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HomeMy WebLinkAbout20031111 Ver 1_MAPS_20030904 These drawings are cha femaints of service and as au the property o~etroduct9ons of Z No copies or p these drawings are permitted T2 OA T3 TOP & BOTTOM SEE STD, # 838,45 FOR GENERAL NOTES. O y H y- without consent offt~heeWgo~k er. U on completion o rOl'1 TWO PIPES 8 •9 1 rr 10" Q Q a(I drawings except the contract 0 ~ T5 @ 6" TOP & BOTTOM Q 3 , 2'•1%° THREE PIPES 13'-0"~ ~ 2•"G" 2" H copies) are to be returned to the engineer. 5 SPA. @ 11" 2rr " 2r, H r0: C=7 V Z 118"- i ~ ° "BARS IN M 2 FILL FACE LL. J O ?-I Z Copyright © 0~ y O O ~ ~ TOP OF FOOTING FILL FACE „ „ „ O O N = ~ H ~ i r ~i -i y 1 r V1 @ s" r, r, 11 r, v @ 1 -B ~ Z o v @ w Q LL. _ m z z~ ~ I I I ~ z1 @ wING wALL ~ ~ Q O H ~ ~ ~ i o~ ,r ,r Q ~ H O ~ ~ ~ I ~ I ~ Z2 ~ PIPE NOT H ~ =ODD ° ~ To sHOwN rrZr, ~ = o w Z ~ , r, Brr 1'. ,r T4 ~ W H J =y00 Vi @ 1 •4 a OOy~ Z '9 ~ @ WING WALL r i. 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FACE G2 #7 17'.2" 2 70 Z W N a CONSULTING ENGINEERS ~ ~ ~ ~ ' ~ ~ 2.82 G3 #7 25' - 8" 2 105 3 W H ~ ~ 2 I ~ I Hi #4 6'•0" 10 40 10 40 Q F,. r1 m N ti H2 #4 4'-0" 4 11 4 11 yp W - ~ y ° 01 RAINS ~ 0 o r 00 I ~ 60 ~ 3 rr '0 D ~ O Civil Sanitary • Environmental Planning ~ Design • Survey N D ~ r a ~ 8 ABOVE FLOW LINE N1 #4 3'•11" 14 57 18 74 ~ V Ip ~ C~ z 1, ~ r rr e Z "I 14 r 0 D 5 SPA, @ 11" FILL N2 #4 3 •5 8 14 Q 0 m - o W Z ~ - - ~ - , rr FACE 2-V2, 2-V3, 2-V4 Z ~ J 01 ~ ~ 8" ~ i ~ 8 2 SPA. •Ht 1 11 H~ SIR. Q N 3715 University Drive O p FACE 2 , - ~ 2.81 4-N1 H2 T1 #4 21'•2" 8 85 - ~ 0 2 Durham, N.C. 27707 m D ~ CONST. JT. I 2•B3 „ 2 SPA, @ 1'•10" T2 #4 29'•8" 6 119 F-- ~ .i ~ 4•N1 3 SPA. @ 1 3 FILL V2 SIR, FACE _ (919) 490-2999 fox (919) 490-6165 N ~ ~ J FACE 3-H1, 1•H2 ot1 m ~ N m 1-V2, 1•V3, 1•V4 T4 #4 5'•8" 8 22 8 22 H e-mail; info®dksa-tsi,com -o H ELEVATIO IT1 T5 #4 2'-8" 70 117 104 174 J ~ W www,dkso-tsi,com ~ ~ r, I V4 " 12 160 18 75 C7 ~ m r N V1 #4 8 -3 i Z Z z Zi 3'-9" ~ ~ V4 '•1" 8 20 8 20 W Z ~ 0 ~ rr r. H1 V2 #4 5 8 16 ~ O t0 ~ O 31~ ~ r rr 7 V3 #4 3 -11 8 18 W O O ~ ~ Z2 3.3 " 11 8 11 a ~ c a e„ V4 #4 2r•9n 8 ~ ~ r n r Z3 2'•8" ry N - „Z,r Z1 #5 4 -4 4 18 4 18 SEAL N r N N ' " 4 10 4 10 O ~ HK. T4 Z2 #4 3 -10 u- ~~~uniui,~,~ R1 H1 5 -5 g.N1 3-N2 Z3 #4 3 •2 4 8 4 8 r .r ~ 3 •5 rr ,o`~ CARp H2 1 1~ @ it 5 SPA •~i 0~': ~ SS ~ "H" BARS "N" BARS "Z" BARS BD7 soB F ~•••9' 0 WING ELEVATION REINF. STEEL LBS SHEET 1 DF 2 "H", "N", & "Z" BAR DIMENSIONS g,g 83Q ~ 28 E SHEET 1 OF 2 CON,IR,C, CU. VDS 7.9 ARE OUT TO OUT, 46 , 838.28 Z •'•FN F. ; o c I rtE,•• ' T2 OR T3 TOP & BOTTOM SEE STD, # 838,45 FOR GENERAL NOTES. O y p TWO PIPES 8 •9 ~ } ~ 1 rr 10„ Q y O THREE PIPES 13'•0"i T5 @ 8" TOP & BOTTOM Q Q 3 , H ~ 2r•1/err ~ 2 r,Gn 20 2rr rr Z ~ Z e, s ~ H' Z i t~' I ~ i 5 SPA. @ 11 ~ 2" FILL FACE 2 H O ~ 0~ 1B ~ Z BARS IN u- J Z y 0 0 ~ TOP OF FOOTING FILL FACE O O y Z r ~ ~1~_ O I ~ V1 @ 9" nYrr@11" V@ 1 8 W (r W m -1 Z1 SEE WALL Q ~ _ H Z -I D _ ~ ~ I o~ DETAIL @ PIPE NOT ~ V y O C7 G~ O ~ o I Z2 SHOWN H Fa-- _ ~ z ~ REVISIONS =~zDm r r - ~ 1r n "Z" T4 (nl-~OJ ~ V1 @ 1'.4rr Sn ~ Q H Q • =~00 N l OOypC Z 1~ S O N ~@ q ~ 4'.3" i TWD I ip N m Z'~ n ~ Z ~ PIPES 5 m m L a N I"-' H ~"iD ~0 ~ 3•N ' T4 ~p y ~ ~ y, ~ I B'-8,r ~ THAEE I Z3 ~ I ~ W ,B„ b PIPES I T4~ n•ri n , ~r, r ~ (n ~ 1 I rr rr rr u N BARS 8 T g T5 @ 8' 8.a O 7~rr I I ~ 5 SPA. @ 11 TING r Z ~0' IN BOTTOM OF F00 „ 3 - N2 3''0~~ SECTION - AA 8,, r•7 r~ •11~ie - B 2 ~ PLAN SECTION B 3 NDWALL 3 7'•8" TWO PIPES BILL OF MATERIAL FORE Y ~ 1 R E PIPES REINF, STEEL 2 PIPES 3 PIPES J y O ~ pg'•0" THE J ~ @ 1'•B" a -02 OR 03 Orr BAR SIZE LENGTH N0. WEIGHT N0, WEIGHT ~ II a 2•Y1 2 Q SIR, FACE ~ ACF B1 #4 5'•8" 8 29 12 44 ~ O G m ~ 1 - 2.81 1 ~-2•V1 @ 9" FILL F B2 #4 14'-8" 4 12 4 12 O 3 O O 111 mr w W 93 #4 8' 8" 4 17 8 35 W ~ C / N ~N 1 W Z Z ~ 1•V1 SIR. FACE w PIPE NOT //1^7 N V N r '11 ~ I ~ ~ sHOwN .r - z W r r ~ 2•B2 a G2 #7 17 2 2 70 W m O i..~ i ~ i I o 114,1 g i ~ 25' 8" - 2 105 ~ ~ fA a , ti` I ~ ~ SLOPE a3 #7 3 W H R° 2 ~ i 0 ~ i I H1 #4 B'-0" 10 40 10 ' 40 Q F. a _ 64. T~ i, I 6 3 ,O DRAINS „ -I ~ c ~ I ~ i i i I ~ ~ i 8" ABOVE H2 #4 4 -0 4 11 4 11 O ~ 0~ m r M ~ I I ~ I ` I ~ ~ FLOW LINE _ ~ O N ~ L - D Nt #4 3'•11" 14 57 18 74 0 V O ~ ~ Z - ~ ~ - . r p - I ~ rr N2 #4 W m 0 ~e ~ e TAPER DETAIL ~ o ~ ~ D zt~~, i O ~ 2.81 4-Nt 5 SPA. @ 11" FILL Q F„~ ~ O CONST. JT, 2.83 t- O m I r rr FACE 2•V2, 2•V3, 2-V4 T1 #4 21'•2° 8 85 - f" Q ~ y 4 N1 2 SPA. @ 1 •101 SIR, m O r ~ FACE 2-H1, 1•H2, T2 #4 29'•8" 6 .119 W f- ~"'~D m ;~H2 Zvod m ~ ELEVATION 3 SPA. @ 1'-3" FILL , 2 SPA, @ 1'-10° T4 #4 5'•8" B 22 B 22 N ~ H FACE 3•H1, 1•H2 m ~V2 ~ SIR, FACE T5 #4 2'-8" 70 117 104 174 J ~ W m ~ r N I I, r 12 50 18 75 C7 4. m ~ Z z z ~ V1 #4 8 •3 t-V2 1-V3, 1•V4 g 20 18 20 W Z~ 0~ I ~4 V2 #4 5 •1 r N D y O 31'`1 ~ 7" #4 3 •it 8 18 8 18 G O ~ ~ Z1 3'-9" V4 Y3 r o W o D ~ ~ c a „ t' V4 #4 2 •9 6 11 8 11 ~ r '1 3'•3" 7 ~ H1 Z1 #5 4'.4n 4 18 4 18 ~ N N Z2 r rr i ~ ~ r N _ Z2 #4 3 •10 4 10 ~ 4 10 W ~ r rr a N fi rrZr, Z3 #4 3'•2° ~I 4 8 4 ~ 8 ~ 3 -5 r• ~ HK. 1' I H2 1 1~ ~ T4 II n II Ir RS 3-N1 3•N2 H BARS N BA 807 eos 5 SPA, @ 1 t REINF. STEEL LBS, SHEET 2 OF 2 "H" "N", ~ "Z" BAR DIMENSIONS I~ RS WING ELEVATION CON.IC,S. CU. YDS 8.3 10.7 8 z BA 838.2 SHEET 2 OF 2 ARE OUT TO OUT, a38.28 14' GRAVEL DRIVE _ HEADWALL E NCDOT STD 838.28 v HEADWALL NCDOT STD, 838.28 Q 1 1 o VELOCITY DISSIPATOR NCDOT CL 1 RIPRAP STREAM BED 2 DATE: 10 2/03 _______1 3 2 ~ 45' L X 32' W X 22 THK INV=582.75 ~ STREAMBED c INV=582,86 SCALE: AS SHOWN L 3X20LF60"CMP®0.56% r JOB N0. 1164-01.10 m C N N DRAWN BY: EML U ¢ ~ a 'a ~ - v s- ~ ' ~.r" J ~H I-H_r`~ ~H.~~ -H i;; ~ ,-a,-.r~~ 7~*r~ , u~ >t,Yt'.kh, . CHECKED BY:JES PIPE INV=581,75 3X60 CMP INV=581,86 „ CMP PIPES TO BE INSTALLED WITH INVERTS 1-FOOT v LINE BASE W/ 4" LAYER OF #57 STONE BELOW NATURAL STREAM SHEET ~ LINE BOTTOM WITH MIRAFI 700 OR BED APPROVED EQUAL 0 CULVERT CROSS SEC i'•5W J RELEASED FOR CONSTRUCTION OF 2 PRELIMINARY DRAPING NOT U- m 0 Q N Y 0Ln i ~ j~ I"hose drawings are instrurr,ents of service and as such remain ~ the property of the engineer, i i ~ / / ~ No copies or reproductions of - ~ these drawinge are permitted / ~ ; / ~ ~ _ . / without consent of the engfneer. ~0 / ~ Upon completion of the work i~ - ~ . ~ ~ / i / h / ~ ~ all drawinga(except the contract ~ copies) are to be returned to i , ~ . ~ j ~ , the engfneer. / / ' , ~ ~ ~ ~ = 2003 Copyright i / i / ~ ~ ~ , ~ ~ ~ , ! i ~ I / / i ~ I ~ / i i ~ ~ i ~ ~ ~ ~ ~ / ~ • / i • ; ' ~ 1 I ~ / / ~ ~ ~ i ~ / ~ i / i ~ ~ / w~ / ~ ~ I i ~ ' ~ / / / / ~w~~ ~ ' ~ ~ ~ / j ~ ~ / i i / / i ~ j i 0~i ~ ~ ~ ~ ~ 0, ~ / ~ ~ i ~ ~ / ~ V ~ ~ ~ ~ i ~ i / ~ ~ ~ i i / ~ ~ / i~ / ~ ~ / / ~ i ~ ' ~ ~ uane tewart ~ ~ ~ / / i / , ~ / / ~ 5 " ~ 494.A0 ~ ~ ~ / & ASSOCIATES, INC. ~ ~ / ~ / ~ i N 86 24 i / ~ i / , " ; ~ / ~ ~ / / / / / i i ~ / ~ / CONSULTING ENGINEERS ~ 1 ~ ~ . 6 ~ ~ g~~ % ; ~ / ~ \ / % / ~ ~ / ~ ~ ~ ~ / i ~ i ~ ~ / ~ / ~ / ~ ~ ~ / / ~ ~ ! ~ ~ Civil Sanitory • Environmental ~ ~ / ~ i / Plannin Desi n • Surve ~ I ~ i % ~ / / 9 9 Y ~ ~ ~ ~ ~ I ~ / / ~ / i / ~ i ~ , 1 1 i ~ / / ~ i 0 / ~ ~ ~ 3715 Universi Dnve ~ / ~ y I I ~ . / ~ e ~ ~ ~ - ~ ~ ~ Durham, N,C. 27707 " , i ~ / i i ~ 1 ~ / ~ 919 490-2999 ~ ) / ~ j fez (919) 490-6165 ~I / i ~ ~ ~ e-mail: info0dksa-tsi,cam 1 i / / / ~ ~ ~ www.dksa-tsi.com ~ ~ i ~ ~ 1 ~ 5d STREAM BUFFER ~ ' / i ~ p ` ~ ~ 1 ~ I i i I " 9i i i i ~ I~ ~ ~ ~ ~ ~ / ~ ~ I ~ ~ , 0°`" / / ~ i ~ SEAL . ~ / ! / i ; ~ i I ~ ~ A ~ ~ ~ ~ ~ ~gti ~ ~~~~nnurr~ % ~ ~ / ~ ~~~1 1~~~ ~ ~ ~ CARP / ~ / ~ o; tiSSlp•'G ~ , f ~ ~ / ~ ~ ~ ~ ~ r'~- ; / / i ~ . Q ~ ~ 1 ~ I i / ~ I~ / ~ ~ ~ 2 43 / / / ~ ~ ~ ~ ~ ~ ~ i J 1 ~ ~ ~ I' ~ i / 1 I ~ ~6 ~ ~ N F. S C~` ~ ~ h '''n n ~ n n~''~ II i i j ~ / / ~ ~ ~ ~ ~ ~ ~J ~0~~ ~ ~ ~ ~ / / ~ ~ ~ ~ ~ / I ~ ~ ~ / i / ~ 1 I ~ 1 ~ l' / i i / / / ~ r I ~ / i ~ hg / ! ~ ~ REVISIONS l ~ / , ~ 50 ~TREAM BU ER ~ ~ ~ ~ i i i ~ I / i I i i i ~ ~ m ~ i l / ~ / i ~ STREAM DISTURBANCE=69.5 LF i ~ ~ ~ ~ BUFFER DISTURBANCE=6,180 S.F. I VELOCITY DIS~IPATOR / 6 i / ZONE DISTURBANCE=3133 S.F, ~ y ~ NCDOT CL 1 ~ RIPRAP ; ~ ~ i ~ ; ~ % ZONE%2 DISTURBANCE=3,047 S.F. ~ I ~ ~ ~ ~ 45'i L X ~'2' W X;22 THK i i~ ~ I x~ ~ ~ 1 TOP OF NK ~ ~ ~ ~ i N I~ i ~ / ~ ~ ~ ~ ~ GLE FAMILY HOME / ~ ~ ~ .ZONE 2 ~ ~ PROPOSED SINGLE FAMILY HOb ~ ~ (APP#OXIMATE LOCATIQi iXIMATE LOCATIQi`;I) % ; i I 1 I , I ZO 1 ~ % ' I ~ ~ ZONE 2 / 0~' 0 3 ~ ~ R ~ I l ~ ~ E ~ ~ ~ ~ i / / ~ i i ~ i j ~ ~ ~ I, ~ ~ ~ ROPOSED,14 GRAVEL DR E ~ ~ 0 ~ N ~ ~ i ; l i I , ~ ~ ~ ~ i / / i / ~ ~ O ~ I ~ i i 1 ~ / ~ % ~ ~ ~ ~ ~ HEADWALL , ~ I VJ % ~ ~ ~CDOT STD. 8~i8.28 / r` I / i a ~ ~ ~ AI ~ % ~ ~ ~ (SEE DET L) 1 ~ ~ ~ ~ i ~ ~ , i ~ i ~ , ~ ~ / / i ~ ~ ~ ~ ~ j 3 X 20 LF 6b" CMP ®0.56 ~ j ~ 1 NOTE: CULVEt~TS TO BE BU ED / ~ ~ 0 ~ ~ / / i ~ ~ ~ I i , ~ r ~ ~ I ~ ~ / ~ 1 BELOW STREAM BED INVERT ~ / ~ ~ ~ / r I i :r, , l i i ~ ~ i r ; I / ~ kr~, a ~ l ~ ~ ~ ~ i ~ ~ / ~ o rf ~ ~ I " b 1Ny.0UT=58.5 ' ~ I / ~ ~'~y d f ~ ARMOR DOWNSTREAM! ~ ~ ~ / ! ~ ~ "k,~ BANK (ILL) WITH ~ ,r, ~ l / -p, ~ r " ri NCDOT L 1" RIPRA ~ ~ ~ L s~ r~~r ~ t L I ~ o~ S n r f` 9 % / ~ ~ ~ / , ~ ~ / ~ / ~ ~ ~ I ~ ~ ~ i i ~ ~ I I ~ I ~ r / 9 ~ 5 / ~ L % ~ L A ~ I i, ~ ~ ~ LD-~_ I - - - - - - ~ ' ~ ~ I DUE WEST 450 75' ~ ~ ~ ~ ~ ~ i NOTE: i ~ I ~ I ~ I; ~ I ~ 1 ~ I, TOPOGRAPHY S INTERPOLATED FROM 10~ U S TOPO. STREAM ~ ~ / I V. IN=581.6 I ~ DIMENSIONS RE AS DETERMINED ~ I~ i KEY ~ i KEY FROM FIELD MEASUREMENT. ' / i ' ~ I ~ ~ ~ ~ ZONE 1 DISTURBAN JE 1 DISTURBANCE ~ / ~ ~ 1 i ~ i / ~ % i I i ~ ~ ' i ~ ~ 1 ZONE 2 DISTURBAN ~ ~ ~ i JE 2 DISTURBANCE ~ ~ / i ~ ~ i ~ j ~ ~ A ~ ~ , 'i i ~ S ~ ~ ~ 1 ~i 1 i c / ~ I ~ ~ ' ~ ro / / ~ ~ ~ a i / f ~ i j ~ 1 on ~ % % ~ ~ ~ 1 l 1 ~ ~ ~ ~ ~ ~ / ~ ~ i ! I' V ~ ~ 1 / ~ ~ ~ ; 30 DRIVE AY EASEM NT ~ ~ / ~ ~ ~ r i ~ / , ~ / ~ i ~ I \ ~ / ~ ~ HEADWALL ~ i ~ ! ~ ~ ~ ~ I NCDOT STD! 838,28 \ ~ DATE; 09/30L03 / / ~ ~ / ~ / , ~ ~ ~ (SEE DETAI ) o L / / ~ ~ i U i~~ ' ~ i i SCALE. 1 =30 y ~ ~ ~ ~ ~ ~ i ~ i / ~ ~ ~ ~ ~ ~ ~ JOB N0. 1164-01.10 v / / / L ~ / ~ J / ~ ~ / / I \ ~ ~ ~ % i ~ / . DRAWN BY. EML V ~ ~ ~ ~ G~~RAPHIC SCALE 30 0\ 15 30 60 \ CHECKED BY:JES \ - 1 inc - 30 ft. tu / i \ SHEET a V PRELIMINARY DRAWI~qP - NOT RELEASED FOR CONSTRUCTION m / n / / Q z / / Y / o / / i OF 2 V Z i 0 0 ~Z U ~ N ~ ~w ~ QO w~ ~w ~ U ~J W ~ ~~jj U ~ L ~ a U I I i~ CULVERT D PROJECT NO. 116 • ROXBORO, NORTH C ~P ~ SITE a ~ OCTOBER 3, 20 = s~ G~. TSB d Rd) VICINITY MAP ,~a CARC~ ~ o.,,~y 0~.~'' ES3 f'' ~ . ~p ti 9 9 A 284 WALLACE & CRYSTAL HUT ,N~ ~ NEE : ~ J 1084 OXFORD RD. ti , E • S C ~C DRAWING LIST ROXBORO, NORTH CAROLIN PHONE: (336) 599-51 SITE PLAN 1 M. DETAILS 2 a 0 V E v ~ DUANE K. STEWART & ASSOCIATES, IN 10 INC. is CONSULTING ENGINEERS OCT NORTH CAROLINA 27707 3715 UNIVERSITY DRIVE DURHAM, NO PHONE: (919) 490-2999 FAX: (919),490-6165 165 EMAIL INFO@DKSA-TSLCOM PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION i ~ " ~ ~ ~ ~ ~ N,, ~ ~ ~ ~ . , ~ ~ _ .q.: , i~~ ~ r ~ t, t t -Kam.-...~ +~..~,~~:^>llw~~a~,. /`v' r ~ a k s , 6 E ~ ~ r ~ ~ ~ r, - ~ ~ MF~ar~r , a~ ~ ~ ~ ~ r ~ ~ r t } ~ q ..w~.. - ~ ~ Y ~ F. ~d a'~w s S f. ~ y, ` ~ y ~ '1 u ~ s,, ~ll ~ 4 .M,~.'~ ~ ~ f N CHI H ~ ~ ~ 9 F y Y w Qa $ ~ , - ' .4 ~ y~ ~ a ~ ~ ~ s + e ~ ~P ~ . ~ ~ _ eY . ~ € + 4 v ~rt~ ~ ~ 0341N6 1 k r ~ d 1 " ~ , i '"w e • t. ~ . :+yti ~ °a ~ R ~ , x d~ ~ s,. . ~ ~ ~ r , : ~ R' ~ ~ ~ ~ ~ . _ . ~ ~ ~ . ~e'~rr t E~ 4y` ~ i i r f + w+..., } J,~ ~ ~ , ~ ~~k f il { ! 3 ~ ~ 6 k ~ ! ;s ' oYA . . , ~ ~ - t x , i w ~ 1 • ~r ~ . 4 "P PATH BATH • C ' f # ~ Be ~ :s:«a~..+rMr.~a.wr,y,..,, tillcP .-,F~..,.;o::$rna. ..-..yM. , ~ r f r ~ ~ ~ r r ~y A T ~t f t I if ~ ~ 6 F r } ' ~ . ~ at 5 ~ A°~ x R y ~t ~ r W { # ~ a y ~ e " d s` ~ P ~ ~ ~ y ~ $ * F sf l ' i ' ~ ~ q ~ a ~ r~ t f{ ~ : ~ ~~p. .F,. kq xM RY-. 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