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HomeMy WebLinkAbout20040947 Ver 1_Site Plan_20040611 ~ ~ ~ E TOWNSHIP AVI DSO C 0 NORTH CAROLINA DMP JOB NO. E R~1~g JO. E-3028 J RD RO po! ~~';ni~e.YF GREENSBO BEE pl.~ Z` L Fa?D O Cc y... NIN 1 1 1001 PH I CZ I o t O 0 ~~~'NLIIYSEC~Gy ~r ~4 ~v ~ ~ 0~ ~ O I °~cf- SAD g LED D D S o(lxNS ~5~\ ~ ~a ' PH 11 IIn 4 a g F~ ~ CCI'oP f n Q ~ g O ~~}R m ~ _ 1 m~ '1 ~ O ~ ~ m ~Nl~.~, ' ~ OAK e s RogD [EOFpOD OpWUS /T n ona PW I/C ~ `l ----~h~ DAVIS-MARTIN-POWELL & ASSOCIATES, INC. PRO 'ROPOSED - ENGINEERING -LAND PLANNING -SURVEYING STREAM M RELOCATION n 218 GATEWOOD AVENUE, SUITE 102 (See She >heet 2 & 3) i HIGH POINT, NORTH CAROLINA 27262 PHONE (336) 884821 FAX (336) 886-4456 ' 'y,'11/1111111111/,, 0' ROV 0 RO F 25 25' ~ 25 25' alp'; 0' PAVT • ~ ~ PAVT ~ a w " Q ~ ~ O - - - - - - - - - - - ~ O - - - - - - - - - - - - y ~2 W: - - W - - - - - - d ~ + W ~ _ u, ~ ~ ~ w W 1111/1111 w I W m a N ` 0 W I I ~I TEMPORARY E1asnNG RIP-RAP INV 716,00 ROCK CHECK DAM INLET PROTECTION W INV 715,55 INV 710.48 E8 / TEMPORARY DONUT W/ TEMPORARY DONUT INLET PROTECTION W/ TEMPORARY DONUT INLET PROTECTION INLET PROTECTION IONUT • N i END OF ~ ~ PROPOSED 44 LF I PROPOSED 52 LF PROPOSED 48 LF D-23 ~ ~ N 1 PAVEMENT 48 LF 1 » Q 24" RCP ®6,5% » 8 RCP ~ 4,5r O 18 RCP ®1.09 ~ ~,Dy; STA 17+OOW ~ ^ O _ . ~ \ ~ N D-15 Z w y - - - - PROPERTY LINE Z Z EXISTING 100 LF ~ . +QQW o 12+00 ~ 4+ W " \ i~Q 11+OOW 13+OOW 1 00 2 - 48 CMP \ - ---f- - - I ~ 1 +OOW 16+OOW 17+00 I - - -f-- - - ~ CEN TE R LI N E PIP \ a E® \ o a - - 1.090 SLOPE - - - - - ~ - STA 17+12.78W p . , 0 U ~ TEMPORARY Z ROCK CHECK DAM ~ H ~ / J 0 - ~ I INV 714.02 ~ a CLASS GRIP-RAP I J Q ~ OUTLET PROTECTION INV 710.0 ~ 1 ~ Z ~ v W D.0 ~ a0 w I La=9' yy,g.2~ I 128,50' RELOCIATED STREAM I CLASS 'B' RIP-RAP • EXISTING RIP-RAP PLACEMENT DEPTH 19' WTLET PROTECTION IP-RAP ~ TSB 0 w r- _ OUTLET PROTEC SEE SHEET 3 OR DETAIL La~B' YY~S.2' ~ w N ~ Z rECnaH z -0 s.2 CL INTERSECTION = INV 712.17 PIACEMENT DEP1N 18' CL INTERSECTION CLASS 'e' RIP-RAP DEPTH 18' \ STA 11+72.78W = ounEr PROTECTION STA 15+32.78W = a z La~10' IN~6.5 STA 11 +75.OOA PLACEMENT DEPTH 18" STA 10+0O,OOT I ~ w Z I I I I I - .l - I- I I I I I _ I I I I I I I I I I I I I I - - - - - - - - - - - ~ ~ ~ ~ EROSION CONTROL LEGEND LIMITS OF CONSTRUCTION _ ' CL OF PROPOSED DITCH ` W N ¢e s s TEMPORARY x EARTH BERM .ai TEMPORARY II ; a RIP-RAP DONUT h ~ ~ ~ INLET PROTEC110N ; d $ + PVI STA 10+67,32W PVI STA 11+72.78W O 3 1- 3 W ~ d' Q' ~ UCnO 00 ~ Z Q °o No PVI EL 717.81 PVI EL 719,05 PER>rANENT ~ < o GR EL 718.05 GR EL 718.70 Paoh~'cna+°~ < ~ L= 80.0' - ' F~ ON ~ ~j ~ ~ 4 ~ H O 730 ~ X., - ~ ~ L- 92.0 to WW A=2.36 I A= 3.05 U t~!1 V~1 W N Q F- ~ F D W U Z ~ O N ~ ~ ~ W m ~ F a ~ Q J w w w ~ ~ ~ ~ J 2 ~ J ~ ° o Q ~ N ~ N H'j c0 N M r Q 720 U Q O F"~ Z U P 3 F V1 o ~ z Z ~o U Vs ~ O z 710 W o ~ ~ ~ ~ A U ~ ~ z 0 Q, A a ~ ~ i a W W a v ~ N "x Z x z~ ~ W ~ o o z ~ E W Z w a' ~ a ~ ~ ~ 700 0 ~ x F A O W ~ ~ ~ ~ O N ~f m m M m SHEET NO. 690 X J J J J J J J J J J J J J J 9+00W 10+00W 11+00W 12+OOW 13+OOW 14+OOW 15+OOW 16+OOW 17+OOW OWNERS: DAV-RAN ENTERPRISES, INC SCALE 4034 FULLER MILL RD PROPOSED CENTERLINE - - - - - - - - EXISTING GROUND 0 CENTERLINE PROFILE WHITE OAK ROAD THOMASVILLE, NC 27360 H:1 40 Contoct: BRUCE & SHELLY CODY EXISTING GROUND 0 50' RIGHT EXISTING GROUND 0 50' LEFT V: 1 4 ph: 336-475-9472 M ~ J.~..,>W~a,, a;° s w° 0 cv ~ o - y a r ~;oa _ 115 X 614.8321 - U c~ 33 ? Z 116 101 X 715.8363 131 X 17.6294 y 14.8140 G X717.1510 G G Q ~ ~ ~ ~ 63 z Z ~ ~ LL 84 cl 4.4400 12+~0 Q ~ r -68.2012 L MH 114 Z CL CRK ~ 71 .3902 105 111 ~ 149 ~~u CRK 712 c :~'8~~5~ CL CR g 117 X 714.5900 5 Z N S2 13.5208 G = 4 3 X X1~~~3g~5 ~ 12 0 G 13~ 0 Z ~ 1 CRK 1X CL CR~~1 ~ 8171 85 X B~.4636 711.CR 00 13~ X ~~.0900 CL C 1 11 130 148 7`.7011 1 3.1 056 ~ X ~ 7~1g3.4891 ~ G ~ ~ ~ ~~1.8615 12 129 129 132 X 71 .5696 121 710.4209 3. 3.3049 72 X 712.1061 0 0 ~ 712.17 5 ` CL CRK ~ BB 122 ~ 1 '248 X ~1~3.3435 ~ X 6 X713.9197 `X~~ ~ .661 CL CR 706. 8 134 , 4 ~ 4 0 C~ CRK .2075 1x.5617 ~ G TB lB ~ .6676 - 124 X 713 225 G 3 2250 6 47 ~ X~~ 70 ~28~5 LF X~ .018 708.8353 ~ ~ CL CRK S r X G14.8665 ~ 146 g R~~ TED S rRE NOTE 1: Natural fiber matting shall R~~M 144 X~ .397 ~ 709.0700 1472 ~ C~ CRK 1~~ 69 ~ X 713 606 X08.3487 TB CRK 86 ~ z z 7~ ~ F CL z~~° ° ~ w o E~ va Q ~x~ U a 0.' a z ? o O ~ ~ f1: I H x U Z z a extend into channel to cover one-third of existing and/or ~ ~ w ~ z proposed channel. w z z Natural Fiber Matting ~Op~'¢ 6" mii. A~°z Natural Stone F A A Class 2 ~ Qom' Bankfull elevation Anchor Stake W A See Note 1 Existing/Proposed > ~ Ground a SHEET NO. Stone Toe Protection (Place 113 diameter of specified stone below 3) STONE TOE STABILIZATION the toetofgsop> at OF3 THOMAS~/ILLE TO DAVIDSON COUNTY, NO DMP JOB NO. E-30 o~ ,x\y~ ~.e ~ ft N e~ pp ~J 8E'~Cfl qn ° ~ 5 'Z ~ , / ctoraeo bolas 'S. i i \c ~ ~ b~ CEQ~OpO ObIM.'S Bllj~E ~ ~ R~Ab ~ , , .~.1.,?yf~~ ~ ~~rdM ~ 0 ; 0~ ~ ' o ti ti00Z i Z inr 00 o 40~1at1 o ~ N~"ll,~l~ 0 , y W , ~ ~ 2 o o o o o , , , , , a ~ ~ ~ ~ , ~.a P.; DAVIS-MARTIN-POWELL & ASSOCIATES, INC. PROP ENGINEEPoNG-LAND PLANNING-SURVEIING STREAM RE 218 GATEWOOD AVENUE, SUITE 102 (See Sheet DFODD w ~ ; II C ~w , ~ , , ~ , ~ , HIGH POINT, NORTH CAROLINA 27262 PHONE (336) 886 4821 FAX (336) 886-4458 0' RO 25 25' 0' RO 0' • PAVT • 25 25' 0 g``iaelcnu®?Irur®a PA VT ®~m~ ~ )~~'~e - - - O ~ O - - - - _ s~ ~ -I- - - - - _ ~ ; a ~a s w ~ w W _ ~ ~~-p _ ~ w ~ ~ ~ ~.i I w w ~ I W ry~ ~ 1Y 4 p . a O ri E>aSTING I RIP-RAP i Irp®~ + ~ BIIU?11 INLET PROTECTION INV 716.00 I • W/ TEMPORARY DONUT INV 715.55 INLET PROn:CnON W/ TEMPORARY D TEMPORARY IN T ONUT INV 710.48 LE PROn:CnON ( W / TEMPORARY DONUT 10,48 ~ ROCK CHEq( DAM PROPOSED 44 LF I I INLET PROTECnON tY DONUT noN ~ 18" RCP ®4,51 Q PROPOSED 52 LF O 24" RCP ®g,59; PROPO O SED 48 LF QED 4 I 2 $ ~F p_Y3 ~ END OF \ D-14 + 18" RCP ®1.010 - - - \ ~n , P ®1,0% PAVEMENT EXISTING 100 LF ~ N • \ •1~Q+OOW D-tS- S N ~ ~ n . STA 17+OOW PIPE ~ \ ~ _ 12+00 ~ w ~ ~ ~ 1.0~ SLOPE - 14+OOW ~ - ------I ~ a_ - 1 +OOW Z -I 16+OOW ~ 1------ - _ _ 17+ 00 PROPERTY LINE _ ~ - Z W ~ CENTERLINE Z ~ x _ Z I . STA 17+12,78W I INV 714.02 _ s a-a TEMPORARY ® ~ CLASS 'B' RIP-RAP I I OUTLET PROTECnON I ! ROq( ~ . ! CHECK DAM E)pSnNG RIP-RAP La= ' ~ I I OUTLET PROLE 9 W=5.2 128,50' RE INV 7 Cn PLACEMp~lT DEP LOCIATED STREAM 10. I ! Z X10, ! ~ TH le I , , SEE SHEET 3 OR D T OU B RIP-~ wP-RAP ~ I ~ INV 712.17 E AIL TLET PROTECnON \ CL INTERSECTION La=a t0TEC110N ~ ..J Z ~ CLASS '8' RIP-RAP P~4 N~5.2 STA 11+72.78W = outtET PR c~MaT ~Pn+ 1s• ~s.z~ TS8 ~o J U r Q NTH ~a \ CL INTERSECTION W ? I L on:cnoN STA 11+75.OOA o•10' w=a.s' STA 15+32,7 ~ I PLACEAI~IT I I DEPTH la 8W W~,~W STA 10+0O.OOT W N U Z I I I I I Z _ 0 I _ s I I . ? tL I ~ z W I I I I I I I I I I I i I I - EROSION CONTROL LEGEND UWTS OF c~NSTRUCnoN a ov PROPOSED DITCH ~ ~ ! TEMPORARY N Q ~ '0 EARTN BERM = a ~ ~ TEMPORARY DONUT II v PROTECnoN ~ N + PVI STA 10+67.3 PERMAN o° 0 2W PVI STA 11+72.7 PVI EL 717.81 8W RIP-RAP QUIET + N ~ n ~ 0 Z Q W ° ~ ~ GR EL 718.05 P~ EL 719.05 730 PROTECTIDN GR 03 ~ Z ,y, Z L= 80.0' EL 718.70 v, ~ W L= 92.0' U ~ ~ ~ F= NM O.- ~ 2 Q = A = 2.36 I A = 3, 05 W~ + + M ^ ~ ~ U h-~ O^ N } ~ ~ y~j ~ ~ ~ N c~ v? u~i W ~ ~ a N ~ S~ N _W ~ ' F ~ W W J Z ~ m z O F- F- O_ J O Q ~ o w a 2 U U z ~ o n ~ w ~ m ~ O w ~ a ~ a ~ w 720 Q ~ ~ ~ i ~ ~ ~ ~ U 0 0 0 Q ~ ~ U N N rn ~ t0 N ~ 1 2 PI H 710 3 H V1 ~ ~ z ~ o U ~ z W~ N ~ ~ ~ A U f.~ y ~ Az ~ a a ~ ~ , o W d Wa 700 ~x ~ H za ~ W~ o ~ z W Z w ~ a F+ L1', ~ 0 ~ x Q ~ 690 ~ n X J J M o _ _ 0 J J J PROPOSED CENTERLINE n N 9+OOW J 10+OOW J 11+OOW 12+OOW J J - 13+OOW EXISTING GROUND 0 CENTERLINE 14+OOW J 15+Oi - EXISTING GROUND 0 50' RIGHT 15+OOW SHAT N0. 16+OOW - EXISTING GROUND 050' LEFT P R 0 E WHli -V-i 17+OOW rp L7 OAK Rn SCALE owNERS: DAV-RAN ENTERPRISES, INC H:1 =40' 4034 FULLER MILL RD V. 4' THOMASVILLE. NC 27360 Contact: BRUCE & SHELLY CODY ph: 336-475-9472 OF 3 A,,`®Allamaallppipe®® ® 7 ~ °i ®i ®s a V ~Q !o roO ao 0 a ~ ~ °a Q~ ~ l11' U N ~ ~ ~ ~ ~ ~cl: a° {~Vf t?. ®ms v I ipiipi0III91AAA/ X 714.8321 V V Z Z Z - C7 _ z z 1 . ~ z - ~wQ~- X 715.8363 1 w J ~ . W z ~ > 14.8140 I- Q~ ® ~ z z cn V w ~ O 4.4400 , 2+ ~ N 71 .3902 / l Q o Q~ O N - ~ E (Y I~ N ~ O Y N ~ ~ 4 9 Z~ ~ ~ Z 71 .J az~~o- J pp i 8. ~ ~ - ~12 13.5208 J ~~~^o' 11.91 O Z `D ~ W J-~Ifl ~ O~r~~3 ~ _ v x ~ > Q3 ~ - ~0 = X-68.4044.81571 X~112~4~67 CC ~X~ST//~G 13+~~ a. -X712.2079 I Z 1~ X~~S.ogoo REEK X 1 . J X 713.4891 Q 1 ~1 71 4 e X 71 .5696 \ d r~? X713.343` ~ ~ X~16~61 ~ - ~ ~ EN TER X 71:.919 7 ~ ST A ' ~ ~ ~2E~ r~~N~ C~ P ~ N O F~ n / i ~ - - W ~0 D ` ~ U W p } ~ 1 ~ ~5 ~o S0. R~P~SE~ ~R X 3 2250 • Z Z `L W W W W ~ S' U J > 1,,, ~ o cn d W Q ~ ~ ~ ~ D ~ U cA N d. } ~ ~3 EEK 07 ~ 14. 7 ~ LF RECoCq T J \ Z - \ O Q 714. ~ W ~ o BEFORE REC oC ED TREq M 4 V ~ N Q 7~ W W ~n ~ ~ ~ ~ n~q -~.,1-~~ (n ~~~L > W A ~/~N~ ~ 32 ~F W ~ 4 a~ 1 ~ 7 ~ > W - N M ~ mn `0 ~ ~ ~ ~ ~ ® ~ E-' H ~ V 9 Q ~I~ ^ U I.d rrnp-~ O VL ~ W o ~ ~ ~ 'Q Q ~ ~ ~ ~ =~~z O ~-~Qa ~ W ~ a ~ W~ E-' x x ~ ~ ~ z M Z $ o NOTE 1: Natural fiber matting shall ~ ° z ti ~ m extend into channel to cover W ~ w ® Q', ~ a m~ one-third of existing and/or ® ~ E-+ ~ ~ y proposed channel. U~ ~ ~ $ Natural Fiber Motting ® ~ ~ o ~ x ~ ~ $ 6" mii. - Q a Natural Stone Class 2 ~ ~ W1 J s o Bankfull elevationAnchor Stake 3 z ~ ~ See Note 1 Existing/Proposed 3 ` Ground SHEET N0. i N \ W O W Stone Toe Protection r z Place 1/3 diameter o 5 J specified stone below w the existing grade at a OF 0-1 ~ the toe of slope Z STONE TOE STABILIZATION Z ( Q 0 ®0®®`,ipiii ikikOkB Id d 1a ~ ~ > III II II A v O O O W J W ~ M N 0y C9 (n P V L~1. ~yJ I V ~ ~ IO ` P s a a° I ~ °riknrrar4aa U Z Z Z Z h ~ Z W W zc~> o~ Q ~ ® ~ -zzcn V w Q ~ ~ en ~C o Q~ O N - ~ ~ ~I~N~O Y N ~ ~ ZU~~v Q Z ~ ~ Z J GO ~ ~ ~ ~ ~ ~ W ~ Z n~ ~ J - ~ ~ ~ ~ ~ ~ f ~ = v X ~ f V ~ - ^ ~ = LL 1..1. f Z I..L. Q a N 0 7~~ W a O ~ 7 ~ ~ Z r? ~ p W ~ Z n cn Q ~ ~ ~ ~ U W W } W Z Z U W W ~ W U 3 W Q~ h' ~ Q W~ S U S } [0 Z O_ N ~ H d1 ~ ~ ~ W O rn ~ R ~ O O n ~ ~ ~ ~ U N W ~ O o ao W Q W - N kn ~ ~ w~ r VL t H U W a~ U~ , ~C U ® ~ F z ~ ~ o p9@ U W ~Ll//d~~ V® O W ~ ~Q O = ~ ~ z ~ ~ ~1. a Q a p-, i °a a, ~ W ~ ~ ~ E-' x x tl~ ~ E \ ~ ~ z Z ~ ~ o ~ ~i M \ W o 0 z F; yro, ~ J ~ 1 ~ O H ~ Ga ® a a Q \ \ ' ~ ® ~ ~ ~ O \ ~ ~ N U ~ •.k ~ ` - O ~ ~ ~ o f ~ ~ ~ Q! x W 5 ' Q ~ Q i~ ~ y _ _ _ 0 ~ a <C 11J a, ~ W J 9 0 y h O N O M 3 v SHEET N0. W Z W J w Scale: H:1"=40' a > = Z V:1 4' 0 Z a 0