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Home My WebLink About20011579 Ver 1_MAPS_20011029PLAN VIEW- SOUTH PLUNGE POOL Z Of 2 ROSEWOOD CENTRE PLUNGE POOLS ~P - ReP TBM Nail Sel Sgt Femme Elev. = 351.84 y y ~ ~ ~ 22 Hardwood 48" RCP Trees EbsBng Sanitary ~ ~ ~ ~ y 48" FES Inv. =340.39 Sewer Manhole Rim Elev. =341.77 ~ Silt Fence \ / ~P-~P r / ~ ~ ~ ~ 6 Hardwood Trees ~ ~ Rlp -Rap Silt Ferroe N ~~UN,iiNirNgr QUESTIONS PERTAINING TO THIS DRAWING SHOULD BE y~~4 DIRECTED TO THE CONTRAC70R, BUNN OLIVE AT 422-8401 'tN CARD ~`.••''•ss'"'••.~~ AS-BUILT DRAWING PREPARED 0 , oFe ro . 2 , ~ : e ~•~q~~•, FOR BONN OLIVE & NCDWQ - •Q3 c SEAL = - z~56a PLUNGE POOLS ON ROSEWOOD CENTRE ROPERTY HOLLY SPRINGS, NORTH CAROLINA .,F 0 •NGINE, ~ eF G~ TYNDNl ENGINEERING 6 DESIGN, PA Rr M• ,aoPROFESS~NPIWURT,SNTE,05 . 27 Mar 03 1919) fl3-1209 Robert Gron, P.E. swe: 1"=15' A.v~er• JDG o~cn: JDG s~crr »a PLAN VIEW -NORTH PLUNGE POOL 1 of 2 ROSEWOOD CENTRE PLUNGE POOLS Silt Fence 48" RCP 48" FES Inv. =347.50 0 ~ ~ ~ ~ \ 31 Hardwood \ ~ Trees ~ Exislin Sanila `I' 9 ry TBM Nail Set ~ ~ W Sewer Manhde Elev. = 359.65 ~ Rim Elev. - 353.87 ~ ~1 W W `I' \ W W W / ~ Weir Inv. Concrete Weir Elev. =348.87 `I/ `I, W W 27 Fardwood Trees \I, I ~ ~ W ~ W `I, `I, `I/ `I, W W W W ~ SNt Fence W Top of Weir Elev. = 350.44 Z QUESTIONS PERTAINING TO THIS DRAWING SHOULD BE ~„punun4r„ DIRECTED TO THE CONTRACTOR, BUNN OLIVE AT 422-8401 ~ CAR ry'~ii Q~~•...••..., 0 AS-BUILT DRAWING PREPARED 0 4essr ' ~ ;•QO ~ 9.• 2 ; FOR BUNN OLIVE & NCDWQ 3 SEAL = PLUNGE POOLS ON ROSEWOOD CENTRE ROPERTY 255ea = LLY SPRINGS NORTH CAROLINA ~ • - HO , ~ TYNDAIL ENGINEERING & DESIGN, PA e~'• 100PROFESSIONPL000RT,SUREtOS ~ i r ~ ~ pBE: GARNER NORTH CAROLNA2l52B 27 Mar 03 ~9)n3t2ao Robert Gran, P.E. sau: 1"=15' R+v~er• JDG oESac JDG _ _ O r ~ I 1 ~ I ~ I ~ I I I ~ / I i I I I 1 - I I I URr~L NA , BED , IURI~L U ISTUR NOT TO SCALE ' I r I NN~L ~ CH ~ NN~L SE ENT 'A~ FES ;~4 ~ I = 40. ~o I 1 I~JEATI ~ EYED) ' . E] . 3 CD L MODIFY CORNER AS NECESSARY I ~ I~JEATED SURV L & - 7 I ` ~ y i , ~ H I r I ~ TO PREVENT INTRUSION ONTO I ~ . - i N ti ADJACENT PROPERTY. MAINTAI ~ I I I I ~ , - I ' '`~~`~:g~"~'.; IGN AS CLOSELY AS IS ~ ' I DES - ~ I RAL I ATED EXI TING I~AT AL . ~J ~~I ~ PRACTIC ' ~ ~ 4 T I RAL ' Q ~ Q~ 1• N~~TI z ~ CHANNEL LUCATIU ~ i~ T, , ~~Q ' t ' , Q I D SUR 1/`EY D) YID) ~ 65 . -z--ter----L- • s DELINEATE 4 ' 12 1 1 I 1658. r 4 57 E .T---• I N88 0 ~ , 2.1 ~ ~ , I I j ~ ~ WEIR SHAPED TG , CUNCRET , ELEV 35~ I r j i~ l ~ & ,EXISTING CHANNEL , s- , ' ~ ' MATCH ~ / ' ~ / h ' I ~ RU~'~' SECTIUI~ FL L AIN C , ' ~ RUPUSED CHA NEL ~ ti ,I r < < I , ~ ' N J ~ IDE CE EKED ~ , - I C25 W , ~ ' TUP OF BANK, - 10 . Q , - - = X TING CHANNEL) , j _ _ ~ , m ~ , o m BADE 'FL UUDPRUNE AREA, G : RIP RA , Q ~ / 1 / tABILIZE I / 0 0 ~ VEGETATE AND ~ , r j ~ , DET L TH ~ r ~ SSE ~ a ~ PER DETAIL / / / ' r r E ~~V 31,00 a ~ , / ~ / / ~ CEN ~ ~ co Q - _ PR PUSED ~'HANNEL ^ In , i , I TIUN A RES TUBE ~ REDS CHANNEL ~ SEC o , , , a , ~ - UPPER 6 ~ SUIL SF~AL _ _ R~STa ~ PE - 0,0042 f t ~ f t ~ o CENTERLINE SLU c c TAB I BE TUPS IL SUI _ ,CHANN L o~ - ' DE AIL THIS SH o S,~ SEE ~ ~ o r ~ / NOT TO SCALE , ~ FUR P ~NTING, , r 13 RAD US BEND ~ I ~ ~ 1 j - r r i ~ ~ ~ 7 CO 1 / ~ ~ 1 / / , I ~ ~ V ~ 350.50 ~ ~ i o ~ O ~ EL E / ~ ~ r c ~ / - ~ I ELE1C 350,50 , j ~ ~ r ~ c o 5' 6.5' / , I ~ r ~ .e.,t o~ 1 r ~ ~ I FES #'1 ~ rn TOP OF BANK ' ' ' - ,ob ~ ~ r ~N INV Et, 348 0>, DESI o FINISHED GRADE EST E1. = 340.30' ! ~ I , / / / , I ~ r , ~f 11 2 R r ~ r r I r ~ O N irn = / / / / , / I I ~ 1 r r , O^ O r: I I ~ r rr p 01 , +,I ~ ri r , I ~ t~ - RIP-RAP ~ ~ , ~ ~ ~ , ~ r r I I ~ O~ I ~ 12' 0.5'2 FLOW _ , ~ , I ~ ~ f 1 ~ I ~ I rl I 1 ~ / / , , , I I I I FES ;l4 ~ , l , , I ' I J I ' I TO SCALE n' , , r I I , NOT O o~ INV El. 1 1 , , ~ / / ~ ' , = 340.10 !r - - - - / l ~ / / EST E]. 337.30 , , ~ , , ~ ~ I ~ I ~ ~ CONCRETE WEIR SHAPED TO MATCH o ~ , I ~ r I ' I EXISTING CHANNEL 6 FLODDPLAIN ~ I I I 4 ~ I ~ , I CROSS-SECTION. (25' WIDE, ~ ~ , ~ , , I , CLASS "B " / ~ ~ RIP-RAP ~ / , , / ~ I ~ ~ i r ~ ~ ~ CENTERED ON EXISTING CHANNEL). ~ / / I ! r 18" THICK ~ i / / I / I ! I I EXISTING NATUAA{~ CHANNEL , / / ~ I i, ~ , / / / , / I ~ / ~ r , I i ~ ~ J r I I NEL ` , i ~ / I ~ l ~ J 1 S FL I TER FABRIC RESTORED CHAN . _ _ , / I ~ , , BOTTOM-EST E] . = 337.80 ' - - / ~ I i ! ~ ' 11 1 = 348.00 ~ r 1 1 ELEV. % ~ I ~ 1 ~ ~ / ' I ~ ~ , ~ 1 ' r ~ ~ LINE WITH 18" OF CLASS "B" ' r AIP-RAP COMPLETELY UNDER- ~ 1 ? ~ B-2 ;-2 ,r r `AIN BY FILTER FABRIC 12' r ~ ? , ~ /,i ~ , , , I ? / I r , 2. i m i i / l I i , ~ TYP ~ r' ' ~ / ' I ' ' ' r' I ` ` a 1 / / I,' j ' I ~ 12' o ~ I ~ ~ c r I ~ ~ a o , Q ~ , (1 / r ~ ~ , r 6 Q I ~ , / I ~ i r I , y ~ O ti m dm 11 K V N O ti 001 .ti ti ~ , ~ ~ , , , r ~ / r , A~ 1 1 V Q r Q - ~ ~ M V1 `O , ~ 1 ELEV. 348.50 ~ ~ ,i / r K / 1 I 1 1 O ~ „ ~ u a> 11 ' / 1 I' 1 ~ ~ , , ~ ~ i ~ I 1 I ` 1 PROPOSED CHANNEL w~•• ~ ~ g I I v li + w„ v~ u~a l` ~ / , I r I t u u~ vs ua3i , I m m m yr mm mo 1 ~ , / 1 ' ~ I m ~ ~u c°.°c ~a~i ~ tit , ' , ~ 1 1 ~ 1 ~ a O a rn a< am 1 ~ ~ ! I ~ 1 ` 1 ` 1~ ~ ~ 1 1 1 O , 1 ~ ~ ~ EXISTING NATURAL ~ ~ ~ ~ , , 1 ` ~ , ~ 1 ~ ~ ~ , , , ~ 1 ~ \ i TERLINE ~ ~ X STING CHANNEL CHANNEL CEN ~ MATCH E I ELEVATION -R.~NE-'I~REA ` ` FLODDPLAIN CROSS- ~ ~ ~ , AND E FL daDP ~ ~ ~ RAD ~ JB~3 . ~ ~ SECTION 6 ELEVATION. ~ ~ TABILIZE ~ V GETATE ANDS , , , ~i ' , / ` `1 ~ , ~ ' Q PEJ2 DETAIL, ~ ~ Q ~ , - . . ~ . Z , / ~ 4 :r . I PRUPUSED CHAN L RIGHT OF MAY ? SPUR R(~'AD ~ r 2' ~ I CENTERLINE ~ TED TU MINIM ZE BELUGA rM ZE Z ~ BUILD WEIR FOOTER Q ' I ~ - THE IMPACTS ND ? S A 12' VD ~ - C SUFFICIENT TO PER A~INEL ? ' F~RUPUSED CH PRUFI'USED ACCU~IUDA TE SED ELEV. = 348.00 MANENTLY SUPPORT ~ Q PUFBANlf11 WID, _ fiU S TUBA rIUN _ STREAM RE CONCRETE WEIR. _ . ~N. ~ ~ ~ / 0 , , ELEV - 340,30 I EXISTING SMH = , / ~ - / L Z r ~ ` I I I ~ , FES #4 Z B7RESTURE,D C99) _ _ _ 340,70 ANNEL SE TIUN , - _ _ DESIGN E , w T ,0042 ft \ f t EL CENT ERL I NE - , r CHAN , _ r , , 131 ! r r Z ' / RADI U BENDS, I ~ _ =:_-fi ~ ? ~ S W / , 10 ?S 3 / _ S85 , I NOT TO SCALE r MIXTURE OF AT LEAST ~ AIL THIS SHEET) I ~ ~ , CSEE DE ~ , I . ,.~-1 • , , _ , , I E ~T, ELEV 337,80 ~ 2 HARDWOOD SPECIES ~ , ~.1..- r ~ , i I ~ I AT A MINIMUM DENSITY ~ . ~ I I ~ 340,30 ~ I .....1- ELEV , S ACRE. Z I OF 320 TREE / I ~ ' ~ a OF SU'IIL SHpL L 1 ~ , UPP R 6 I r I I 50' WHERE POSSIBLE TIE TO ' ` r ' I L SUI ~ABL~` ! _ ,00 r BE TUPSUI ELEV 34~p , I TIE TO G J EXISTIN ~ EXISTING , . . • e« , ?~'e« • • GRADE r ' I i I I ~ r , r FUR PLANTING, I I , GRADE :e t• . »e »e s. ~ ~ / / I I rr I I a s r , ? . • 1 a4 s. ~ s. r T ? I~ • • n•~ + .j ••r I L • • wt I I I ELEVATIUN , TIE TU EXI TING I UN- ~ , ~ I , r ~ I ~ CES T, 337.50 , 1 , S T URGED HANNEL I ~ ~ , , DI I b ? • ? T 1 ~i YM~•. •?•t 7•.+~.. of YM,Sjy. at '~,}i Y• •~,,K ~:•~y b..x ~:?Y:/ ~ J I ~ NUT SURVEYED) ~ l ' A T NA TURAL I BUT UM ~ ~ ~ , ~L • • - 0.00 ftlft r I a s ? ~ I , 0.00 ft l ft "A -10 ' TIUN rCELEWATI X) ~ I r ELEVA a a I I 'SEGMENT ! B / ~ I I ~ NDISTUR D CHANNEL, c? ~1a I A TURAL U ~ N I ~ I ~ I I I ~ I • ! ~ TED AND SURVEYED) . CDEL INEA I II I ~ i 2.5' EAST ~NT~ WEST OPRONE AREA WIDTH OF FLOODPRONE AREA WIDTH OF FL00 i $~T ~ , I I ~ ~ ~ ! , I I ~ ~ "A"=5' LINE CHANNEL SIDES & FLOODPRONE AREA "o".a ~ r,l unQru eMt=AT~dN I;AFFN fC~25BN) I` ' ' I I I \ ~ ~ - / ~ I ~ I ~ ~ !J ~ j i I f I Li _u OR EOUIVALANT~EROSION CONTROL V V.V / / I I 1 I ~ BLANKET. STAPLE PER MANUFACTURERS RECOMMENDATIONS. CHANNEL BOTTOM pAO"T MOVER TO REMAIN BARE. I I ' I ~ ! 1 ~ I ! r ~ 1 301-01 ~ ! I ~ ~ 1 i I I /I ! I ! W ti i _ r O i r - / r / ~ J NOT TO SCALE ~ I NI ? NA ?UR,~L U IS TUBBED FES #4 i ~ ? . , - , I C1 EI. 340.70 CH NN~L SE ENT A , ~ r I ~ MODIFY CORNER AS NECESSARY / C1 ? SURVEYED) ~ I~JEATED CD L & _ ~~~~~~~~:~~x. ~ ~ T PREVENT INTRUSION ONTO ' r O ~ N ADJACENT PROPERTY. MAINTAIN ~ r . ~ 1 DESIGN AS CLOSELY AS IS ~ PAACTICAL. J Q I E~TIf~ATED EXI ING ~ ' r ~ ING AT ? RAL ~ - S v W 2' 12 ' r S C T - , ~ Q 1 CHANNEL LGCATIGN l~'L Q •s r 4 • 1~ . ~ DELINEATED SUR U,E TIGN 11~ ~ 2• ? r ~ 688.65 ~ ? 457E ~ 1 r , , i r r ~ J ' ~ ? l ,i ~ s' ELEV = 354.00 CUNCRET WEIR SHAPED T = 354.00 ' ' ~ ~ ~ ~ J ~ ti ~ I , ~ / ? r ~ MA TCH ,EXISTING C1~4NNEL , ~ ~ i r r ~ ~ CRUD'S SECTIl1 r FLUU LAIN , ~ ti ~ RUPUSED CHA NEL- J ' ~ ~ HA NEL ! r , ~ , , ~ - r r ~ r C25 ~ WIDE CE EKED UN . ~ Q T1JP GF BANK, - 10 2 / J ' r ? ~ EX' TING CI~ANNEL) ~ ~ Q r ' ~ i 0 0 , ; ~ r ~ r l - - i , , ~ , a ~ GRADE'FLGGDPRUNE AREA, ~ 0 0 AREA = = , ~ l AND ~ABILIZ VEGE 1'A TE $ ~ Q , ' ~ r RIP-RAP P~ UNGE P~OL , , ~ ~ , ~ ~ ~ PER DETAIL - . SEE DET 7L THIS SHE T ~ ~ ~ , , , ~ , - / / / , - ~ E ~ , ~ ~ i , , i , , ~ % I i ( - - PR PUSED CHANNEL C~'NTERLIN ~ ~o Q ~ - UPPER 6' ~ SGIL Sf~AL r r:=~:=~:z.:~ ~ ~ NNEL SECTIUN A RESTURED, C121) r l - STURED CHA - R - SUI TAB r BE TGPS I ~ ~ TERLIIVE SLUPE - 0,0042 f t a f t ~o / ,CHANNEL CEN i NOT TO SCALE ~ ~ ~ ~ r FC1R P~,~NTING. I N S.~ SEE DE AIL THIS SH ET, a _ _ r 13 RAD ~1S BED ~ I ~ , , r i , ~ , rr r , ~ ~ ~ ELEV ~ 350,50 ~ r ~ l , i r , r ~ Ri ELE1C 350,50 , ~ r ~ r ~ i C V ~ r/ r r r r r TUP OF BANK ' I ~ r r ~ ~ r ' ~ ~ N C O ? l r r FES #'1 ~ ~ U ~t o~ _ r / ~ - I FINISHED GRADE EST E1. - 340.30' r , ~ I ~ r i i = ~ L.'~ ~ r ,Ob i G t~ i•.,j ~ , , , , ? l ~ DESI N INV E(. 348 ~ ' ' r r r i DI O I J / ~ ~ ; ~ l ~ ~ r r r r ~ 2 R ? ~ ' r rr r ~ ~ N ~ , l ~ r ~ r 1~ O r +ri ' ~ r ~ ~ RIP RAP , ~ j F OW / ~ , /I ~ / ' r r r ~ ~ ~ • •1 r r ~ r , , ? i ~ t01 ~ 12 0.52 L , ~ , ~ J/ r FES i<4 , / , ~ ~ J r / r / ~ r r ol.., INV El. i ~ ~ J , ' ~ 1 i l , , ~ r i ~ ? r ? t~1 l r i ? r ~ ? m `r r r r , ~ ~ 340.70 i~ _ _ _ _ ~ 1 / ~ ? r r r ? i NOt TO SCALE EST El. = 337.30' i' i ~ ~ ~ ~^r ' ~ ~ / ~ / l ' r r r r ? TCH ~ C CLASS "B" , , / / ~ ~ / , ~ ~ ~ r r ? ~ CONCRETE HEIR SHAPED TO MA o / , , r ? r i EXISTING CHANNEL 6 FLOODPLAIN t RIP-RAP ` , , , ~ , , , , i8 THICK ~ ~ ~ l , ~ ~ i M f r ' r r ? ~ - TIDN. 25' WIDE, a ~ r ? ~ CROSS SEC / r r , r r i i T NG NATURAL. CHANNEL CENTERED ON EXISTING CHANNEU . r r r EXIS I ~ , ~ , / ~ ~ ~ / r r r i i FETTER FABRIC ~ / ~ ~ / ~ i ! RESTORED CHANNEL , , , , , r l ~ r r i ? r , BOTTOM-EST El. = 37.80' - ~ / / / ~ 1 i / ~ ~ / / / ~ ~ i r ~ r i ~ ~ ~ ~ ~ i / r ~ . ~ ~ ~ I ~ ~ ~ ~ ~ I ~ r r ~ ~ ELEV. = 348.00 1 / ~ i / / I i / r , ~ ~ , ~ r . ~ r ~ r ~ LINE WITH 18" OF CLASS "B" ~ , , / I ~ , , ~ r RIP-RAP COMPLETELY UNDER- B-2 r ~ TER FABRIC r , l;AIN BY FIL !2 ~ , , / i ~ ~ ~ ~ ~ , / I , / i !r ' ? > 1 / ~ / 1 , / , , / , 1 ~ ~ , / I / / , , ~ TYP TYP c - / / Q / i i ~ 12' Z a , , i , G , \ , , / ~ V ~ n QI 1 ~ , ~ , / ~ r / 1 ~ ~ , 1 1 / ~ r ~ m N L Y ..tl 1 ~ , i , ~ 1 ~ ~ ~ / ' , i / / ~ ~ ~ ~ ~ °o owe , ~ 1 N ~ ~ c ~ ! 1 , / , rr ~ l , ' ? ~ ~ ° ELEV. = 348.50 ~ ~ ~ ~ ' r ~ ~ O ~ Z Fi c.+ ~n m r ~ PROPOSED CHANNEL ,a m~ m 8 0 E ~ ~ 1 , , , ~ 1 ~ , , , ~ r m° ~ o 00 0~! •oc 1 ~ O ~ ~ °a~' ~ , r I 1 ~ ~ \ ~ , 1 ~ , , r , I ~ L ~ 1 ~ , , ~ ~ 1 j ~ , ~ ~ ~ , , i , ,i 1 1 ~ ~ , , ~ ~ f , ~ ~ EXISTING NATURA ~ , ~ , RADE FLl~~F~lE-'AREA ~ ~ , CHANNEL CENTERL NEB !j ~ ~ ~ MATCH EXISTING CHANNEL ; ~ : N._.__..,__-~. JB~3 ` V GETATE AND STABILIZE - ~ , , , / ~ ~ AND FLOODPLAIN CROSS- ELEVATION ~ C ~ ~ ; SECTION 6 ELEVATION. P~J2 DETAIL, ~ ti.~~ ,lAH 2 42003 ~ ~ ~ ~ Q ' ~ - ~-4'4 - /y~ i ~ P~i+• ur,~iiYStCT99GNN PR~P~SED CHAN L ' ~ 1 SPUR RG3AD RIGHT C R , CENTERLINE RIGHT UF.~?AY ~ ~ .A.: ~ - . / i , J 2. r ~ ~ REL~CA TED TD MINI TU MINIhI ZE ~ ACTS ~ , STRE IMP g Z ~ BUILD WEIR FOOTER Q ACTS D 2' g 1 f~ROP~SED CHANNEL ~ / i , - ACCG~IUDA TE PRGfI'U; T TO PER- C - ~ SUFFICIEN . PRUfI'USED ~ = TL Y SUPPORT / fiUP DF BANK-11 WID, H ~ _ , ~ ELEV. 348.00 MANEN ~ R. Q ? T URArfiI UN, ~ CONCRETE WEI STREAM RE r ~ ~ r 1. EXISTING SMH ~ _ ~ ELEV - 340,30 r ~ ~ r ~ L , ~ FES #4 1 N f N / _ - - / - r RESTER CHANNEL SE TIGN B-rRESTERE~ C99) _ _ , ~ - _ r Z a ~ - _ - = ~ DESIGN E - 340, 70 • ' , , ~ w M HA NEL 'CENTERLINE LUPE _ x,0042 ft 1 f t ~ , _ . ' ~ r/ ~ r 10 RADIU BENDS, ~ , , 86 ~ r t~EE DETAIL THIS SHEET) - 85 1 I S 1 r ' ! ~ ~ r Z_ 1 E ~T, ELEV = 337,80 ~ r NOT TO SCALE IXTURE OF A T LEAST i ~ , l•-~.~ I 1 J 1 1 r i 2 HARDWOOD SPECIES ~ r i ~ ~ ELEV 340,30 - UPP R 6 ~F SG'dL SH LL , 1 p r , AT A MINIMUM DENSITY ? ~ OF 320 TREES ACRE. Z 1 r ~ I r r BE ' UPSGIL SUI fiABL r _ ~ J i ~ ? 50' WHERE POS5IBLE ' I ELEV - 3~~,00 ~ ~ FAR PLANTING, i i r r ~ J` I TIE TO TIE TO EXISTING J 1 ~ , , J I 1 I I N r 1 r EXISTING GRADE J / J - f l ~ r TIE TD EXI TINGI UN ELEVATION I GRADE ' • w . . u • ~ ~ « . ~ . ~t . . . ~t . . , t . ~ / I r I r 1 r J r ~ ~ ~ ~ 1 A • t;'• A.• •0 • a . N i DISTURBED HANNEL LEST. 337,50 , , / ~ , 1 r ~ ~ , r " • • ~ " • • ~ • • ~ • • i ~ ~ d' A T NA TURAL ~ BST DM NAT SURVEYED) J J ' I N Il ` i 1 r l ELEVATION rCELEWATI X) ~ , 0.00 ftlft A -10' 0.00 ftlft J ! 1 i I' ~ j rN a r I r ~ NATURAL, UNDISTUR D CHANNEL, SEGMENT J B 1 ~ , 2 ~ ~ (DELINEATED AND SUF~VEYED) ~ ~ ;r rr , ~ I I ~ ~ f I I f ~ ~ 1 2, 5 EAST DAAMIWG NEST WIDTH OF FLOODPRONE AREA j ~ ~ J I I ~ ~ ~ ~ / , I ~ ~ ~ / WIDTH OF FLOODPRONE AREA 1 SF~ET J J ~ r ~ ~ , , r i ? r ~ - "A"=5' LINE CHANNEL SIDES 6 FLOODPRONE AREA WILLOW STAKING- " GREEN C125BNJ SPACING VAAIA8IE B 6 WI NORTH AMERICAN % ~ ! I I I f I j UH bUWYALANI tmuSluY c uivrrtuL / I / I I I \ BLANKET. STAPLE PER MANUFACTURERS I I I i ~ RECOMMENDATIONS. CHANNEL BOTTOM PAO"T NUMBER TO REMAIN BARE. 1 ! I I f 1 / I I 1 ~ I I I f i ~i 301-01 I l I / • I i I I j I 1 / I I / l \ I /