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HomeMy WebLinkAbout20050109 Ver 1_Complete File_20050118 Metropolitan Sewerage Di~tric~ OF BUNCOMBE COUNTY, NORTH CAROLI~:A4 ~~ ~ ~~ r.F ~ c;A<:P ~ ~ <~~Q c::?, ,- c:. <c5' ~t: @) ';P~ ~ %..l.. ..... ~ Mr. John Dorney NCDENR Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 ~. PI l\0~ ~ ya-LGp (\ " --r- \ ,~ ) 0 ID li~!t' VI .[) \D ~I\w-- rtf: \f\.ClQ~- January 13,2005 Subject: Stream Bank Stablization / Flood Restoration Project Swannanoa River @ the "BP" Station (1-40, Exit 55) MSD Project No. 20004245 Dear Mr. Dorney: Attached is three copies of the plans and Asheville quadrangle map depicting the location for the above referenced stream bank stabilization project. During recent flooding events of Hurricanes Ivan and Frances, the creek bank in this area was eroded. This erosion has endangered our existing MSD sewer system and as such we are proposing to restore the area. This restoration work will generally consist of reshaping and stabilizing the existing stream bank from the water line to the top of the embankment. This project proposes to disturb less than 500 linear feet of the stream bank, as required under Nation Wide Permit 13. We arc proceeding based on guidance given by Rebekah Newton with the local Army Corps of Engineers office and have submitted the appropriate Nationwide Pennit application to that office. Please allow this letter to serve as our notification of intention to proceed with this project. Should you have any questions or concerns, please contact me at (828) 225-8262. Thank You. Sincerely, Mi~~~ Attachment -Protecting Our Natural Resources- 2028 RIVERSIDE DRIVE, ASHEVillE. NORTH CAROLINA 28804 TELEPHONE: (828)254-9646 FAX: (828)254-3299 WEBSITE: www,msdbc.org is -- I II 820 21 S'0 UNITE TENNESSEE V J MAPS AND Si 4555 III NW OF THE INTERIOR GEOLOGICAL SURVEY /0 "I .f '3 ~ 30 00_ '" " (J) 3936 3935 3934 32' 30. \ I: I"It- <''''t.. .. <'. "", "fit..'" -:- /< 'l- <<' ~ .....g ;,:>, 1.-<,./ UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY J II 820 21 S(y. UNITE TENNESSEE V J MAPS AND Si 82030' 35037'30' ... ... o I ., 35 30 01) III '" ui ::i ~q37 3936 3935 3934 32' 30' rl:- ~"""-" ~..", ~l-"'-:- /< -t- <~~ ....,g "'. '1-~ ./ UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY I II 820 21 5'~ UNITE TENNESSEE V J MAPS AND Si 3943000m . 3938 82030' 35037'30' o I " 35 3G 00 3936 3935 +-> U .- ;..... +-> (f) .- >-- Q+-> C <J.) ;:j 0.00 eu <J.) <J.) ~..o <J.) E if). ;:j c: u C'j C :;:: ;:j oC:O o..~ o 0 l-. +-> <J.) ~ 9~34 ~8 r Vi "\\~ ~137 <;;/ OO~~ >:., ( ~. - ~): i~V{; i.'.r....Vi...... r_h~ '~7' f 0108~_ --~6 ~_o 19 I~ ~- :~ j""7< \ 0 17 / ~I~. 1733 / , I ~ 1 / _/ 2700 18 ~~~~b' ( j" \ \ 3607 2~2J 1/ / / / .,< -/ 512 I 481 >( 2050 I I x. 1580 3459 o 10 1398 \ 8 NOTE: THE CONTRACTOR SHALL PROTECT THE EXISTING SEWER AND MANHOLES DURING THE RIP-RAP INSTALLATION .s::; 1:: o c: 2025 \':~, c,,-:,., ~.rW.. k.; ~..'..' I,H ,"'\f7 ~ '--. Cl M cr::: ...... Z I-...J 0 OU...J N UJ - I-OJ: <(cr:::Cl Nc..Z ...Jz<( CQOV') ~ I- g . V')~v p~ ~ 0 ~ ,..,l z I- 8.. <(V')~ ..~ CQUJUJ ~~ ~cr:::~ QUI <(ClU UJo ~ 0 ~ ~ V') ...J _ ::IE I.L.. ~ ~.. o ..~ J: !f l!i !1c '" ""-..~ ,,~t " ...,...... FIL TER-FABRIC ~~, "-6>> Min. Compacted Earth. TYPICAL RIP-RAP DETAIL N. T. S. '!lfI. ~ ...... ~ Sewer Pipe 'IJ!I/ "_6M Min. Compacted Earth. . '. CLASS // RIP-RAP "\ .4. .. . '. .. ~~ 1-' U ...-. \..-. 1-' if} ...... >-- 01: Q.) ~ bOo eU Q.) Q.) ~..n r~ E \JI~ ~ C U C\:l C :l;::::: ~ O~ 0..4- o 0 I-. 1-' Q.) ::E M 4- o M zl- O~ 1-0 <(0::: NQ.. ....Jz ~O~ 1-1-- V1<(<( ..... ~O:::I- ~~ zOI-Q 8~ <( ~~ co lfJ ~ &l ~o::: <(0 LLJO ~O V1 ....J U. FIL TER-FABRIC I! 2 ~ .. .. ~ ili! ~IL l!S~ CONCRETE ENCASEMENT AS SPEC/FlED ~ '<J ~ ~ "- BANK PROTECTION AT STREAM/RIVER CROSSINGS N. T. S. Q UJ ~ STREAMBANK STABiliZATION FLOOD RESTORATION PROJECT HOMINY CREEK at 460 SAND Hill ROAD MSD OF BUNCOMBE COUNTY PROJECT NO. 2004245 INDEX OF DRAWINGS PROJECT SITE ALL WORK SHALL CONFORM TO CURRENT DISTRICT STANDARDS SHEET NO. DESCRIPTION I OF 3 INDEX OF DRAWINGS AND LOCATION MAP 2 OF 3 STREAMBANK ST ABILlZA TION PLAN 3 OF 3 STREAMBANK STABILIZATION DETAILS LOCATION MAP 8in~ ~ 3286 9234 i) (4-1~ /' /OO~7~2 Z (t- >;..' .... ; j,Oqr{5.. i...~...J.~.'.... r ~__ ~>x ~ x ~(\~ -..{~O 08 ' ___ / -' I-c::rqR6 -- c::::r ~_O;9 jc 28~7 -i 1733 v I 0~r8 .. 2700 I~~~~~~j 2075 3607 / / / / / / ~ CJ .- ..... ~ if) ,- >-. Oc IJ) ~ 0.00 eu IJ) IJ) ~...o r~ E \J~ ~ C CJ eel C :t: ~ oCCl 0..4- o 0 ..... ~ IJ) ~ 3066 ~8 \ 8910 x 812 -/ I I I 512 I 1580 3459 481 NOTE: THE CONTRACTOR SHALL PROTECT THE EXISTING SEWER AND MANHOLES DURING THE RIP-RAP INSTALLATION .<: -e o c: 2025 Cl m c:r:::: 4- o z tJ...J N OLLJ=:! l-oJ: <(c:r::::Cl No..Z :::::iz<( iiiOtn ~I-g tn~.q- ~, ~o ~ ..,. Z1-1'tS8:: <( ~ ~ co :iJ LLJ ~ ~ ~c:r::::~ ~ClU c:r::::0> I-OZ ~ tn ...J - 2 LL. ~ i!5.. o .. ~ J: !f l!i~ ~ ~~, F/L TER-FABRIC 1 '-6" Min. Compacted Earth. TYPICAL RIP-RAP DETAIL N.T.S. ....... ~ Sewer Pipe 1 '-6" Min. Compacted Earth. CLASS 1/ RIP-RAP \ . .. FIL TER-FABRIC ~~ +-' U .- l- +-' if) OC c: C]) :::l bOo ~U C]) C]) ~...o C]) E if) :::l c: u C'j c: :t:: :::l 00:) 0..4- o 0 l- +-' C]) ~ M 4- o M zl- O~ 1-0' <(ex: No.. -IZ COOVl ~I-::::! Vl~~ ~~ ~OUJ ....z Zl-O g.. <(Vl 1!1~ COUJ ~bl :::;Eex: <(0 UJo ~O Vl ....J u.. ~ ::E ~ .. .. ~ i1i1 it CONCRETE ENCASEMENT AS SPECIFIED N. T. S. \., .f\ ','\..' ",.~:f ". " -', '..;..' BANK PROTECTION AT STREAM/RIVER CROSSINGS o lT1 ~ STREAMBANK STABiliZATION FLOOD RESTORATION PROJECT HOMINY CREEK at 460 SAND Hill ROAD MSD OF BUNCOMBE COUNTY PROJECT NO. 2004245 INDEX OF DRAWINGS ('V'J"""" /:::{I 'l~ <..l97/ llJ.... --'~----~-"----'-"/ -/ Gt~/~ rr ~\---"" 6AF:~,Nm"'\1LLE ~~'- l.~2f'~ )r< WEAVER\:'~~"'\ r: r ~ 'I~' rf' ~^vr \ h/ r c.EIC'ES~tY 1\ ~ I ~""- I. "" ~)~ (~ ( ,-' d'~ \2~) ; ."J...I \ ,\ '. "'.... -.....-..r v~ \ At-"-,.~ - , " \ ~ ~ ".,;-' '--\ q.o AS" . ( l:=-~"" ~i? "-40"",",""""'::";-' /~~>r'::7-'- y ~: ~ A, /4,; l ",'// ' . / HOMiNY f i,' , " 1..\ --"__-; PROJECT SITE ALL WORK SHALL CONFORM TO CURRENT DISTRICT STANDARDS SHEET NO, DESCRIPTION I OF .3 INDEX OF DRAWINGS AND LOCATION MAP Z OF .3 STREAMBANK ST ABIUZA TlON PLAN .3 OF .3 STREAMBANK ST ABIUZA TlON DETAILS LOCATION MAP \/ , / / / / / o l"'I"l ~ 4- o Z ul-...J N O ...J UJ - I-OJ: <(~O NC-Z ::::iZ<( aiOVl <(-0 I- ~I- c.o 08 Vl 'It' C!i '" . I ~ 0 ~ ,.:~ Z I- g.. <(Vl~ I!!~ a:lUJ~ ~~ ~~~ ;:;SOU ~O>- ~ I-OZ :2 Vl...J- U. ~ ~.. O ..~ Iii! < D. ~~ " x / ~...II 1733 2700 J 2075 7 ,_ -flERION - .-~..... I I _ J I ">( 1580 x r- I 3459 ~l ~] 2050 481 x J398 J 8 NOTE: THE CONTRACTOR SHALL PROTECT '- THE EXISTING SEWER AND MANHOLES DURING THE RIP-RAP INSTALLATION 2025 ? ~~1. FIL TER-FABRIC "-6" Min. Compacted Earth. TYPICAL RIP-RAP DETAIL N. 1. S. '/l!.t. ~ '4 ~ Sewer Pipe ~IJ!I/ "-6" Min. Compacted Earth. CONCRETE ENCASEMENT AS SPECIFIED CLASS II RIP-RAP \ . FIL TER-FABRIC . .. .' .. BANK PROTECTION AT STREAM/RIVER CROSSINGS N.1.S. ~~ -+--> () .- l- -+--> if) Be c <J.) :=' bDo ~u <J.) <J.) ~..o r~ E Vi :=' C () C\:l C ~ ~ oCX:) 0.4- o 0 l- -+--> <J.) ~ o c.Fl ~ M 4- o M zl- o~ 1-0' ~o:::: No.. ....Jz ceoV') ~I-::::! V')~~ ~'" ~~~ ~~ zl-C goo SUJ V') I!i ~ ..... <!ibl ~o:::: ~C UJo ~o V') ....J U. ll! 2 ~ oo .. ~ !f l!i~ ~;\ '--:0 ;:~, '-'..I '~.. , ',- '" STREAM BAN K ST ABI LIZA TION FLOOD RESTORATION PROJECT SWANNANOA RIVER AT THE "BP" STATION MSD OF BUNCOMBE COUNTY PROJECT NO. 2004245 SHEET NO. DESCRIPTION INDEX OF DRAWINGS " ~~ ? a ....-. /::c~ ~~ y' ~,l (fI ";t! -:r ,.-'" ':I': ,,>. iF"'" \ e :';"".,; lj\~\1 ~I~~ ~j.. . ~~. . ~::::;:~ '; ",'\ ....,.. (;::" ,) ~)'.... 4~ ~.-KJ ,_...) .:::!: ~Qc, <:;'..) --:\ ~- 0 \nj\.i I;; f- <.5' u.... ~~. @) ~ ~ ~~ ~, ,~~ ALL WORK SHALL CONFORM TO CURRENT DISTRICT STANDARDS PROJECT SITE I OF :5 INDEX OF DRAWINGS AND LOCATION MAP 2 OF 3 STREAMBANK STABILIZATION PLAN 3 OF 3 STREAMBANK STABILIZATION DETAILS OIl ~ ' ~ ... .. LOCATION MAP ", It t I · to: >-- +-> M ...... ZtJ~~ OUJ- --..... ..... 0'<( <(0:::..... Na..Vl ::JZ= - a.. ~O~ ............... Vl~<( ~, ~OO::: "'" ZL-UJ g:: <(Vl> I!l~ aJUJ- ~lll ~o:::o::: <(OZ UJOZ 0::: 0 <( ~ t;; ....I ~ :II U. Vl ~ o. f! ~~ ~ ( f 5.01A x 7184 6 I · I.. ~ d 'I t ~ ~ " FlL TER-FABRIC :!~' 'I/!f. z ~/J!IJ ~ ....... ~ 1 '-6" Min. Compacted Earth Sewer Pipe 1 '-6" Min. Compacted Earth. TYPICAL RIP-RAP DETAIL N. T. S. STANDARD RING AND COVER ~2/-0'-l __ r 5/8" UFlING .'::..("TYP.) ~ - COVER PENTA-HEADED s.s. CAM LOCK REQUIRED ON 5" IIANHOlES ONLY 5/8" UFlING BAR ("TYP.) IIA Tal FRAME TO ElCIS11NG GRADE FOR LANDSCAPED LOCA nONS I lil 'i" lll~ .!.~!il . ZQ a>::>z - ~ PRECAST IIANHOLE 2'01/4' BUTYl CONCRETE ANalOR BOLT I'OUR (4) IIIN. FRAME SET IN NON-ROADWAY LOCATION GROUT BRICK PRECAST CONCRETE GRADE RING FRAME SET IN ROADWAY LOCATION NOTE: WHERE II.H, IS IN ROAD SHOULDER STANDARD DETAIL AND ROAD DOES NOT HAVE CURB AND GUTTER, 00 NOT USE ANalOR BOLlS IN FRAME. Metropolitan Sewerage District of Buncombe County. North Corollno NOTE: 'IISO CF BUNCOIIBE COUNTY" TO APPEAR ON COVERS ONLY WHEN lHE ~ SYSTEII IS TO BE IIA1NT A1NED BY IlSO STANDARD MANHOLE FRAME & COVER APPROVED: IIA Y 8, 1998 OIISO-7A ,PIPE EI&DIIEIlT \ I/AlERIAL CAST IRON FRAI/E at BRICK AD.lJSTIIENT u ..i!! ~~ ~~ ~ :2 ::> :2 ~ :2 '" I · PlPEI/=~ . PIPE EII8EIlIIENT -- I/ATERlAl SECTION C-C 2 ROPES 811m. RUIIIER SEAlANT SECTION A-A STANDARD DETAIL Metropolitan Sewerage District of El!oncombe County, North Corollno ~~~OLE STEPS TO BE VERnCAlLY IN UNE ""lH S TAN 0 A ROM AN H 0 L E 'INVERT OU1" I'OR PIPE IS' AND LESS. OVER IS' TO BE LOCATED IN UNE WITH BENCH, APPROVED: IIAY S. 1998 , IlSO-1 CLASS II RIP-RAP \ ~~ FIL TER-FABRIC CONCRETE ENCASEMENT AS SPECIFIED ..... 4. 4 . . . .. BANK PROTECTION AT STREAM/RIVER CROSSINGS N. T. S. 1- IB6" rolli", z>< d ANHOlE STEPS . . _M lU ~ CD I of. ~ .. ....N. WASHED STONE BASE NOTE: 1. AlL SANITARY SEWER CLEAN OUT BOXES AND COVERS SHAlL BE IIANUI' AClUREO FROII GRAY IRON (CAST IRON) IlEEllNG THE REQUIREIIENlS CF AWWA cno AND ASlII A536. 2. AlL SANITARY 5aJER CLEAN OUT BOXES AND COVERS SHAlL CONFORM TO PARAGRAPH 2.01(d) CF ITEII II, SECl10N \/I CF 1IS1)'S TEalNICAL SPEQACAl10NS (IIACE IN THE U.S.A). 3. SANITARY SEWER CLEAN OUT BOXES AND COVERS IIANUF AClURED BY U.S I'OUNORY (HAND HOLE RING'" I'C COVER, 1l00El. f7810), EAST JORDEN IRON WORKS (HEAVY DUTY IIONUIlENT BOX, llooa 11574) OR APPROVED EQUAL U.S FOUNDRY (HAND HOLE RING '" I'C COVER, 1l00El. f76J{J) IIAY BE USED WHERE CLEAN OUT IS ""lHIN AN ASPHALT OR CONCRETE PAVED AREA. INIMUM WEIGHT CHART IIlN. llEIGHT-lBS, 25 40 85 STANDARD DETAIL Metropolitan ~ewerage District El!oncombe County. North CoroIIna CLEANOUT BOX APPROVED: .AlLY 14,2003 1150-12 +-' m .Sd I+- 0 I-. zl- +-' m if) >-- O~ .- C +-' 1-0 C <(0::: Q) ~ Na.. b.O 0 .....Jz C'j U I-. caoVl Q) Q) <(-.....J ~ ..0 1-1-- Q) E Vl<(<( ..., if) ~O:::I- ~~ ~ ZOO I-z g .. C U <(I- .. ~ C'j C caliJ I!:'.. +-' ~ ~~ ,- ~o::: ...- CO 0 <(0 o..,-+--- LUO 0 ~ I-. J-: :2 +-' Vl z Q) Q .. ~ .. ~ ijE .. a.. l!i ~ t.., \; , r. :') , -....: , ~ o en ~ c:: o .- if'1 .- > .- o bJ) c:: -- I- (1) (1) c:: -- bJ) c:: l:.I.J STREAM BAN K ST ABI LIZA TION FLOOD RESTORATION PROJECT SWANNANOA RIVER AT THE "BP" STATION MSD OF BUNCOMBE COUNTY PROJECT NO. 2004245 SHEET NO. DESCRIPTION INDEX OF DRAWINGS '\ JPU' PROJECT SITE ALL WORK SHALL CONFORM TO CURRENT DISTRICT STANDARDS I OF -3 INDEX OF DRAWINGS AND LOCATION MAP 2 OF -3 STREAMBANK ST ABILlZA TION PLAN -3 OF -3 STREAMBANK ST ABILlZA TION DETAILS ", ,.. . ' - . LOCATION MAP it t r I 5,01A x 7184 ....... () .- ~ ....... .~ >- 01:: CJ.) ;::l b.OO eU CJ.) CJ.) ~..o CJ.) E if) ;::l C () C\j C :t::: ;::l oCO o...~ o 0 ~ ....... 6 ~ /-- SIRt'A\MB" IN K) Sit ABllilZA TI ON ,NST TO SCA~'~ I '~ ~~I ) ,/ ~ / "/' i ~---j ~~ I I ........- I j I '- I ~ /~ m '+- ztJ~~ OUJ- --~ ~ 0'<( <(O:::~ NQ..V1 ...JZo.. ~o~ ~~~ V1~<( .C!i' ~oo::: ..,. ZL-UJ g:: <(~> I!!~ /XlUJ- ~11l ~o:::o::: <(02 UJoz 0::: 0 <( ~ In ...J ~ =- Ll..V1 ~.. .. ~ If l!i ~ ~~' '/I!.t. z ~ /1.!1/ ~ FIL TER-FABR/C ....... ~ 1 '_6" Min. Compacted Earth Sewer Pipe 1 '_6" Min. Compacted Earth. TYPICAL RIP-RAP DETAIL N. T. S. STANDARD RING AND COVER BRIO< ~ EllllEDllENT \ IIAlERlAL _ r 5/8"' LIF11NG "s:.(1'1P.) iiiI _ COVER PENTA-HEADED s.s. CAM LOCK REQUIRED ON 5" IIANHOLES OIlL Y 5/8"' UF11NG BAR (1'1P.) SECllON B-B CAST IRON FRAIIE . IIRIO< AD.lJS1lIENT ~2/-0'-l IIAlaI FRAME TO ElCISl1NG GRADE FOR l.ANDSCAPED LOCA nONS illl~ ~~lll . ZO ~::>~ u ..~ la ~~ ~ ~ ~ :I '10 I ". PIPE EII_liiIDETAIL -A- liA lEIUL . PIPE EIIIIEIlIBlT IIATERlAL SECTION C-C 2"xl/4' BUTYL ~ W CONCRETE ANCHOR BOlT FOUR (4) IlIN. PRECAST IIANHOLE FRAME SET IN NON-ROADWA Y LOCATION ~ 5il g~~ I(ili Ii' 2 ROPES BUn\. RUIlllER SEAlANT :/ ";. .- . ' GROUT FRAME SET IN ROADWAY LOCATION NOTE: l1HERE II.H, IS IN ROAD SHOUlDER STANDARD DETAIL AND ROAD DOES NOT HAIlE CURB AND GUTlER, DO NOT USE ANOiOR BOLTS IN FRAIIE. Metropolitan Sewerage District Buncombe eoun'1y, North Carolina SECllON A-A STANDARD DETAIL Metropolitan Sewerage District of Bun_ County. North Corollna NOTE: "MSD CF BUNCOIIBE COUNTY" TO APPENl 011 COVERS ON. Y WHEN lHE SEWER ~ IS TO BE IIA1NTAINED BY IlSO STANDARD MANHOLE FRAME & COVER ~~~OLE S1EPS TO BE VERnCALl Y IN UNE .lH S TAN D A R D MAN HOLE "INVERT OUr FOR PIPE 18" AND LESS. OVER la- TO BE LOCATED IN LINE W1lH BENCH, APPROIlED: IlAY 1998 , 1150-1 APPROI/ED: IIAY 6, 1998 OUSD-7A CLASS II RIP-RAP \ ~~ FIL TER-FABR/C CONCRETE ENCASEMENT AS SPECIFIED ..... ... 4 .. . ... BANK PROTECTION AT STREAM/RIVER CROSSINGS N.T.S. ~ ... z li ... NOTE: 1. AU. SANITARY SEWER aLAN OUT IIOlCES AND CO\<ERS SHAU. BE IlANUF AC1URED FRClIol GRAY RON (CAST IRON) WEE1lNC 1HE REQUlRDlENTS CF AWWA cnD AND AS1M A5JlI. 2. AU. SANITARY SEWER aLAN OUT IIOlCES AND COIIERS SHAU. CONFORIoI TO PARAGRAPH 2.01(d) CF IlEM U. SEC1lOIl VI CF 1150'S lECHNICAl SPEaFlCA 1IDNS (IIA1lE IN 1HE U.S.A). ;s. SAIITARY SEWER aLAN OUT BOXES AND COIIERS IlANUFAClIJRED BY U.S FOUNDRY (HAND HOLE RING .. FC COlIER, 1I0DEl. 1781 D). EAST JllRDEH IRON WORKS (HEAVY DUlY IION\JIlENT BOX. IIOOEl. 11574) OR APPROIIED EQUAL U.S FOUNDRY (HAND HOLE RING .. FC COVER. 1I0DEl. f7IlJO) IIA Y BE USED l1HERE aLAN OUT IS W1lH\N AN ASPHALT OR CON~ PAllED MID<. IN..UM WEIGHT CHART .... WEJGHT-LBS. 25 40 85 STANDARD DETAIL lIelropolitan Sewerage District of Buncombe County. North ConIIIno CLEANOUT BOX APl'IlCMD: JULY 14.2003 1150-12 +-> U ...... l-. +-> .~ >-- Oc <J.) ;:::::l bOO eU <J.) <J.) ::s..o <J.) E if) ;:::::l c: u C'j c: :t:: ;:::::l 000 0.4- o 0 l-. +-> <J.) ~ m ~ o m zr- O~ r-O <(~ No.. .....JZ caOV"l <(-.....J r-r-- V"l<(<( ~~r- ZO~ <(r- ca~ ~~ <(0 UJo ~O tn.....J L.L. .w ~~ .. Z g .. .. ~ I!!~ ~bl ~ ::0 ~ .. .. ~ i ~ ~ a.. l!i~ o~ UJ ~ ALL WORK SHALL CONFORM TO CURRENT DISTRICT STANDARDS STREAMBANK STABiliZATION FLOOD RESTORATION PROJECT SWANNANOA RIVER AT THE "BP" STATION MSD OF BUNCOMBE COUNTY PROJECT NO. 2004245 SHEET NO, DESCRIPTION INDEX OF DRAWINGS " PROJECT SITE I OF ,3 INDEX DF DRAWINGS AND LOCATION MAP 2 OF ,3 STREAMBANK STABILIZATION PLAN ,3 OF ,3 STREAMBANK STABILIZATION DETAILS " . . " ~ ." ~ LOCATION MAP ... . ~ (::) ~l., ~ ,,\::\ -"\ .. o'. , ,./ /.,,".,-' %;<2... ~ . '\ ,~\:\,~ . ''.A 'r '. " ,"" "'"' 1<-. ,. ~.,./". "..' vtJ"r ". ','i' ~ ' . . d- l.;~::, '(?~, ~~> ~;",'J".. ~) <~:,> -.;;' .p 'i? \:;, ~p(/ Cf' ~.~ <5p~ , ':S' ! I 1'/'],/0'5 i FlL TER-FABRIC ~~" 'IJ!I. z ~/Jj/j ~ --. ~ 1 '-6" Min. Compacted Earth Sewer Pipe 1 '-6" Min. Compacted Earth. TYPICAL RIP-RAP DETAIL N. T. 5. STANDARD RING AND COVER I- 2'-0'--l _ r 5tr_ LlF1lNG "s:.(TYP.) ~ - COVER PENTA-HEADED s.s. CAM LOCK REQUIRED ON 5" IIANHOLES ONLY 5tr- UF1ING BAR (TYP.) IIAlai FRAIIE TO ElCISllNG GRADE FOR L.ANDSCAPED LOCA liONS . ! i'l:! ~~ " ZO ~::>~ CONCRE1E AHQlOR BOLT FOUR (4) IIIN. '1:'.,/4" BUTYL FRAME SET IN NON-ROADWAY LOCATION GROUT BRIO< PIlECAST CONCRElE GRADE RING FRAME SET IN ROADWAY LOCATION MOlE: .uE II.H. IS IN ROAD SHOUUlER STANDARD DETAIL AND ROAD DOES MOT HAVE aRl AND GUTTER, DO NOT USE AHQfOR BOLlS IN FRAME. Metropolitan Sewerage District of Buncombe County, North Ccraltlo NOlE: "USO CF IlUNCOIIIlE COUNlY" TO APPEAR ON COIlERS 0Nl. Y lIIHEN 1HE SEWER SYSTEII IS TO BE IIA1NTAINED BY IISD STANDARD MANHOLE FRAME &: COVER APPRO'IED: IIAY 6. 1996 0II50-7A ,PIPE EIIIEIlIIENT \ IIA1ERlAI. SECTION B-B CAST IROIl fRAIl[ .. AO.IlS1IIEIIT 2 ROPES BUm. RUIIIER ,. SEAlNlT ::> ,. ~ ,. ,. I '-~~ " 'n~ SECTION C-C SECTION A-A STANDARD DETAIL Metropolitan Sewerage District of Buncombe County, North CanlI"'o :~~OLE SlEPS TO BE 1lER1lCALl. Y IN UNE W1lH S TAN D A R D MAN H 0 L E "INVERT our FOR PIPE 18" AND LESS. OVER 18" TO BE LOCAlm IN UNE W1llt BENOl. APPRO'IED: IIAY 6, 1998 , IlSO-1 CLASS II RIP-RAP \ ~~ FlL TER-FABRIC CONCRETE ENCASEMENT AS SPECIFIED .." . ..4 . BANK PROTECTION AT STREAM/RIVER CROSSINGS N.T.5. SlIPS x ~ .. I Z tE ... NOlE: 1. AU SAMTARY SEWER a..EAN OUT BOXES AND CO\IERS SHAU. BE IIANUFAC1URED FROII GRAY RQN (CAST IRON) IIEE11NG 1HE REQUIREllENlS CF AWflA Cll0 AND ASTII A53S, 2. AU SANITARY SEYlER a..EAN OUT BOXES AND CO\IERS SHAU CONFORII TO PARAGRAPH 2.01(d) CF I1EII U. SEClIC>>l \II CF IlSO'S lEOlNCAI. SPECIflCA lIC>>lS (IIADE IN THE U.S.A). 3. SAIITARY SEWER a..EAN OUT BOlCES AND CO\IERS IIANUF AClURED BY U.S FOUNDRY (HAND HOLE RING '" FC COVER, 1I0DEl. f7610). EAST .lllRDEN IRON WORKS (HEAVY DUTY IIClNUIIENT BOX. 1I0DEl. 11574) OR APPRO'IED EQUAL. U.S FOUNORY (HAND HOLE RING '" FC COIo(R, 1I0DEl. f76JO) IIA Y BE USED .uE a..EAN OUT IS W1lHlN AN ASPHALT OR CONCRE1E PA'IED ARU.. INIMUM WEIGHT CHART 11M. IlEJGHT-LBS. 25 40 15 STANDARD DETAIL Metropolitan Sewerage District of .......... County, North CanlIIno CLEANOUT BOX APPROYED: .u. Y 14,2003 1150-12 +-> U ..... I-. +-> .~ >. C+-> C CI.) =' 0.00 ~U CI.) CI.) ~.D CI.) E U) =' C u m C :t:: =' C;CO o..c...- o 0 I-. +-> CI.) ~ o CIJ ~ zl- o~ 1-0' <(0::: No.. -Iz caoV') <(--I 1-1-- V')<(<( ~O:::I- zo~ <(I- ca~ ~o::: <(0 UJo ~o V') -I I.L. m I+- o m ~.... ::~ 8 .. .. ~ ~~ ~&l ~ ::E Z c .. .. ~ ili1 ~ lL l!i~ '" ,~ '.... ~.j)...... '.. -., ...'........ 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" ,i' ~ rt \\ '" ,q +:if) ~~ ~~ '\ ~"J ~o \,V r- C"1 o . NO ro~ r- ..., :r, C"1 'N ~ ':,' ~ ,0 ~ CJ") g; i:n C"1 'IW [;1 r.::.:. c r- ~ .::;- u' I- '"" 3 ~ ~ oSl ;:;- '.dJ. 2 .... ~~ c-'l 0""'\ C::> ,-I) ,"1 STREAM BAN K ST ABI LI ZA TI 0 N FLOOD RESTORATION PROJECT HOMINY CREEK at 460 SAND HILL ROAD MSD OF BUNCOMBE COUNTY PROJECT NO. 2004245 INDEX OF DRAWINGS PROJECT SITE ALL WORK SHALL CONFORM TO CURRENT DISTRICT STANDARDS SHEET NO. DESCRIPTION I OF 3 INDEX OF DRAWINGS AND LOCATION MAP 2 OF 3 STREAMBANK STABILIZATION PLAN BLACt< 3 OF 3 STREAMBANK STABILIZATION DETAILS \""'"'(';'>' L~cS> 11/1 / //2k7~ LOCA liON MAP