff" :: _ BOTTOM ELEVATION - 19" �' SEE PIPING PLAN . STANDARD CAST IRON NEENAH FOUNDARY COMPANY , ,., A t J• -%"' N _ SEAT I ON INSTALL CONCRETE COLLAR FRAME AND TYPE "C' GRATE (SOLID COVER TOP of BANK 6" SCALES I" = I' -O" PER DETAIL ON DWG. 5218 IN UNPAVED AREASI RATED FOR HEAVY DUTY I )40; i( IF IN ASPHALT PAVEMENT ;,, z OVERFLOW (HIGH WATER) ELEVA ION - I _ ,: ? ;�;':.', ':fl';•, - SERVICE ANC SIZED FOR PRECAST UNIT q' THICK REINFORCED PRECAST CONCRETE TOP c SEE GRADING PLAN , j- .�. iqo .�. '• . , . R- 8360 -B FRAME AND GRATE TOP ELEVATION - - ' SEE GRADING PLAN ASTING FRAME SEALED Y 1, �, FIN. PAVEMENT TO TO" OF STRUCTURE ., . ' GR11�; FINISHED GRADE ±. SECTION • . • . ' ' r 12" MIN. �.. - i .� .. SCALE: I„ = 1, _O„ '� i.t- . •D -� - Z"... ' YARD DRAIN i :>,:. ;D: � :*- '�. :fl: ��, �- el NOT TO BE USED I N PAYED AREAS p ' -,p' , -,p' ` D ` D � _ D ; ' ►. �`.4. ., ., ;► ,! INVERT ELEVATION - _ "� ;1 , i �Q0O 00° 00•°0 SEE PIPING PLAN p ` ` ` ? _'sI -- ` ', 1. I :p o 0 ? o•° OUTLET P I PE - ` i , _ — O Q p °. ,O. I CT9R P, Pl'� TT'ON A 0 8.° O o O SIZED FOR OVERFLOW - �, 5" 10 I /9" (REF.) 5° POURED CONCRETE : D o •o o O _ - : ; ' Oo 00 o q ° ' �:, �_ _ o BANK RUN GRAY ., +� ! a - •• �- - .. • , - . . • . . . oo O000O °F:�, BACKFILL _ EL a Z a ° ° SEE STANDARD TY CATCH BAS111 . � : •fl: ''.. ' : •� .. O Q _ 00.00-0 o.. I CONT I NUOUS -.1 s O INVERT ELEVATION - ' °000' •.�'O • _ . • o °. •0 0 . ° o AROUND C I RCIYFERENCE) . POI' DE71 ALS, INCLUDING CAST IRON v [�] D . D . D 6" 'THICK T C� _ - . 5 - 4 REBARS CONTINUOUS I IrAX)(IS 00 0 • o I 1 /?" TO 3" FRII rIE ANO GRATE (Ow :. 5219) NO - 4 � � D - . . • • + SEE PIPING PLAN _ �° 00 •• 0o SUTA REQUIRED V i < • . • • • Q p SEC I I UN WING 6A THICK 6 i' -5" H tun ,L(IF'fiJ W L " ON 2 SIDES AND GRATE DF. ' '•fl' • �D. •. , fl. O PIPE INLET SCALE- %" - I' -C •4 3Ar - 2" 4/C BCTH SAYS �. i. �. # - &J •-D ' . -p ' .'p" ' -D o T r X •4 REBAR AT 19" 0 0 0 .. ... oOoo�0 0 OVERFLOW CONTROL S I R�CTU�cE r• [� �:� ,:.D' CENTEk TO CENTER � 1 0000 0o•�(�o°p f r , �' I. • oOro� °O , \_'�* .1 . � -•:,� x . •+ - : bo I . . , . .... :. , .'. .* - . . ­tl­ - /-. p • .. p ' � p . D. O Q O o e o 3/ 16" 3/ 16" `� C �,o 0 0 o o PRECAST PERFORATED • 'A _ '' - Oo o00 0° 4 c' DRY WELL UNIT � • , C E = ! � �+i� --,�' �J = ',�; . ' .. -�D O �� p °O o 0 .0 0° I 1 � r y, t '� .a . 0000 0° oO.oO.00 fo w I = ` 6F : -D O O O - D.. - fb0000;.o090 , TOP ELEVATION - , .v _ 11 y • 7r i %oo 00 °o SEE GRATING PLATT z i - +r.. , I, 6" _ . oo 0 8 �0 24„ 2,�, 3 2 �. y SECTION ._p • O O O ° o °o oe�� � �'' i f SCALE= 3" I' -0" m -. • 0b�o c ooeo° •t T, - ) �Z� 1� I " A'� _ PLAN VIEW . N o°$° °o 000'•0 to : -- � � 0 4 a o ;. 'D ,D: . fl: ...D: ;D.: '•�:. , - ,t: '.'N: • ', , SCALE+ I" = 1' _0, o . o 0 0 .o o _ , , • _ O O O o' •o 00•.00• D: D _D. �. :a ;� - -_D�`a - t o$iO O 000 :V_ • l;1 -T 'i- ' ELEVATION -SEE GRADING Z ELEVATION -SEE GRADING -5 oUoop °p 0•o -D 'fa AN PIPIN P AND PIPI PAN • D! .o -D,; .-D •! D C LAN hG L O O O ° 0° •° • 00 ° m - DO NO? FORM c • - -+�' % 4 �+ 0.000 * � - '' * • .' o o 0 o 0 o G °f• - I :.L;. BELOW GRADE. _ �. . 11 D O O p _0000 •0�0 A. 6" - i ;:D :�: D • -D. �' 0000 000 ° % - _ , '. .. ..... ; �, ! , - . , a ''fl' . . . , . • O p ° 0000.0000 o • - 11 I ' , :,D: ::�: _� -D , . -D -. 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