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h N ' , I ~ ~ 2~,~ y7 fa,~ ~~c~ ~ ~ I ~ ~ ~ ~ ~ MAPBEAR I NG x s'' . ,M.y~.k,. r • ~,,o a, a - ~~'R +LL~ 1S STREETS 9 e 9 e a e a 4 9 165 F T
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•,~j ``ti, "'~{o-,'k . ~ Sid `,'r =f. ~ s.,~' .,.w^W a ,ei l1 Y93~ ~ • ~ • 1 9 9 .4665
3'HUCKLEBERRY ~ ' s ~ ' N 10.3 1125~~~iN ~b 3 Q ~ MET LANDS LINEn N 4 ~ x. 3 t• 5 ~ /TOP OF BANK.OF
~ "CANAL ~ 3 p ~ . e. , , ' "COYYON •auk ' • • • • 1 n .tea.,.,;, e ~ 068340
74 ~ ~ ~M 1~1~ ; b;'8i v ~ ARE . '+ti, * e e a o e a s s a a a a a e a e e RA-20
~ 50 0,1464AC ~ •,.•h, 7~. M w ~ ~ y M 1. / « "w > I
0.2395 AC ~ v } ,,Y : ~ ~ ` ~ 0 1552 A P ~ ~ ,s - i4 i _ n7 ~.f ' JF" / a. "w, r4 v.,x i
~ 49 - ~ ~ EX I ST ` K f ' : r. ;rl 1 a .,°4 "x.15 c~P ~ w ~ < o ~ ~ ~ u~ ~ 0 193 C 1~' ,y , , , 4 0 ~ m ~
VICINITY MAP `A~ 1"' 2000' ~ ` s , 48 J I v„»au" 4 '~,ti St;:. / ~ t. O ~i c sr.~''a!` w. 0 f N / / • 1 ~ ~w 1 'n 1~~y N ` /
8 x~"~ 9~~~ / ~e, y,,, I • w® ~ , ~ / •Mgii~~3:'fG, ?r.'"SG?~'.' a '~a*14, ~ ,y I ~ I ,k 1, E 1 / f`~y.. .~yJ?i„~. ° Aa ~ 4 //f w fi. . ~ ~ ~ ~ • ~ ~ ~ r~' -...95.50 ~ ••k ~~,.~E ~ T ~ ~ I Myrr a Ri ~i, ~N~:.. '~0~ """1.» ~ ~ ~ ~ ,M..~ r. ~ 11
o.za~~ ~c a ~ ~ 11 AC 1 $ x ;,i a y a, an • ` , t : t ;S;~P S ~ r I b. ~ ~ ~ 111. '"+..4. ~t. I'1~;. 0. (n 0 ! fl 5 I ~ ~ ''ee N4641 00W ~ ~ y r r ,,,,y Vii'' ' ~ ~ ~ ~ ~ ~`Y, ~ .111 ' / 552205E ~ I d / nl...
0.2023 AC w I ` , ~ f ~ a ° ~ 44.40 / ~ . ~ 59 3a ~ ~ ~ / ~ 44 40 ~ ~ { ~ ~
~r 47 ~ 0.3132 AC. ~ ~ ) ~ " ~~,b~ ti'h~;~ . `~MET.LANDS LINE ~ .J rr~_~ r,~~°' "~wy~~, / ~ 'i ..u•.. Af. ~ q fy~. :ir '4. . - / ~ ~t r1 ~4. 1 N N , I ~ w ~ 1 CANAL r P , , ~ ~ ~ I , ~ CLASS B RIP N N S d 6R n :r4 d~~+4~ .a. ' r. • ~ ~
` ~ ~ ~ 0.2172 AC H ~ / s ~~2 0_. ~f ~ LE GTH 1 ° d a, ~ 6 FT B RIP RAP a ~ / ~ ,r : .f „ 1 „ M I
u+ ~ , ~ ti c,. , a.~ k , WIDTH QPIPE - ~ ~ 0.1542 AC : , , LL,, 5 ~ w ~ ; w~ I MI IDTH ~ - ~ I _ ~ ti ~ ' / t + ~ . ~ END I "b, f'' ~ ~ f Iwo. L + I ,4f. t \ 1 ~ f. y I PE 7 5 FTa .M,~ r ~ . ~ END 89FT. ~ - ar 1 t S ~ 4 y ~ ,
r f 0.2042 AC ~ . Q , : .,:l, . 0 P .f , ~ ~ _ i N .o } o ~ , ~ , FES2 STONE DEPTH s 84 LF 15 RCP ~..4 r ` ti,: ~ . x a . : I i a ~ ,r. ' ,C ~ ~ ~ ~ h Il. ~ INY 63. - ~ , i ,rt / ~ TONS - 12.25 0.50x+ • 1 745 AC EXIST ~ . I ~ '•-~ti x ~ ~ DEPTH - 14 IIV~~ ,x 9 / ~ =12.25 ~ ~ ~ A
j i I i i I 15 DRAINAGE 4.~ f, r j AGE ~ , ~ 15 DRAIN rt DI9 NTH `°~h. ~ ..x r / , . ~ ' : I a. EASEI~E 'L I ~ t~ ; , i NT ~ /t / r ~
45~~>I . NOTES: ii o.~~tt ~c i N ~ 58 TOP ~ I ~ M INV 65.86 , , • , ti I ~ ° ti . ~ .h, .s° ti d ry .o ! 1 ~ l ~ i~ a W ~ r f ? /
i I 0.2361 AC ~ r a ° , ~ - r ~ ! .a E INV 65.81 DIB~. / CO ,°~b I a 0. ~4 / ~ 1 ~ ~ Q - U ~ ,r . ~ , , ~r..,t 0 472 AC N N \ TOP 'ti, I i ~ s.k~ ,h1 1? COYl10 ~ . ~ 5 i ~ 21 LF 2~1 RCP ~ 56 LF 18 RCP 'h i ~t r' ' ~ ° ~ r ,~l / 1 w t y P' 1' i ! / l/ F 2~1 RCP ~ f a
~ ''"~~..«„a \ M INV 65.64 ~ , ~M I _ /~,.,Y .OJ , ~ ~ e o.3ox : \ o., o~- ~ AREA ,.~F ,r k I I> o.3x E I NV 65.59 ~ . / h, ~ Y:. , _ ~ F,i e' J ~ l ` ~ j / l ~ a / /
11 CONSTRUCTION PLANS SHALL BE APPROVED BY CREENVILLf UTILITIES ~o~ ~ ~ CQwMISS1~V (G. U. C.1 AND THE CITY A~ GR£fNVILLE PRIG TO THE , ~ ~ 44 ~ \ INV h~ - ~ y'' 2 SCH 40 PVCI as. ~A;~~~~~ ~ I~ `4 ~ / EX INV w ~ ,4~ ,Aa / X 1 59 ` ~ CLASS B RIP RAP MATER MAIN I ~ '.~a° • ' i i R 66.72 - / y, ~ a ~ y 70 ~ ~ ~ , / bd f ~ 4 E+J 4. ~ / /
COIVSTRUCTIAN OF ANY SANITARY SEMER AR STEM DRAINAGE. ~ o. ~ gee ac ~ N ~ \ r 'LENGTH - 20 FT ~w r , ~ P ul 0.1883 A x - CO 6 SCH 40 '`4 y ;Y- 4 ~ ~ / SEX ST~ . ' ' WIDTH a PIPE - 30 FT ~ 3 ti ~ ~ ~ It; f~:: • :,WIDTH a EN0 = 30 FT ~ . ~.SEMER SERVICE • '1. I W f ~ V.. 'Qh A /
21 ALL REQUIRED IAPROVfAENTS SHALL CANF~M TO THE C17Y ~ ~ Yt~ 92 8 RCP 15 C1P . A ~ ra r.'' 1 \ e 0. ~ ~ ° f ~ STONE DEPTH - 20 IN Cn f? ~ ~ ~ 0 , w~' \ TONS - 80 ~ tl~ 0 -''+T[ " `~i M ~ ~ }}r ~ti ~`t ~q gy~pp, x' ; k Y i~a l~ ~1,. Y I ~ I / l / t 1 ,r ~ P ' / i' .
GR£ENVILLE MANUAL STANDARD DESIGNS ANO DETAILS AND THE 3o'DRAINAGE ~ I~ ~ MANUAL F~ THE DESIGN AND C~NSTRUCTI~V Oi' MATER ANO EASEAENT ~ 4s ~ 1 41:x', 0 '4 1 ~ :L:r a. 1 111 ' f r - r ~ ~ '•.ir• ~ / 1~ 1.1 4 R''h . , ` ' 0.2065 AC 1 r,_ ~t~~ ~ ~ C l
IYASTEMATER SYSTEM EXTENSIQNS F~7 G. U. C. I ~ o.2ea ~c ~ ~ 31 ALL LOTS SHALL EQUAL OVt EXCEED THE ~lIN1MlAl DEVEL~~NT ~ M 42 a~ ~ ° ~ ~ 5~ ~ 1~~ ` EX I ~ i ~ ~ DEAD ENO N 4 . "ti ~ max„ 1 ~ w . m. ~I ~ «r. ~ CLASS B RIP RAP°~; s. ~ 1 Y • .~9'"'C ~ ti / BARRICADE AT ~ .r } ~ J _ :^t , .,3p , REYOV EXIST ~ 7 J' ..w ~ 4 / / ~o ENO ~ °~4,~.~ k ......w , , g ~ i ~ . ;1, ~ ~ ~ ~ / / iRICADE AT ;F ~ ~ , ~ it
~ T FT : , a 0.1965 AC END OF ROAD n ; vim. Y I MIDTH a PIPE 15 FT~,.`''~°•, 'EX• ST ~ ~ ~ ~ ~h. ,Y, 88 J~ _ 8 , OF ROAD ~ ~ o
STANDARDS ~ TH£ CITY A~ GREENVILLE Z~VING ORDINANCE. ~ 0.2691 AC ~ MIDTH aEND -15 FT . -~k ~ w. 15 C1P ~ . 0 2694 AC ~ / STONE DEPTH 14 IN ~ ~ V ~ h ~ '0.1899 AG{ 0 1835 AC d r' 7 ~ ` ~ f
4! SANITARY SEVER. MATER AND ELECTRICAL SERVICE PROVIDED BY J ~ rd Qtw • a Y ~ ~ R 0.1890 AC , „A PP F h, , 84 .fi , ST 1 0.2031 AC , yr I , l:la 1 1 ' 1 f J 11 1 1' ~ / / >1 /
GREENVILLE UTILITIES COAIUISSION. } o `~N., ~s... ••.t r 15 ~t 1 ~ 1C1 ~ y I ~ ! 0 r• 0.1882 AC , I 0 ~ A , / r 3 83 h , ~ I /t' , K •ti', ~ 1,' yi'~ Yy 11 ~ ~M A wl~ Y 1 8 ~ 1 ~ / / ~ f / P ~ t ~ l l
5/ EROSIAV CQNTROL PLAN APPROVAL Rf0U1RE0 PRIG TO CANSTRUCTI~V. U ~ ~ 1__~~~$ _ l , 2-65 LF - ~ 1 ,t. 0 1873 A z ~ ~ . ~ ~ ~ ;/I ~ t ~ r / / EXISTING POMER LINE ~ R i / r ( :M~ / /
6! ALL UTILITIES SHALL BE UNDERGRAUNO. _ FEs 'INV 6 71 BOUNDARY AND T~OGRAPHIC SURVEY BY PARKER AND ASSOCIATES o~'~.,.',' ° . Y e 0.30x: ~ 'yh ~ f ; ~ 3 A I 0 06 FES 6 I ° , / w. , , , ;„p~ . , • ~ ~ ~ 15 C ~ EXIST, 'r 61 0.1864 AC . ' ~ ~ , .t ~~`~:s ` ''tip 'r , - I v INV 63.7 ~ r~ , ~w, ' ~ I ~ ,BLOC XI +r, .i$ y ~t ~ ~ 15 DRAINAGE T - ~ TO BE REI~pVED PRIOR TO 1 ~ d ~ / EXIS ~ ,r, ~ ~ ~ ,BLOCK DEYEL~ING AN LOTS/ ~
1. N ~ ~ ~ .k- ~ • , ~ I ~ BARN ' _ X15 0.1855 AC r v ~ CLASS B RIP RAP N ~ ~ ~F Y ~ BARN ROADS WHICH ARE LOCATED f , ) UNDO THE EXISTING • td r s : a / . t i f, /
LAND SURVEYING. _ i~,``~~~` ` ~ _ ~'..60 CAP 0.2628 AC r r°:. . . ~ k ~ ...LENGTH - 20 FT ~ ~ ~ Q 0.30 A 1t ~ ~ ~ ~ f _ y.. • x.,15 MIDTH a PIPE = 15 FTC. ~ ~ ~ r r•~ : ~ t~ r ~ TOP 69.00 . 1~O~ER LINE ~ : ~ / / 1 ; i ~ Rio. ~ J / fi ` A a~i f 11 69.00 r 1 ; { = , i P w /
8/ PRApERTY WAS PREVIOUS[Y ANNEXED INTO THE CITY ~ GREENVILLE S X9'33''. •,r ~"INV 6 -.'MIDTH a END = 15 FT' ~ . I I a ~ I I ~ °1 ~ I i S INV 66.36, ~ ~ ~ STONE DEPTH = 14 IN I ~ , . 0.1793 AC ~„w. 1 11 LF ..L . ~ , ~ ~ ~ ~ . } M, INV 66.31 _ ~ i ~ ~ 0.1420 AC. ; J a ~ / V 66.36,, r1 ~ : , {,,a ~ I ~ V 66.31 ~ ~ !f /
C/TY LINITS. CLASS "B' RIP RAP~~ N' LENGTH = 13 fT~1 8. j8~ - 91 SENL~R ~fA1N AND OUTFALL ACREAGE FEES ARE DUE TO GREENVILLE M DTH ! EIiD = T6ZFFT .~S 18•~5~ TONS - 26 ~ ~ 11 w le m a ~ EXIST ~ 40 Y ~ ~ I 5 RCP YI ~ iR 1+N.>N a'..a ~ta~ r ~ < / / / ~ x 1 i ~ / / r, , a / / / f • a~ q It /
2 1 ~ ~ r I ~ ! 120 LF ~ 8 N ~1 /Ir*' I I ~ 0.21, AC N 1 EIP ~ W - ~ ,S ~ ~ ~ f 3 ~ , I m 24 RCP ~ I f 7 / / r yv wIT R "ll / / ° 7 /
UT/L/TIES COAIIlISS1~N. sraNe oePTx = iN TONS = 8 ~p55 "B' RIP RAP~Y 1 n 0.1972 AC I 90 w k ~ 1 i T ~ ~ s r' N r , , ~ DI6 y .I EXISTING BL 8 N, ,r... 8 - ~ ~ m I,+N.>t 0~1~'389 AC ~ ~ I ~ , :r....1 TOP 68 50: ~K: 1 ! (TO BE XISTING BLOCK BUILDING ~ n.~:,~, ~ :t / / (TO BE REI~pVE01 ..~;,xry., ,i
f0! PROJECT !S NOT LOCATED WITHIN THE 100 YEAR FL000 PLAIN (FIRM ~E~cn+ ~ 20 FT PANEL NUAN9ER 370372 0240 C DATED SEPTEihBER 14. 19901. MIDTH ! PIPE ~ 30 FT MIDTH ~ EIS = 30 FT ~ ,I d , ~~.i r , y . t , ~.0. 9 AC I - ° O' ?n 1 1.,., ~ ~ s; , •-EXIST M ~ ' ~ ~ c ~ M INY 4.20. ~ I I , i ~ , O I ~ ~ 1«n.N a .,n C~J . 5 r ~ N~t.. I EXIST.,... w . 36 CMP ~,,,1 I I E ,I 4.15 r FT ~ ,I, .I ' ~1~ 1 N , T ' / i1 /
! ! I ~ ~ ~ 10 PVC -wk. I FT , 1 .,r 0 1789 AC 7 , , ~ . k.. ~ , 39 .1 I , ' .i, / • ~ / t t
• 111 PROJECT IS LOCATED APPROX/MATEL Y 3 MILES FROM THE PUBLIC PARK STRIE DEPTH = zo in S ~ IN ° ~ M ~ ~ ,~.h••~ ~`,l ~ ~ + • i ~ i T ~ •1 ~w 1 ' iy ,a; r a:: ~ al 1 1 1 1 31w ~ S 8 5 , ~ ! 0.2035 AC I ~ ...r ~1~89 AC M,w ! , I I hd I~., r I ~ , ~ ::0.1389 AC f 1PELLS / / ,~i , i ~
LOCATED WITHIN N'ESTNAVEN SUBDIVISION. 7aNS = eo 12! NO SEMER SERVICE SHALL BE PROVIDED F~ LOTS WITHIN THIS PROJECT BRISTOLMOOR LLC ,r ~ ~ I J 36.83 O I 0.1389 AC I ~ ti ~ b' R, ~ 0.1858 c. f .r~~ 1 ' I r r ,r DB 435, PG 318 ~~J , T ~ i i ~ ~
~N~ ~ i 1 , 38 J , 24 I r M ~ 1 I , r r ~ ~ ~ z 'l I I I1°• Iw,' i T 1j,/~_~
UNTIL ALL THE NECESSARY SEMER fACILITIES TO S£RVE THIS PR~ERTY DB 1435, P 573 HAVf BEEN INSTALLED. PLACED !N SfRVIC£. AND ACCEPTED F~ MAINTENANCE BY GREENVILLE UTILITIES CO~Al1SSlOAI. RA-20 ~ 0.206 A~ ~l _ 0.1440 AC ~e t I ` ~ ~t ,,ti ;v •F.., ! i. I ~ 0.1389 AC ~ I ,r~,~, - ~ cn 84 l cy l , I• I ~ « ? ~ ~ 1 RA NAG I ~ , ~ 5 0 I E ~ I ~ 0.1389 AC ~ / V
~ 3 ~f,,^ I 1 EASEMENT ~ 0.1389 AC 1.... ~ ~ ~ I n I I ~ T 68 0 ~ ~ ~ I ~ ~M a, h, I ~ i 0.1490 ;A r, I >i . ~d I H- . S _ .
131 ALL D/TCHES MHICH REQUIRE LESS THAN ~ EQUAL TO 48" RCP SHALL BE PIPED. ~ h;. 37 . ~ I 23 1 w INV .19 i I . ~ ^ 75 ` • 1 E IN T4 ~d I ~ _ , i.,. ~ hti 1 , I 1 I .,d~° I - ~ 0 DRAINA( o.2oz9 .AC O+ s_. se.5 I ? 0.1450 Ac ~ ~ 1 93 1 •10'ORAINAGEs COp % ~T ~ I
T • ' N I ~ r l ~ i, I ? r .1389 AC I 1.• :I`..,: EASEhEN . NY 62 0 83 I 'y d I ~ '"'3 ~ z 0.1389 AC I , cv ^ ~ 28 NV 6 I 11... w ti ' ~ ~ r v EASEAENT ~ / j ~ ^r,"r, /
141 THIS PR~ERTY MAY BE AFFECTED BY THE 'THOROUGHfARE PLAN" i" ADOPTED PURSUANT TO G. S. f.~6-66.? AND A "ROADWAY CORR10~7 ao ..0.138 .~~?C ~ , I s ~ ~ ~,r~ o i ~ ~ CLEANOUT dl FILL ~ r_~i i ~a , ~ I`~, 36 , i EXISTING DITCH ~ ~ ~ MI 49
AFfIC1AL MAP" ADOPTED PURSUANT TO G. S. f36-44.50. REfERENCE TO ! ~ 76 I ~ WITH SELECT FILL , ~4 2d lF ~ I ,I r~ ~ 0.208 ' AC ! i ~ ~ I I ~o 1 .1415 AZT 4 ~ I 0 ~ nh j / $~'T /
THESf DOCUMENTS FAT THE PURPOSE ~ ASCERTAINING THE CURRENT i " STATUS A~ THE "SOUTHNEST BYPASS' IS RECO~IIENDEO. ~ I ~ C~ I i,~"; -~a ~ ti 1 , 0 1389 AC 82 I 1 r+, i 29 ~ ~ a ~N ~ 0.1389 AC ~ I , ~ ~ `~0 4. I yy„ 0.1389 C ~ ~ y~ 0 ~ , ~ I V I ~ b,,... I I I. "a~ r s / ~y~ J~ I
I 570 AC f • ~ 15 DRA A rM , I`, 35 ~ _ i EASEMENT m a
151 A SURETY SHALL BE PROVIDED FOR ALL ROADWAY STUBOUTS N?IICH h''~ ARE NOT C~IPLETED UP TO THE EXTERI~7 PROPERTY L INE DUE TO h, '••k,,. ~ 6 ~ 77 1 , 2234 AC a 0.1425 C W I v+l I t v I ~I 95 0~ -r,, ~ 0.1381 AC ~ I , ,;a -~I I w
DRAINAGE FEATURES. STUBOIITS F~ SANITARY SfpL~R AGIIN EXTENSIdYV. i i ETC. ~ • a~ r ~ a~ .•.,1 i A '81 ~ ~z~~ s,,,,.: I 0,1389 AC> I t• i . I ~30 r , Ir.,, ~I
, I b y ,t <*a \ 0.1377 C`•' 4 4 SEWER ~ ~ 0.1542 AC ~ 1 + ~ ~ i SERVICE t~ ~ 1~ ti 20 t ~ I , 1 ~ ~ 104 h, . , 34 4 1 TOP 69.25 I I KENNETH BUCK ~ 1*ytJ ~4N Ip
161 E'EN SPACE fC0A11A7N AREASI SHALL BE MAINTAINED BY THE H IE ~h` ON9VER'S ASSOCIATION. i ~ f7J Nf'TLANOS JURISDICTI~U N'AS C~1°LETED AAA SIGNED BY THE U. S. ARi4Y ~ CA4PS ~ ENGINEERS OIU DECEABER 15. 1998. I \ ' m~~ ;s, F.._ ~ TYP. , h ~ 18 C INV 62 89 I Q I , r ~ 78 ~ r ,A 15 DRAINAGE; 0 1442 AC 9V r h ~ 0.3800 AC ~ a ~ I , ~ 0, x INV 62.89 ~ ~ 1 ` , q I EASEMENT , I ~ ~ i l ti ~ , 1 , A r<, b ,.gyp 537 AC ~ INV 62.84 n DB 363, PG 543 ; ~i T'~,T ~ ,woo'
5 OR I E ~ 0.1405 AC I ,ti WET LANDS LINE ~ ~ I ~ r. ~ / I I EASEMEN PP ~ ~ " , 0.24 1 AC ' K ~ I ~ . `TOP OF BANK OF ~ - °k 31 q a ~ /ate+~~ fig / to ~ ~~EX~ST ~~`M~~Ann
4 w. . 1~.,, .CANAL .J~2 1 - ~ • ~ 0 2529 AC 19 DRA I AGE 18 , ~ r ~ I , +
18l ALL STREAM CROSSINGS d RIPARIAN BUFFERS Ad/ST Bf APPROVED BY ON10. 19! GUC GAS/UTIL 1 TY EASEAENT IS f0' IN MIDTH AA~D CENTERED OVER GAS ~ ~ LINES AS INSTALLED. ~ i a.,, ~ a,'i ~ I ~ r~ ~ . .,,,w~ '•'-t . IMAGE 1 „ j M~~ ~ 1 ~ EAS NT ~,~1 97 I4., r~' . l ~4 .,~,,L, +r., ! ~ N 0.1456 AC ~ EAS • MENT ~ ~h:, i . m ~ ? ! , 1148 LF 24 RC ~ , , • . , ~ ~ ;~r,
I . 1 N ~ ~ ~ o 79 ~ o Rc F- s ~ / 2~ RCP
113 LF 18 RCP 46 LF 24 RCP 68.5 \ y~ 0. / I I I ~ ~ ~ ~ ~ 0.2471 AC ~ t 0.5x „ ! 0. w INY 61.7 u+\ . ~ \ '(j ~
w ~ ~ ~ I ~ ~ 'y \ ~ r 18 I 4.7 ~ ~ ~ . ' TOP 6 5 : I e 1 , 'hl l ~ 1 4 b ,e \ I / ~ 1 ~ r EXIST 24'RCP ~ , j. I ~ INV 67.18 'F~~~ ~ ` J ` ~ t%r~EX~ST ~
ao 4 F' w INV 60.89 ± ~ -r ~ , ,1 15 DRAINAGE 17 ! ~ DRAINAGE , I N 0 1910 AC r< . , ` 1 ~ N [NV 60.89 OP 66.50 ~ ~ ~ ~ 0.2312 AC ' 4 h'• I EASEMENT r r ~v. z. ~,I •EASEMENT , , r .,fir 16 ~ ~ ~ , ti. w; E INV 60.84 15 D AINAGE N INV 61.08 0.1390 AC ~ . I I r tFJy 00
~ EA MENT , S I V 61 03 ~ ~ ~~r I ~ „ r 15 , "'1. 1 . Y w~ „ ~ I ~ 0 1381 AC / / ~ . 99 12 r, ~ ~ . k \ I
w' r a w i I V i ~ . ~ • 13 14 i w , - 0.1413 AC I ~ / ~ ' - ~ / I h. , : k. ~ .r c„ i ~ 915 AC 4M ~ _ti ~ ,I 0.2246 A i~, t .f , ~ , ,t I N 89.53'44"E ~ " , ~ ~o`~'4i i / ~AN 48
~ ~ i I 10.1685 AC 0.1443 AC ~ ,o I ~ , 112 LF 30 RC ~ ~ S' ~ I e 20 DRAINAGE ~ ~ / , 0 31 x / , ; 8.10 ~ ~ _ ~ ~ ih 1 ,{~-~q
i \ ~ ~ ~ ? ii . ;T ~ ~ 0.2143 A ~ I f EASEMENT + ~ / ~ ~ 101 160 LF 30 ~ ~ 0.3325 AC ~ , J S a` _
~ ~ f~ ~ M ~ / a + " ~ RCP w/ FES ~ ~ W 4, << ~ ~ ~ / / / ~ ! .2525 AC ~ ~ / y~~~ ~ i r ~r~~ ROBERT D. ~ • ~ ~
~ ~.1 , 0 61.66• l ~ , M 1 1 ' 7 1 / I ''•ti1 `'w, ti`'a:. y 1 ~ I 1 1• 4 I +4•..f ~~.v'.. ~J ~.5~ 'M.. ~ `tiy ti~ ~ PARROTT, C.P.A.
~ ~ ' r` ~ s 2 2396 AC ~ ~ III. / .5 I' _ ~ ~h v ~ti=~ 0 ~ , i ~i~ . > DB W-41, PG 604
N 82'03'00' 9- 8 , ° 1 N ~ m ~I,~.~e I ~ ES ~ 1 PYC ~ .1612 AC o ~2 03 0o w , a.3o84 AC REMpYE INV 61.33 . 4 ~ ! , 11'~,, 0.16 an E IST - , t i
98,18 , I 5 ~ w J~.. ~ ~ ~ 1 MIP S , ' ~ ~ ~ I 2 C \ I . 0.1612 AC . _ ~ . i~ ~ ~ ~ 8 ~ ~ / i .161 Z AC 1 ~ ~ t°~ ° ? N 1 5 11.28'08"E-'" i~c, ~t~E ~ ~ , ~ ~i RA-20 • - 19.92 1~ ~ Ti i/ ~i~~~ , nn,
~ ~.i r ~ S112808E ~ ~ s _FES3~^, ~ N ~ 50 ~ ~ / 1 0.1627 AC CLEANOUT 81 FILL ~ 48 RCP t 9 S ~ ~ ••^4 ~ 'INV ~ Xt ~ . ° EX I ST I NG DITCH w/FES r tN~? ~ 24 9. r E '~:C. " . ~ it i
'•w r 0.4970 A / ~ WITH SELECT FILL ~ Q 0.3 IAN ..~r,~~J~°"" ~ ` =r i 'CLASS '8" RIP RAP ~ /T ~ ~ LENGTH = 13 FT , / ~~g~ M
4 j y h~~ 1~ , • I ~ / ~ E - / • 30 DRAINAGE EASEMENT • I , ; N h, t , iPN ~ 9 ~q , k, ~ 20 DRAINAGE ~ , ~ ~ 1 C TER D OVER P I PE ~ _ N .w 0.2409 AC . Z ti ~ 3 X~. ~ I EASEMENT ~ . » ,4 S 1 ` MIDT~11 ! E~ 99FTT ~ ~ / /j~~~ ~ ~ cA(R VZ l ~Cuu! r *jA U.A,~ IT%,
~ / 48 R P :K ~ CLASS B RIP RAP r ~ ~ a s y 1 . a, .,>r. 1 ~ ME IST LENGTH - 1T FT `'tip r.. ~l W 2 ~ ~ r Q - FT ; Tom ~2 5 - 11 IN ~ ~ ~ ~ % LEGEND !mil'
~ EXIST - 156 LF 36 RC 12 CMP S `'''3 " N ~w'/-~ CLASS B RIP RAP I ^ WIDTH Q EIS =11 FT I ; I : 0.18X ~ , ,-a a,,~ 6 PVC ~ ; : c , ~ a LENGTH - 1TFT ~ ! STONE DEPTH -14 IN I , ~ / / ' / ~j //T / ~ ~
b , ~ , WIDTH ePIPE - 12 FT~~- ,f.M TONS 19 ;m~~ ' I •t ~ Mme'.+' / ~ ¢ ~T WIDTH QEND = 12 FT ~ ~--------~.~~~J.-- ~ ~ ~ FE =FINISH ELEVATION ~ / / T~ ~ . EP =EDGE QF' PAVEAENT
~ r ~ INV 60. j , I ~ it ~ ~ h:/ EXISTING POWER LINE h ~ N , , •,,I : / STONE DEPTH - 14 I N • ~ ¦ ~ . N,• TO BE REMgVED PRIM TO _ E 9 T 19 ~ , r~ _ ,8 ONS - s ~ /i /1 /i j AH = AlANHALE
~ 1 ~ m r , 3 DEYEL~ I NG ANY LOTS/ , , . ~ • • 3 ROADS WHICH ARE LOCATED - ~ ~ ~ CB =CATCH BASIN J i ~i i T ~ ; ~'J fES =FLARED END SECTI~V REVISIONS BY NO. DATE DESCRIPTION
~ r=€ i PROPOSED . , / cV15~ UNDER THE EXISTING , w ~ / RI? ~ POWER LINE ,y 4 a u ~r;, VE ss:;~'• Vin, c ~ ~ F.„.a f „a , ,.,y / .a ~ DI = ORQp INLET i ~.~T~ ~ ~ , ~ RCP = R£INFQRCED CQNCRETE P/PE JEM 1 02/04/05 GUC COMMENTS
. ~ PAVEMENT 4 CLASS B RIP RAP ~ ~ , CHIP = CQ4RUGATEO dETAL PIPE WKM 2 04/16/05 ADD BENDS TO
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~ RA-20 ~ (100'FUTURE THOROUGHFARE R/W) WILLIAM K. MALPA3S, P.E. 16823 [phone] 1780
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f R • i 3 1' ~ ~ 3 3 i R ! i } { i ! ) t ~ ~ { J g { ~ ! , , ~ I E ' 3 € i t } i I ~ ~ s = r f t i s ik { f 3 { ! i P 'y { 3 s 4 f d ' ' i ~ : f I { 5 3 { d a 1 1 S 5 ~ ' s h E N + r i i )E I 1 1 ~ P ~ ~ I 9 ~ 9 y ! ' ~ ( ! t W€M 3 r d s > f i i { i f 7 ~ ~ ~ 5 { r ~ 9 i + 1 i } y w y ; k d + 1 3 ~ ' ' ~ i Y # ~ , a s r r t WILLIAM K. MALPASS, P.E. 16823
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3 s ( s ' z 57o55, k + E v INV 56 43 M k f f { i I 4 i • s 1 ~ ~ 1 1 i ~ ? 1 j ~ 4 LOCHMERE D R I V E PROF I LE
4 SERVICE INV MOO • 5623 j 1 ; ~ f f 1 j t i ; r 1 ! I MALPASS ASSOCIA l ~ t ; i ' ~ ? r ~ l 1 i { I i ' r I t S ~ 3 i t t t ~ i ~ I A T E S DATE 4/19/04
tt 1 1 f ~ f t 1 4 i j I i ? 2 ! f I i t 1 1 1 y 9 t ! 7 3 i f 1645 EAST ARLINGTON BLVD., SUF GREENVILLE, • • 27858 SUITE D scuE; H: 1 50' 158 v: 1 2'
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8/7/2007 11:57:36 AM

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1{ oi) MALPASS & ASSO( ')SOCIATES DATES 4/19/04
1645 EAST ARLINGTON BLVD. BLVD., SUITE D scnLE= 1 20'
31 W 1 I 1 i if ay GREENVILLE, N.C. 278 27858
WILLIAM K. MALPAS3, P.E. 16823 [phone] '80 SHEET 6 OF 11
PROJECT N0. P-169 DRAWING N09 P169CON.DGN M:\dgn 1 p101_p1991 p1691 p169con.dgn
R1717007 b5R.! 41 PM

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{ f I 'a.y fJ ~ J• ~'r r ~ RIPARIAN BUFFER RESTORATION r'r+ 6 '
/ f A~ r~ f` ~f r
~4. / / wf. Jr s %4• ~ JfJ/„y .M I r w ~y . • ~ 91 I ' iFt~' J`~r r`J~ , i~ o e i
I fs r ~r J.. , J' I ° n'~ ~ 'i°• R y I w:~.,4 /f ~ 1 J ,,r t. ut~ ZONE 1 AREA = 1,505 SF <0.03 g 3 i~ J,~,v i
S' I If a ~r c l ~ Y i~yi A'J~~ ,'1 • ~ ~1 d .f lt~fJ , Y / , a
;;p J ~ gyp,. ~ 1 ~3'~ b a.~ w, ,
I ' ~ ~ of ~ JJ '~bt. . r ..r' / J' li ~s'' ,f' i~ Q~~ 0.035 AC ~ 436 TREES/AC = 15 4 0' ~'rrn : x, _ •
f' / ~ j Jwi' •I r y~ ~ 0.035 AC ~ 1,200 SHRUBS/AC=42 SHRU ~ QTY COMMON NAME SCIENTIFIC NAME ~ • .;',tip ^ ~ql yi.~. ` ..,,,.i ~l
a4w , / 1, 7 ~ ~ ~
,`''w. I ~ ~'S , / / r ~ a~ f~J% 1/ / `~tw ff a,o- ; 3~ .e.rc~l ~,Y iW.... ry.i; y~ r; ~ q s ' _ i ' ,M' A~ i ~yt ~J~ ~'14r~ e ~ j ~i t?v ~ s .dz t ~ ,r
'r, I .f ~ l~. ~ J t I r 1:~ k 3 RIVER BIRCH BETULA NIGRA .H"" ~I~ ~~ryro~:r?• ~ r fief`. ,C~" ~F ry- y 1 T>
~,.qy r. ~ 1
I 11 8 LONG LEAF PINE PINUS PALUSTRIS JY.aP'4,u i.W ~ 4'.Yy11 ~ r ~~v~ 9J pi fat r,~. 5 t
/ J:. r.., ,l. w~ 4~Ar/ .Y~ ww JI' St,lyaN ..3 Y. ..rY.ff ti~ ~F J'T ,mow.
/ I ~ 5 LOBLOLLY BAY GORDONIA LASIANTHUS JJ ~i ~y..~~f .i ~Y, p ~L. s ~ J?2 ,y~~~~f'u t 'x.
r I ^~4 I '4, t~. a,.. I,, I .y ,p"8 t$/f d d }5 i .l t4 •:.,~4 4 M1
4 CAROLINA LAUREL CHERRY PRUNUS CAROLINIANA .F~~f: ,pA ~ .t~ s L~~
i / ~ I _ ~ •~7,t ?rt.,~:~~ S ,t.
I r° r' I r I 1, e S .1 y ~ )r t. •M,
r I ~ ~:T J I ~ J~ f , I ~ l ~ ~ MP 4 COCKSPUR HAWTHORN CRATEAGUS FLABELLATA TOTAL 24 ~i
11 ` ~ ~ .N"~
g ~ ~ t; o,..j 0.~ 3i.. r Jf ~,Y r; > TREA M BED f
~ n .a , s ` ~1 .1 > ~4 c t fr ~ Y+ " r .y nM
' ; ~ N..„~h tr fr Jf a y dt ~w,.,.Jd .,r 50' FROM ZONE 2 AREA = 794 SF C0.018 1
W ~M1 ~ ~f ,r. Get .s"~.
~d ..i,,\ ~'~i J 1 794 SF 199 PLANTS 24" O. OR EQUIVALENT COVERAGE WITH SEE • • qP. ~~,q. .w„.,e ,Y m ~7 .w,p„ n , 'J •
, ~ • ti e . I I ' ~~r ~y'"•n , .°y4 .a„i w..~ f' y.J
r ~i~ 4.~w I ~ ~ , , `s. COMMON NATIVE GRASSES ACCEPTABLE [N BUFFER r`~y , Via. .y
.r.+i'8•a I y fi t i w , a~,ti , lr I tk, !L~ 4 r bn~ - CM1 r n,~ y.
V ri ~ I , a ,f I u~ A A 4.. J Jwli,, Iw'h. I ,.,.....A , ~ ~ a Aw i BIG BLUESTEM ANDROPOGON GERARDI[ MAIDENCANE w M i« °;,.r ~ f
I ~ , , I ~ I ^<T i S i
I ~ ~ ~ ~ I , . ay ~ w, , r~ BROOMSEDGE ANDROPOGON V[RG[NICUS SWITCHGRASS i Z f t SFr ,r
I / • , I vt~.~M o, I I ~ "n., @, ' w,1 t I GIANT CANE ARUNDINARIA G[GANTEA LITTLE BLUESTEM 1f v jl I 1
~ F y.~ r t~' .y I f w; h.,;t .j 1R, i4G`~,.y ~t.~"•+M,1 ~ ~ ~ 1~. / 4 ~'"y. V ~ y.. ~yn L ~ Y. { h. I 4'~~. `5,, y
' Xw ~nn~ r~ y~ ' ~Ir ~'I , Ifs • 1~ I ~~1. ~ ~ PURPLE LOVE GRASS ERAGROSTIS SPECTABIL[S INDIAN GRASS ';y ,i
~ l ~ ~ f t ti l
w\~ a ~ • ~'~Y r I BEAKED PANICUM PANICUM ANCEPS PURPLE-TOP ~i i i r'h
• "r ~ , . ~~'4, 1 j '~.,I t ` s.
~ fr pt %r I ~ 't Y' ' f "a.,, 4~, ~ I , ~ 1•, DEERTONGUE PANICUM CLANDESTINUM LAMA GRASS ~ 1 4 4 ~ z s
r r~ ' r 1 ~ a `w t I i.w1
1' ! Ai~,r ~ y I ~t ' ! J
w n. I t 41 ~ ~ 4~ w 1t I „k e~~~~1 ~ 3 q tif,a ~ T.YMJr I ? I ~ ~,f P! f ,f I / I t i I NOTES: n 'A TION
''w~ { ' ~ ~ V / J a I r i ~ •w. 1 I,
f ~~y,.d w f J ~ n~ j1~ : yr, f ~ , J' r, w. I 1 1 , { 7 it THE RIPARIAN BUFFER RESTORATION WILL USE THE GUIDELINES FOR RIPARIAN BUFFER RESTORATION B ENHANCEMENT PROGRAM (OCTOBER 20041 AS A MINIMUM GUIDE. ALL PLANT MATERIAL SPEC IF IE~ IS FR IS ACCEPTABLE IF MADE FROM THE LIST CONTAINED THEREIN. TORA T ION.
r r t i~ i. ~ ,,1 41 4~ r r
' P f J I I I 4. Ir A~ ~1 rf f~~ to ~ I , „4 :t f y I I ~l 1. ~ r~..*
I I f i I ' i 1 J J. 7 w 2) ALL PLANT MATERIAL WILL BE FROM A LOCAL NURSERY OR FROM LOCALLY COLLECTED STOCK. COASTAL INC. IS A RECOMMENDED SUPPLIER f252-482-5707) BUT ANY SUPL IER IS ACCEPTABLE IF MATERIALS _ 3l RESTORATION AREA SHALL BE RIPPED OR PLOWED PRIOR TO PLANTING TO IMPROVE COMPACTED SOILS A ~~'r~4 i r ti ,y' r h ...,r
f 1' ~ I ~ I 9~ ~ I ,w I : ,w < .w..: , ' ~ „ 1
w ~ r~ ~ I 4~t. ,•~1. I :~,t. I I n t~ w I 1 ~ I ~~1
"y ~N r'r ~ i iJ 1 'w a I ' `n, ~4
~ ` j~ a r. I ~y., r • ,L 4 M,i..~ , . ..--""f ~ 41 RESTORED STREAM SIDE SLOPES WILL BE 3:1. STABILIZATION MATS WILL BE UTILIZED FOR ALL REGfl - 5l AN EXTENDED RELEASE FERTILIZER WILL BE UTILIZED TO ESTABLISH VEGETATION. NO ADDITIONAL AP i p 7 L F 50 Clu '"'o 'e,
.,,..,.M + ! ,r' 1 ~ ~4 ,.n. , , .r ~ J' ~ i r I r,! ~I . r ~ , • , ~ • ~ .R~ "1 1 ~ ~ ~ ~ J ~ll(c. ~ ~
f ~ • ~ y~ u • , • ; • , yr • , ,I . 4 ~ l ~ r 4 , w. ~t 1y ~"•df ! E S TREA m BED
T f n., r ~ ' ~ . , f ,r ! r 5r~ 1 ,
r , • ~ r , ` r I y ; r . s 'L a N; , , , r , :L, 4 61 TREES SHALL BE PLANTED AT RANDOM. APPROXIMATELY 8' O.C. V ....:.v
ti r h h m y 1 ,r ' ' r, x + r s /I ~ , r 51 1. 8 UFFER
~ .i, .y l h ~ ~ •1 1 ' / ~Y. y 'r. il•' + ~ j n ~ r .I. ,yy. . ` \ ~ J 1 rl 7 A "E ` I r t ' r . „ i ~ ..fir 1~ ~ i i r L f' n ~I , ry / t
r , ~ i i' ' M . : 3~ , OP OF BA-NK"
~ v ,:m i ~ , r ' ~r'h. ~ w . ~ . ,1 t ~ ~ ~ , t ~`t ..6 4It
A ~ ~ ~ ,~y,~/ h ,Y r ~n~ 4 x ,~.y ~ 1 h1 ~ ,f r~ , a ~ 4
,wr~,••" W:~ . Vii/ 1 ~}a. b.r,^^' r11' ' / ' . ~ i + . . >•r ~,a 'n.
i I, ~ Imo. ~ K , r , ~ ~ 'y ~ + ~ r e , { 511 r Ni.~ i ' , III Sv. ti
A of n''~ ~I 1~ it / \ k °'n f y ~ .r..ri r'~ ' A"~ ,~r~. ~ 5 i1"".. y4 V... ~ n .m^~~ 5i . I I I I
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v,,.i r,.. .x ~ 'ti. , • 4o-. 'yam a.,a~"' y,;a'd,'",n: ~ • a~ . ~ y ,.,y. RIPARIAN BUFFER RESTORATION ~ ` ` I ~ t~
,~~W .S"' ~A „.n^ .ih~M~ ,,~1,,~ ,nom,.' n' • • nw'Ax!"x ry. v0+ n'r L"h, ~ • A ^~L., t.,,x ~ n+~ ..L+, • ~ Lr. •t ~ ~ 2 ! Jul ~ 1 s ~ ~~4. \ \ t /
..r M n,..~..~s rr J~ e ~ i 1 'v .,.w .+.,a ~ 'M, " 1. 5~ , ~5~ t
. ..'"r~' ~,./fin\i' `vy~ hy` ; n~ . • A „r+ ..;~~r. 1 4 ZONE 1 AREA a 2,425 SF (0.05 1 0.056 AC ~ 436 TREES/AC 24 ~ ~ 4 •'v.. • °o.h. `,..5 ~ , I , v \ ~ y .y ~ ~ 'G .1
err wrr^ r,,.A~ ~ ~ h .r. nh `h, , • • • rn,n e.~ r T'~ ?r ~,.J .mod • ' 60 , ~ .t , ~ ~t 5''~~5 ~i45 L> 5
.,n by M1., ~ • • y. y^~~. • w \ h \ ~ ~ + ~ ~ ~ t ~ti 0s 18
~I `'"n. ~ gyn. . • y. • ~ ~ +
v.., 1 • • • ~ l,~ • 1 C. ,.,,t . ' r' f J~Y
• +51 M1` 1 O. 2628 ~ 0.056 AC~1,200 SHRUBS/AC-67 SHRUBS QTY COMMON NAME SCIENTIFIC NAME ,'w ~ v
i t.\ ,h ~ tidy, • • ~ tit ~ ~ e
• • ~ ~ 1, I • :L ''4 e;,1 5 SYCAMORE PLANTANUS OCCIDENTALIS ~ ,t w. 1890 AC
~ • 1~ 4 \i ''.y y\n. r~ ~Y~.,
~r'L L i1 i+` • ~ • I 8 LONG LEAF PINE PINUS PALUSTRIS
1~f f ' ~ 4 'A ~t'r. .'j,NS>
xrai tinti y'~1~ N.c ~ i ~ ~ ' 10 EASTERN RED CEDAR JUNIPERUS V[RGINIANA e
1.r- . Mi y l i• n' r ~ 'n, r4. ~ t` sin ~ 7 SWAMP WILLOW SALIX CAROL[NIANA
n,y .
A 7 RED BAY PERSEA BORBON[A .
~4 AT e
.,,x'M1 ~N ~1r TOTAL 37
~I " J ~ - - ~ ~
y1`" . I 'y, t..,.
~ { ' i r_.w 1 ;
\ ZONE 2 AREA - 1,611 SF (0.03 ~ ~ ~ ~ 1,611 SF - 403 PLANTS 24" OR EQUIVALENT COVERAGE WITH SE -M`.«.,., f ~/N; A'~r~'A'~ ~~f ll~r J^r P~ ll. nr~ /'v'ir .C:~v~ r~ ~i. v' L9`3~ 1 h r '7 r 1 ' r r 4 r rl s F
a e • • ~ ~ N4 ~ ~~.ry~~ ~//'y.' Alkr,Wbl+Y r HM'y)Hd f h : t?q~~M(~ k ~1v 1C'4r t r F'~. / `T ',i ~Ix 7~~li,h?~ y~~~{~~r F I~''r~.w~~~.(~;if`'~N g~{~ 1 ~ Tfi' r 4' 1 ft, d . r F~ ~t~1~rJ ~ r. c '~~`~at;sr~1 I ltf~t'Y'r~ r, S s1}?~',r
' 1 f{ ) 11/~,,.; :~r '~~'1l.vy~,IArr 1~1 ~F S\ 1 ~.k UyrirS~ r w,y1 1, v 1.~ 1 y . t yy 1 r if ~1t'11 r~)L~~!~tirN{ t{l;j 1 r 4}; 1~~~' P ,i. ~ 1 i i Ju yMi i.5)\4) \ h ~ t~ ,J~ ry~~2'^'ffG~<i/li (J 5~5.51.Cr~.,. 'F~~F: ~'I Y,, IC ~I Ff lij VF I.~f 1 14 A~'^`5ar r 1 F n \ ~ \ 5' >k Y c rv r r' ' ~v.[ sG i i; I\ a. ,~,.,~['4~k''~i~l7t 9,;, ~ ~ { r'.. )5 i ru k rl'Y / r ~~r Kn S A _ 1 , ':...v.»I... IK~......1v nl.i.r ~~r I.: r. . , •a~,tT,. ./..:.'lt•;.,.u:,m><T.x r~.rf 1) :u,nJ r ~>•~',.1,.: ~31 .1r~~./1 I / ~ f dOp
COMMON NATIVE GRASSES ACCEPTABLE IN BUFFER
r~„~,, r,
~ ~ 75% ' BIG BLUESTEM ANDROPOGON GERARDII MA[DENCANE ~~cn
J
m _ BROOMSEDGE ANDROPOGON VIRGINICUS SWITCHGRASS BUFFER RESTORATION
n` ~ GIANT CANE ARUND[NARIA G[GANTEA LITTLE BLUESTEM
f;n++r~ f ~4..sw.:..d
L t.v ~y.,_. PURPLE LOVE GRASS ERAGROSTIS SPECTABIL[S INDIAN GRASS ,ACE =r SECTI%^JN 3

v~,. n `a BEAKED PANICUM PANICUM ANCEPS PURPLE-TOP PITT COUNTY NORTH CAROLINA
~h~ ~ r DEERTONGUE PANICUM CLANDESTINUM GAMA GRASS ~
a • • E L L C DESIGNED: WK M IAN ROAD
~ i _ ~ f'_l~~'~'AT~ITT T ATf' ~7A 9ryslr.ja
i i,_:~. #PEI6~?3 =t uLb LLlI ? 1LL.L1I 1I V N 1 V j -J • DRAWN JHT
c` ,~+.r,, ,'i'~i~' ?.r. PHONE: [phone]
/h' F r ljgM•......owes p APPROVED WKM
K.
MALPASS & ASSOC SOCIATES DATES 4/19/04
1645 EAST ARLINGTON BLVD., 'LVD., SUITE D SCALE: 1 20`
GREENVILLE, N.C. 2785 27858
(252) WILLIAM K. MALPA83. P.E. 16823 756-1780 10 SHEET 7 OF 11
PROJECT N0. P-169 DRAWING N09 P169CON.DGN -lp M;\dgn \plOl-pl99\pl69\pl69con.dgn

i
i `
i
CAPITOL FOUNDRY EI-840.03 PATTERN N0. 1523 X BACK OF CURB
L USE ON OR APPROVED EDUAL 3M r ~ N~MGB~pS 6M M N 6" FLAT GRADE " g" FRAME. GRATE AND HOOD NOTES: III-- 2„
EQUALLY SPACED ~ W BARS EQUALLY SPACED 2X AND UNDER X 2p ~Za 1) MORTAR JOINTS ~~2 ~~e THICK CLA55 "AA" CONCRETE TO BE USED. y
S 1 ~/2N 3' ~ _ iF CURB- - B 2l THE POURING OF FLOOR SLAB TO BE ACCOAPLISHED BY FORMING. A II A Y
DEPRESSED BACK OF CURB Y R ~ GUTTER LINE Y A _ y 8„ 8, 3) ALL CATCH BASINS OVER 3'- 6" IN DEPTH SHALL 8E PROVIDED 6~II e~ II 30•
"U" BARS F 3'- 0" 3'- 0' H WITH STEPS 1'- 2" ON CENTERS.
III SPACED ~ 4) CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JU1~0 g BRICK WILL BE PERMITTED. 6" NOTES: W
1 i ELEVATION NORMAL CURB AND GUTTER X 11 MORTAR JOINTS ~~Z' ~~8" THICK.
S 3, ON LIGHT ~RAOE X ~ • Sl FOR 8'- 0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'- 0" IN HEIGHT USE 12" WALL TO 6'- 0" FROM TOP OF WALL. AND 8" PLAN DETAIL 2) CLASS "AA" CONCRETE TO BE USED.
TOP OF SLAB PLAN PLAN SECTION X-X WALL FOR THE REMAINING 6'- 0". 3l THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED 8Y FORMING. LING.
6l LEAVE WEEP HOLES AS DIRECTED 8Y THE ENGINEER. 6a 4) ALL CATCH BASINS OVER 3'- 6" IN DEPTH TO BE PROVIDED ~w 8" 6" WITH METAL STEPS ON 1'- 2" CENTERS. STEPS SHALL 8E BE
12~ IN ACCORDANCE WITH STD. N0. 25.12.
E i FLON r+a •w• BARS 1 i~~ e° 6• ~ 6a - 6~~ H, 8. 5) CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK.
~4 "V" BARS 12" DEPRESSED CURB LINE ~ h--5'- 0" - 8~ M s~ H' B 6l JUMBO BRICK WILL BE PERMITTED. 8
4 "U" BARS 6 DEPRESSED - - CURB LINE - 6w - A 12M ~ ' A 8~ SAP M10x39 ~ 7) FOR 8'- 0" IN HEIGHT OR LESS. USE 8" WALL. OVER 8'- 0" 6" H' E 8" IN HEIGHT. USE 12" WALL TO 6'- 0" FROM TOP OF WALL AND 0" ND
PLAN S E C T I O N R -R ~ Z CURB AN ON ST EP GRADE H 8AS I N 8" 8" 8~ STEP 8w ~ ~ I ~ ~ 8" D 8" WALL FOR THE REMAINING 6'- 0". ~ OUTLET D ~ 6~- g"
H' ~ FR '
UiLE ~ ~ 8N~ TEP 8M E . 'f~ , H~ H~ D p M
6 ~ NORMAL SECTION Y-Y SECTION X-X
"U" BARS USE ON 10" GUTTER 6„ C NOTE:
EQUALLY 6• GRADE MAX• LINE SPACED Zx ANO OVER S SECTION Y-Y MINIMUM DEPTH (H=) TO BE DETERMINED BY SIZE OF OUTLET PIPE. (SEE STD. FOR CONCRETE SLAB DETAIL.)
3M ~ ~ 3~ 6~ 15" THRU 24" PIPE
DEPRESSED GUTTER LINE DIMENSIONS OF BOX AND PIPE 30" THRU 36" PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W10 DIMENSIONS OF BOX AND PIPE COVER REINFORCEMENT
12" 0"--~ ~F~ ~,~Z SECTION J -J END ELEVATION SECTION M-M S I DE ELEVATION PIPE SPAN WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED 15 3' A 0 A B C MIN. H' H' LENGTH PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W10 DIMENSIONS BARS-U BARS-V BARS-W TOTAL ITAL
18 3 - 0 3'- 0 2'- 2" 2 - 6'" 2'- 10 D A B C MIN. H' H= LENGTH E F N0. LENGTH N0. L N0. L LBS. 3- 0 2- 2 2- 10 2- 10 30 3- 0 2- 2 3- 4 3- 2 VAR. 4- 0 1- 10 4- 4" 4 1- 6 3 4' - 1 3 4- 1 45 BS.
SECTION S-S ELEVATION 24 3'- 0 3'- 0 2'- 2 3- 4 2'- 10" 36 3- 0 2'- 2 3- 10 3- 8 VAR. 4- 6 2'- 4 4'- 4" 4 2'- 0 4 4- 1 3 4'- 1 49 45 49
NORMAL CURB AND GUTTER ON STEEP GRADE E
~ ~ E
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN STANDARD BRICK DOUBLE CATCH BASIN
DIMENSIONS OF BOX AND PIPE COVER REINFORCEMENT CUBIC YARDS PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSIONS BARS~.I BARS-V BARS-M TOTAL OF CONCRETE IN BOX 'ARDS BRICK MASONRY ~ ~L 8 J 30 THRU 36 PIPE
0 A B C G MIN. H' H' E F N0. lEN6TH N0. L N0. L LBS. TOP SLAB FLOOR TO 15 3 - 0 2 - 2 2 - 6 - - - 0.281 O. 18 3 - 0 2 - 2 2 - 10 - - - 0.281 0. 24 3 - 0 2 - 2 3 - 4 - - - 0.281 0. 30 3- 0 2- 2 3- 4 3- 2 1- 10 4- 4 4 1- 6 3 4- 1 3 4- 1 45 0.147 0.374 0. 36 3 - 0 2 - 2 3 - 10 3'- 8" 0v~' 2'- 4 1 - ~ 4 2 - 0" 4 4'- 1" 3 4 - 1 49 0.187 0.415 0. ~2 3 - 0 2 - 2 4'- 5" 4'- 4 `p 2 - 1 3'- 6 ~ 1'- 9" 3 3 - 3 3 3 - 3" 38 0.135 0.373 0. 48" 3 - 0" 2 - 2" 5'- 0" 4'- 10 J!Q 2'- 8 3'- 6 4 2'- 6" 4 3 - J" 3 3'- 3" 40 0.173 0.410 0. 54 3 - 0" 2'- 2" 5'- 7" 5'- 4 3'- 3 3'- 6 4 3 - 0 6 3 - 3 3 3 - 3" 48 0.211 0.448 0. ~~Z RADIUS g 3N 18• IN BOX H+ I ~ i L - IR TOTAL CU. YDS. PER FT. OF HEIGHT F I A F M I A M
It 0.281 0.802 0.321 11 0.281 0.909 ABOVE MINIMUM H' ~f 4 r -
~1 0.281 1.070
4 0.521 1.306 ~ I ~ ' 5 0.602 1.586 Q4 A~
3 0.508 1.811 0.321
0 0.583 2,~q5 ABOVE H' e o.659 Z.s,o PLAN PLAN
eq~K OF CURB ~„~A~
STORM PIPE A DRAIN ~
RADIUS NOTE:
RADIUS STANDARD BR O O a A ASS "8" o WHEN INSTALLING RAMPS AT EXISTING CURB.
'2" ~ ' ~ • • 15" TH _ ~BR I CK CATCH BAS I N CRIPSRAP ZIP RAP i INSTALL NEW REPLACEAENT CURB M[TH UNIFORM 0 ~ JOINT AT EDGE OF PAVEAENT. 4..
~ THRU 54 " P I PE ° FLARED END p 6, 4'- 0" 3'- 4" 4'- 0" TOP OF )F
• . ~ ~ BACK OF WALK CURB 3
24~ NOTE: SECTION DEPRESSED CURB
INSIDE BOX DILENSION 2' x 3' UNITED STATES FOUNDRY / USF 4105-6220 FRAME b GRATE r---4~;N o• MINIMUM FRONT ELEVATION GLINER :R
FINISH GRADE OR APPROVED EQUAL _ _ _ _ _ ~ /FT_ SLOPE-
STANDARD CURB AND GUTTER • • ~ ~ ~ ~ ~ FLARED END ~ MAXIMUM 12:1 SLOPE~y T ,p l ~
SECTION
Z
~~p" RADIUS g~ q 24 / / / /
3" RADIUS 8" BRICK WALL F~~w <Ipf

- ~ • ~ ~~e RADIUS SLOP ~ZM ~ . ' PIPE 3000 P51 CLASS "B" ~\i~\ '•5" SECTION A-A
3•~ CONCRETE SLAB RIP RAP ~ 8~ SECTION FABRIR
.TER ERIC . STANDARD HANDICAPPED RAMP AND DEPRESSED CURB DETAIL
24"
SPILL GUTTER SECTION RIP RAP APRON DETA DETAIL SEED BED PREPARATION
DROP INLET DETAIL LI1E ----------------------2 TONS/AC.
10-10-20------------------1.000 LBS./AC. 0-20-0 --------------------500 L85./AC.
SEED BED PREPARATION STRAM AULCH - - - - - - - - - - - - - - - - - - 2 TONS/AC. NOTE: (AFTER SEEDING) ~ g~ pis To OI ROAD EDGE DISTANCES NOTES:
LIRE---------------------- 1 Tal/AC. 10-10-20------------------ 7.000 LBS./AC. ASPHALT TACK - - - - - - - - - - - - - - - - • 200 GAL. /TON EXTENSION RANflE OF o~ TO 3' wUC. t) ALl PANELS ENC. oRAOE REFLECTIVE OF MULCH sH~Ttuc on .ao rri~ac auwnxw.
M STRAM AULCH-----------------_ 2 TONS/AC. (AFTER SEEDING) COVERED ONE f7) SIOE ONLY. SEEDING MIXTURE ~ COIP~LIp! 2) ALL PANELS SAAE DIIENSIONS.
~5' S0 tTYP)TYPICAL SPA ~ G 8'- 0" ~ ASPHALT TACK - - - - - - - - - - - - - - - -.200 GAL./TON OF AKILCH IFEBRURARY 1 -AUGUST 30) ~ S~~ 3) PAfEI MARKINGS AS SHOMN. srn[rE BEOIN ~ ALIWIHMITH fM 1~-1) D~~D IONINO THE SATE EXCEPT IMERE TOp Cpll?EII pF PANEL SHALL IN WITH
TALL FESCUE - - - - - - - - - - - - - - - - • 50 L85. /AC. LEFTpPANEI.s RI011T PAdEIs PENSACOLA BAHIAGRASS - - - - - - - - - - - - 70 LBS./AC. • 5~ KOREAN OR KOBE LESPEDEZA (SCARIFIED) - - - - 50 185./AC. PANEL
SEEDING MIXTURE (MAY 1 -AUGUST 31) y~Tp e~ STRIPE POINT SHALL ~'r BEGIN AND ALIGN MITH
r - - - - - (DECEAB~R 15 - APRIL 1S) RYE ( AINI 120 LB/ACRE TALL FESCUE ----------------•50 LBS.~~c. EAdi gIDE ,s- e.e ~ CSR ~ P~ LEFT PANEL DETAIL MEEPING LOVEGRASS - - - - - - - - - - - - - - 5 LBS./AC.
ANNUAL LESPEDEZA (KOBE) 50 L8/ACRE OMIT ANNUAL LESPEDEZA MHEN DURATION OF KOREAN OR KOBE LESPEDEZA (SCARIFIED) - - - - 50 LBS./AC. BROMNTOP MILLET - - - - - - - - - - - - - - 25 LBS./AC.
A WOO~EPOSTS SILT FENCE ~0 i A TEAPORARY COVER IS NOT TO EXTEND BEYOND JUNE (APRIL 15- AUGUST 15) (SEPTEA6ER 1 -JANUARY 31I RIGHT PANEL DETAIL
~ OD ~ GERMAN MILLET 40 LB/ACRE TALL FESCUE - - - - - - - - - - - - - - - - - 60 L85. /AC. Stg1PES To STMT Ai PANEL CENTERLINE KOREAN OR KOBE LESPEDEZA IUNSCARIFIED) - - - •60 LBS./AC. 17ERLINE
RYE (GRAIN) ZS LBS./AC. FOR SLOPES 2:1 OR STEEPER ADD 30 LBS.iac. SERICEA LESPEDEZA ROAD PLACEMENT DETAIL COMBINATION PANEL DETAIL
(AUGUST iS - DECEIBER 30) RYE ~GtiAIN) 120 LB/RCIE AND 1S LBS. MEEPING LOVECRASS.
0 - wtRE i ~ O
FABRIC SILT FENCE TEMPORARY SEEDING SCHEDULE
- - - - - GRADE VARIES rx OF CURB PERMANENT SEEDING SCHEDULE
/ /
/ I 2~ TMF~L~G~~IED NTO pC STR ETSE ~W~~PofI1~Mr ~L~BETNtED M~IDA~OIAD Fr.,MTMB~LEC~ORI~ZfiDALL lEADS fAPREfp1A t AINT OR NEFI.ECTONI2ED ENGINEERING GRADE SIffE~1N0. 1) lASIC WIp~ IKf IN M~CD MANUAL <SEC. iC- t) SHALL BE F0.LOrED USIINi TYPE Ifi IldlliplTAL
/ Y Y A 6 118NA M ~ (I . D. ~ Q 58) PANELS. NI011 AND • IN LENGTX 1 MINIMIM). 2) CpKTRUCTIpI DETAIL AS F0.LOrS~ TMlgt x 0' Hlfill PANELS MATE
PLAN VIEW ~ ~ ~ i J~ / J` tFINISHED~5I2ET~~'x 7~~f ~
'i ii ~ II ~ I II 30 ~
~ r--SEE SECTION A-A ~ ~ STEEL OR MOOD POST (TYP) ~ FOR TYPICAL SILT It 6 w
(MAX. 8'- 0" 0/C SPACING) ~ FENCE INSTALLATION. ~ X ~~o•
SPACING PLAN Q E TA I L 6 x B- .00 P.T.
WIRE ~ ~ EROSION TYPICAL POST SPA CONTROL FABRIC I I I I FABRIC SUPPORT P45T (EVERY 7 )
3'- 0" EROSION ~ 6'~ ~ p M 6M CAEC OR CONCRETE
HEIGHT I I I I CONTROL ~ EXCEPT FABRIC 12~ ~ANZ~~ r%FLAT (T'P.- EACH LOCATION) 1 qt AT EAgI EST) IN SOU! D ~~TH ~36P'~YIN. •S
AROUND INLETS I I I I M
1'- 6" 1 ~~Z EXPANSION JOINT 8" SAP ~toxs9 8 srer B BEAD END BARRICADES
MAX HEIGHT I ~ 3'- 0" ~ AT INLETS ~ ~ I UNLESS 5~ ~ 8"
TO ALLOW I I OTHERWISE ~ STEEL OR WOOD POST FOR OVERFLOW I I I I FILL NOTED ~ (MAX. 8'- 0" 0/C SPACI )OD POST (M I 6'- 8" I OUTLET i/C SPACING) ~NJ ~
WITH ON PLANS ~ EARTH 6"
FILL ~ N
WITH ~ ` :j / , EARTH ~ S' SECTION Y-Y oa cy~N SECTION X-X
~y ~ TrP[CAL Y 8 ~~p" EXPANSION JOINT CURB b GUTTER 15" THRU 24" PIPE
~ ~ DROP ~ ~ 1'- 0 ~ i ~ ~ ~ INLET ~ 11'- 0" / V NOTES: DIAENSIONS OF BOX AND PIPE IOTES: DRAINAGE AND EROSION CONT > MORTAR JOINTS ~~z THICK. )NTROL DETAILS
3'- 0" ~ I CATCH ~ ~ \ ~ V \ PIPE SPAN WIDTH HEIGHT W10 1> MORTAR D A B M1N. H' LENGTH 2) C1A55 C1A55 "AA" CONCRETE TO BE USED. ~~~~H~~ N 1~L SCE r ~ A THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
MIN ~ ~ BASIN ~ ~ MI ~ ~ ~ 1 01 ~ BURY I ~ FRAIrE. GRATE 6 HODD 15 3 - 0 2'- 2 2'- 6" 2 - 10 18 3 - 0 2'- 2 2'- 10" 2 - 10 3) THE P0 24 3 - 0 2'- 2 3'- 4" 2 - 10 4l ALL CA 12e WITH A 7+ I N ACC V~ 5~ ZO• ~ ~ 5 ) CONCRE t SECTION 3
~ i l ALL CATCH BASINS OVER 3'- 6" IN DEPTH TO BE PROVIDED
~ ~ . • • I ~ ~ ~ MIN . ~ . ' . ' ~ i ~ ~ ~ BURY WITH METAL STEPS ON 1'- 2" CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. N0. 25.12. ~
~ TYPICAL SILT CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. 0~;;:.••~~.:RO WINTERVILLE TOWNSHIP PITT COUNTY VTY NORTH CAROLINA
FENCE SECTION ~ ~ 6) JUMBO JUMBO BRICK WILL BE PERMITTED. ~•'~••~~JO••~~• ;Q~ ~j`:: OWNER BRIGHTON PLACE LLC
L~ I_~ 7 ~ II~RHEI CURB TRANSITION AT CATCH BASIN ewA~ ~ II~RHEIGHT~ USEHfi2GHwALL T056'-UOE FROMATOP OFEMALL AND SLl1L A D D R E S S~ 2 3 6 1 P 0 R T E R T 0 W N R O A D DESIGNED WKM
8 WALL FOR THE REMAINING 6'- o•. : ~ G R E E N V I L L E, N C 2 7 8 5 8 DRAWN JHT
SECTION A-A i_ #PE16~i
r STANDARD BR I CK DOUBLE C 15' THRU 24 PIPE BATCH BAS IN ~'••.FN~,~..f' rriuNE: (;e52) 756-6148
I P E ~,4~••K...~Q? APPROVED WKM
TYPICAL SILT FENCE DETAIL
MALPASS & ASSOCIATES ES DATE 4/19/04
1645 EAST ARLINGTON BLVD., SUITE D D SCALES 1 100
Z/ GREENVILLE, N.C. 27858 WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET 8 OF 11
-''OJECT N0. P-169 DRAWING N0. P169CON.DGN
Me \ dgn \pli ign I p101_p1991 p1691 p169con.dgn
8171a 8/7/2007 11:56:50 AM

A CONCRETE THRUST BLOCK. 9.000 P9I CONCRBTB 8NCA9EYBNT ALL
RESULTANT THRUST AT F I TT I NG TYPES OF TO DETERMINE THE SIZE OF a co AT ~rJO P. S. I . WATER PRESSURE THRUST ~THEISOILHETHETaUOT~IENT WILLHB B L O C K I N G BEARING AREA OF THE THRUST BL TOTAL POUNDS APPROXIMATE VALUES FOR VARIOU NOM. LISTED IN TABLE. 3Y THE BEARING VALUES OF ABOUND 1WR REACTION BACKING
VILL BE THE SIZE OF THE N
JST BLOCK IN FEET. WATER SEWER /ARIOUS TYPES OF SOIL ARE SERVICE SERVICE
(TYP) (TYP)
PIPE DEAD 90° 45° 22 1/2° 11 1/4° ~ R ~ ~ • ' ~ • a ~ PIPE YIN. HB YIN. BEARING AREA (SQ. FT.)
DIA. END BEND BEND BEND BEND NO RESPONSIBILITY CAN BE ASSU 7 ~2 OF THE DATA IN THIS TABLE DUE UNDERGROUND ELECTRICAL ASSUMED FOR THE ACCURACY ~ ~ BY GREENYILLE UTILITIES COMMISSION ~ ~ ~e',~~ > s'• , ~ ~ 3IZ8 SOFT CLA SILT 91 • ? 4 2.7 1.8 LILT SANDY 3IL SAND BAND CLAY HARD CLAY
4" 2.700 3+800 2.100 1.100 530 VARIATION OF BEARING LOAD CAP 6" 5.600 8.000 4.300 2.200 1.100 SOIL TYPE. _E DUE TO THE WIDE E E 6' ETE E E . e' . 1.8 1.0 1.0 1.0 1.0
~D CAPABILITIES FOR EACH ~ Riw - - - . , , . , - - - Riw 3.7 1.9 1.4 1.0 1.0
v ~ 8 9.7 8.4 8.4 3.2 2.4 1.8 1.1
8" 9.700 13,600 7.400 3.800 1.900 ~•'•5~~~ o•~ e~,~••N ~,v~5 F00T WIDE•SIDEWALK~.~~ ~ 10 15 10 10 4.8 9.8 2.4 1.8
10" 14,500 20.500 11.100 5.700 2.900 e+ , ~ 12 21 14 a - . 14 28 18 14 8.8 5.1 9.4 2.9 18 9.2 8.9 4.8 9.1
12" 20.500 29.000 15.700 5,000 4,000 Q 1) THRU LINE CONNECTION. TEE . TEE BEARING LOAD ~ 18 98 24 a 24 12 8.9 5.9 4.0
14" 27.600 39.000 21.100 11.000 5,400 4 2) THRU LINE CONNECTION. SOI L ( LB. /SQ. FT. ) VARIES ~ '~:~•a. ~ 18 45 90 90 16 11 7.4 5.0
16" 35.700 50.400 27.300 14.000 7.000 CROSS USED AS TEE 37 18 14 9.2 8.1
3) DIRECTION CHARGE, ELBOW 18" 44.800 63.400 34.400 17.500 8.800 4) CHANGE LINE SIZE. REDUCER 30W MUCK ...................0 • . • 24 78 68 . s; ? e. . 68 28 20 is 8.7
)UCER SOFT CLAY..........1 .000 ~ 2 FOOT CURB AND GUTTER SECTION _ USED SILT ...............1.500 ~ e, 30 121 81 98 173 116 81 40 90 80 18 115 56 49 89 19
20" 55,000 77.800 42.100 21.500 10.800 ~ 5) DIRECTION CHANGE. TEE USED AS ELBOW SANDY SILT.........3.000 ~as= s• NOTE ALTZZRNATE 1[ET8OD 0~' HOD OF RESTRAINT SHOULD BE CONSIDERED
24" 78.500 111.000 60.000 31.600 15.400 ~ 6 6) DIRECTION CHANGE. CROSS )SS SAND ...............4.000 • ! ° . • ~ ° • ! . YECBANICAL REBTRAINT DEVICE FOR 9ITUATION3 PALLIN PALLING WITHIN OUTLINED AREA.
30" 120.600 170.600 92.300 47.100 23.600 USED AS ELBOW SANDY CLAY.........6.000
36" 172.800 244.400 132.300 67.500 33.900 71 DIRECTION CHANGE HARD CLAY..........9.00o SEWER AND WATER SERVICE LOCATION B=ARING AREA A(iAIN3T \
' 42" 233.300 330,000 178.600 91.000 45.700 UNDISTURBED EARTH (33S TABLE) 2z PIPE DIA. SOIL BEARING LOAD
AT SIDEWALKS
48" 304.000 430.000 232.700 118.600 59.600 1[UCKY 0 NOTB~ YIN. HEARING AREAS ARE B SOFT CLAY 1000 FOR SOILS HAVING BEARING ARE BASED UPON THE TABLE ABOVE.
54" 384.100 543.200 294.000 149.000 75.300 7 SEARING CAPACITIES DIFFERENT THAN
3wNDY SILT 91~5~~pp THAT 3HO~N ADJUST AxEA 9AND 4,000 BQUIVALBNT It~3TRAINT. ' AREA AS NECESSARY TO PROVIDE NT.
SANDY CLAY 8,000
NOTES: BARD C1.~Y 9.000
THRUST BLOCKING QETAIL
1) GRIP RINGS MAY BE USED IN LIEU OF
RETAINER GLANDS.
2) PIPE LENGTHS SHALL BE AS REQUIRED THRUST RESTRAINT WITH ANCHOR RING
TO CONSTRUCT THE CROSSINGS. ALL
INTERNAL JOINTS TO BE RESTRAINED.
FIRE HYDRANT (SEE TYPICAL HYDRANT DETAIL) PIPE MINIMUM
DIAMETER FULL PIPE MJ 45° BEND (DIP) MJ 45° BEND fDIP) ONE ~li~H~fT OF D.I.P.
NOTES: (INCHES) LENGTHS 1) SERVICES CANNOT BE INSTALLED BETWEEN a 6~~ 2 DIP SIP
THE GATE VALVE AND THE LOCKED HYDRANT TEE. a' 8~~ 3
2) PLACE CONCRETE BLOCKING SUCH THAT IT ~ 10" 3 MJ 45° MJ 45° BEND ~ BENS
WILL NOT INTERFERE WITH REMOVAL OF BOLTS. 12" 3 (DIP) (DIP)
GATE VALVE GATE VALVE D CONCRETE BLOCKING 12" MIN. STORM SEWER ~RA~~~I~wT~P~ISHED GRADE 1RABELOWTFIN I8WTOINISHED GRADE
LOCKED HYDRANT TEE
RETAINER GLAND (TYP.) SIP RETAINER GLAND (TYP.) .R.
PVC O PVC PVC ~~~T~EM~~TALLOW~FOR FINISHED GRADE
CONCRETE BLOCKING ~ 12" \~,(j T0~95y MODIFIED PROCTORED . ~ 2'/ l`~~+~
. v o ; M. J . PLUG
WATER MAIN AND STORM DRAIN CROSSING DETAIL ` . ` ~ ago HN CLqg SIFIED co AC KFILL
nnr~ r~i ~~r ~it~u i~~ ri~~ i nTr~r i r?~n TUC ron~~ TAOI r
' u~irjiiv Ml1YlMUM ru~~ r"lf"G LG19VIf1.7 rn~m ir~o~~ ~ ~ WATER MAIN S ~9CTq MO KIF ~ QMpPT ED \ ~ WATER MAIN
v
TERMINATION OF 6 " - 12 " WATER MA I N ?
~ TU~E HAND ~PE~A~E~KE~U~~MENT HE~~A~ND0PEERE~~MENT
N ONLY ~ c ' N NLY
~ ~ ~ ~
R/W
VARIES 5' ~ 6' ~ E B0~ ~lML HA~~T QNIALISTg SHpLL ` ~~Y~' LL THE BO L HA T NISLIST~OSHUGA
SIDEWALK FIRE HYDRANT ;1~~ ~ p~~ UN~F$R~j gUpP KRT THROUGHOUT /~;~~~.I/.t ~~E L~~GTH OF THE PIE LGTHT ~RHE~ITATHHOUT E~
(SEE TYPICAL HYDRANT DETAIL)
I 6"- 8" METER BY GREENVILLE I MINIMUM UTILITIES CORPORATION "I%f H DETAIL
DEPTH THRUST RESTRAINT W/ ANCHOR RING 3000 PSI CONCRETE a WATER PIPE TRENCH DETAIL WATER PIPE TRENCH
CURB 20" OUTSIDE DIAMETER a
(EST BEARING CAPACITY FOR AREA TO BE PAVED OUTSIDE OF PAVED D AREAS
OF SOIL IS 3000 PSF) is
. I 1 I METER BOX FURNISHED ' • ' : i , i.q ~ ~ BY THE UTILITY CONTRACTOR LOCKED HYDRANT TEE
GATE VALVES O
METER STOP ~ M.J. PLUG p Q ,
BRICK SUPPORTS (4 EACH)-~ HOUSE SERVICE ~ KEEP LINE BY OTHERS COI~LETE TOP AND COVER BOT SLIP EXTENSION MIEIGHT LENGTH WEIGHT LENGTH BOTTOM NOTE: I~
PLASTIC SERVICE TUBING SLACK 6" DIP 6' DIP O 6" DIP ~ LENGTH WEIGHT SALVE BOX SHALL BE
LENGTH AS REQUIRED TYPE INCHES POUNDS INCHES POUNDS INCHES 461-A 18-24 60 10 35 15 INCHES POUNDS CHARLOTTE UTL-2749 VALVE BOX EXTENSION 15 25 SHALL BE CHARLOTTE
CORPORATION STO ~ ~ o ~ o . 562-A 24-36 80 16 45 24 564-A 36-48 92 16 47 36 24 35 UTL-281 36 45
SATBEHMNDNCURB ~ NOTES: (3) 3/4 THREADED R00 CONCRETE BLOCKING es~ 664-A 39-60 106 26 63 36 36 45
5
j (1) METER BOX TO BE INSTALLED BY SERVICE CONTRACTOR. (2) SERVICE SADDLES SHALL BE USED ON ALL WATER LINES 6~~~ ~55 ~7''~
~ 4" AND SMALLER IN DIAMETER.
5 ~ (3) SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS TERMINATION OF 6" WATER MAIN ON LOCHMERE DRIVE 2~'2 2~s
OF AWWA C-900. CLASS 150. 6~h~ ~ A
(4) MINIMUM COVER OVER SERVICE LINES SHALL BE 24". A 2~ 1
~qi~~ ~ 36 14 ~
TYPICAL 1" WATER SERVICE 17 16 ~1
STREET RIGHT-OF-WAY A ~-1- - -i- -1
(WITH SIDEWALK OR AS NOTED ON PLANS FIRE HYDRANT Ra w I 16 A I ~
(PUMPER NOZZLE TO BE PERPENDICULAR TO STREET) ~ I 26
METER B IETER BY GREENV I LLE I 1 X 45• e~~z
NOTES: UTILITI ITILITIES CORPORATION ( I 4 REQUIRED ~ ~ ~ 6- 8 ~ I 90• APART I ~ 00
PAVEMENT FINISH GRADE ELEVATION AS (1) C/L TO BE PLUMB. IF ADJUSTMENT IS MINIMUM I 31/ 2
• p . SHOWN ON PLANS NECESSARY AFTER PRESSURE TEST. DEPTH ~ I ~
PRECAST 6" THICK RETESTING MAY BE REQUIRED BY CURB GREENVILLE UTILITIES CORPORATION. 4~~,~~~;;~~°°~,,,•~` ~6~~~~ s ~8~ s'YS T5.6 ~5• se ~ 53-o-4
D ~ CIRCULAR CONCRETE COLLAR/PAD (3000 PSI) 18"MIN. TYPICAL VALVE BOX , ~ ' "0~~"~f y°~~%'~~ ~ 1 0 z 65116
' ° VALVE BOX (CHARLOTTE UTL 274) 24"MAX. (SEE DETAIL) (2) VALVE BOX SHALL NOT BE INSTALLED I N CURB AND GUTTER . ' ' ' ~ I METER BOX FURNISHED ~o,,~ 7
4.. • . i , FINISH GRADE ~ ~.4~~ ~ ~ ~ BY THE UTILITY CONTRACTOR
v~ . v ' v ' - v~ NOTES: . ~ • DEPTH 4 \ / . ~ , . • ~ ~ / ~ , . - ~ METER ST ~~\~i ? ~ ~ , ;i, ~ IBR I CK SUPPORTS ( 4 EA ROCK ~ KEEP rER STOP TOP SECTION BOTTOM SECTION EXTENSION SECTION
' o . ~ o o • VARIES (1) I F VALVE BOX EXTENSION I S ~ (36 MIN.) REQUIRED. USE CHARLOTTE UTL 281. (4 EACH) HOUSE SERVICE
' (2) VALVE BOX SHALL NOT BE PROVIDE ROCK KEEP LINE BY OTHERS V A L V E B O X SOX DETAIL
' ° ° INSTALLED IN CURB AND GUTTER. SPILL AROUND (3) BOTTOM OF VALVE BOX SHALL WEEP HOLES tOUND PLASTIC SERVICE TUBING SLAC ILES LOCKED LENGTH AS REQUIRED SLACK
• • REST ON COMPACTED BACKFILL. HYDRANT TEE CORPORATION STO
. WATER MAIN ~ WATER DETAILS
NEW GATE VALVE 6" PIPE 5ATBEHMNDNCURB ~ N D ~ • NOTES:
PRECAST CONCRETE COLLAR (1) METER BOX TO BE INSTALLED BY SERVICE CONTRACTOR. ~I~IGH~~N J[~~~ (2) SERVICE SADDLES SHALL BE USED ON ALL WATER LINES
NOTE: 'LACE ~ SECTION 3
WATER LINE ' • • UNFORMED GATE VALVE ~ lP OF CONCRETE CONCRETE ~ ~ 4" AND SMALLER IN DIAMETER. (3) SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER
SLOPE TOP OF TO PROVIDE DR FROM HYDRANT NEW GATE VALVE AND VALVE BOX DETAIL F [DE DRAINAGE PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS ~,`N ~p„ WINTERVILLE TOWNSHIP PI' OF AWWA C-900. CLA55 150. . < 'Y PITT COUNTY NORTH CAROLINA
)RANT DRAIN. ( FIRE HYDRANT INSTALLATION DETAIL TYPICAL 1" (4) MINIMUM COVER OVER SERVICE LINES SHALL BE 24". ~D~Q;~CN~~~~~.•
OWNER BRIGHTON PLACE WATER SERVICE ~ $~A~ ! ADDRESS GREENVRLLE, NC 27 ik PF 1fA?_i ? SCE LLC DESIGNED WKM
)WN ROAD 'C 2783-8 DRAWN JHT
FOR VALVES SMALLER THAN 12 (NO SII SIDEWALK) ~%,F,y~ PHONE* [phone] APPROVED WKM
MALPASS & ASS01 3SOCIATES DATE 1/19/04
1645 EAST ARLINGTON BLVD GREENVILLE, N.C. 27E BLVD., SUITE D SCALE: NTS
C. 27858
WILLIAM K. MALPASS, P.E. 16823 [phone] 780 SHEET 9 OF 11
PROJECT N0. P-169 DRAWING N0. P169CON.DGN As I dgn I p101_p1991 p1691 p169con.dgn
8/7/2007 11:56:36 AM

NOTE:
MANHOLE RING INVERT FOR SERVICE LINE IN MANHOLE HANDLED SAME AS CARRIER PIPE. E
AND COVER
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES:
2' - 0" ~~2' GROUT ~ ~ MANHOLESTOPLSHALL ED IN PAVEMENT STEEL TROWL FINISH 1" PER 1 FOOT
SHALL BE FLUSH
1-GRADE RING WITH PAVEMENT. TYPICAL MANHOLE STEPS (SEE NOTE) T. i i
(@ 16" 0/C) 2) THE DISTANCE FROM FROM THE TOP
OF MANHOLE RING AN SEE SPECS AND FINISH GRADE M PRECAST FOR JOINT WIDELY. (SEE PLAN) ING AND COVER RADE MAY VARY
PLAN) ~ ~
ECCENTRIC CONE REQUIREMENTS DEPTH VARIES 3) EXTEND PIPE INSIDE INSIDE MANHOLE FINISH GRADE FINISH GRADE
FLEXIBLE SLEEVES AT AS REQUIRED WALL 2" DEPENDING POINTS OF PIPE ENTRY. (SEE PLAN) SIZE. ND I NG ON P I PE //\~j` j\~ j\` //\~j\
//~~//~~j\\
(SEE SPECS.) "D" GROUT 4 ) MIN. ( 1 l GRADE RIN CHANNEL IN NON-PAVED AREAS FINA\/i FINA\~~ DE RING REQ'D. BACKFILL ~ BACKFILL JAL /i i i FILL ~
AREAS. NO
PRECAST BASE GRADE RING REVD. (EXTENDED BASE SECTION SLOPE (1" PER 12") AREAS EXCEPT AS NE FOR MANHOLES GREATER TO MEET FINISH EL E THAN 12' DEEP) 6" E~'D. IN PAVED i AS NECESSARY 2-WAY 3 OR OR 4-WAY
SH ELEVATION. SPRING ~ ~ STRAIGHT INTERSECTIONINTERS fIAL i 1'- 0" SELECT BACKFILL NOTE: 'ERSECTION
(2) GRADE INITIAL LINE i 1 j 0 SELECT INITIAL _ BACKFILL BACKFI~L BACKFILL
r MIN. 5 ) NO MORE THAN ( 2) G 4000 PSI CONCRETE 6" RINGS SHALL BE INS 12" MIN. CRUSHED OOy. COM A T 0 BE INSTALLED. i FILL , SPRING LINE ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONF0 ~ GRANULAR EMBEDMENT ZONE INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL ENTERING CONFORMING TO THE
TERING BRANCHES AND URVE IN THE INVERT
AGGREGATE BASE PIPE SIZE HAUNCHING ~ GRANULAR EMBEDMENT ZONE HAUNCHING (N0. 57 STONE BEDDING) CHANGES IN DIRECTIONS SHALL BE FORMED BY A CIRCULAR CURVE I ~ OF AS LARGE OF A RADIUS AS THE SIZE OF THE MANHOLE WILL PER (4" MIN.) PIPE GRADE IN SIZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY A INVERT CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRETE OF LL PERMIT. CHANGES
~ / / / / ~ LESS THAN 20" 4 BEDDING (4" MIN.) (N0. 57 STONE BEDDING) ?0 4 - 0 BEDDING (4" M ,TER 5'- 0" (MAY NOT (MAY ALLY AND EVENLY. THE ETE OF THE MANHOLE
20 OR GREATER 5 (MAY NOT BASE OR SHALL BE BUILT UP WITH BRICKS AND MORTAR. THE FLOOR FLOOR OF THE MANHOLE
UNDISTURBED GROUND 30" OR GREATER 6 .TER 6'- 0" FOUNDATION BE REV D.) FOUNDATION STONE TO BE THOROUGHLY BE RE BE REQ'D.) STONE TO BE THOROUGHLY OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD COMPACTED UNDER PIPE NOT LESS THAN ONE INCH PER FOOT. NOR MORE THAN TWO INCHES P (SEE SPECS) TOWARD THE CHANNELS CHES PER FOOT.
COMPACTED UNDER PIPE
MANHOLE DETA I L OVER 12' I N DEPTH 'TH SEWER TRENCH SECTION DETAIL SEWER T FOR VITRIFIED CLAY PIPE, FOR ABS AND PVC TRUSS PIPE (I R/W TRENCH SECTION DETAIL MANHOLE INVERT DETA OR PVC SANITARY SEWER PIPE TAIL
(NOT INCLUDING TRUSS
NOTE: ,
CLEAN-OUT TO BE SET 1' TO 3' ABOVE FINISH GRADE.
MANHOLE RING
AND COVER CURB AND GUTTER FINISH GRADE
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES:
PAVEMENT • ~ w"~ 4 y,~' , . ' - ~ ,`e~ , , ED I N PAVEMENT • • • o ° . ' ~ / . { ' f~`"~~` ~,'+,'r``, ~ f ~ ~
~~.~j~~~~ 2'- 0" ~~2' GROUT 71 WHEN INSTALLED IN MANHOLE TOP SHALL SHALL BE FLUSH v ' ' . v ;'p~ e,`"~ ~ ~ ~,,:',r'~ ~ ~?4~'~`~ PRECAST ~ PRECAST OR CORED HOLE
1-GRADE RING WITH PAVEMENT. TYPICAL MANHOLE STEPS (SEE NOTE) T. 3'' MIN. CONE W/FLEXIBLE SLEEVE
16" 0/C) 2) THE DISTANCE FROM FROM THE TOP WATER z STEP TEE (DIP W/RETAINER GLANDS)
SEE SPECS FOR JOINT REQUIREMENTS OF MANHOLE RING AN PRECAST (CONCENTRIC ON LESS THAN 12') AND FINISH GRADE M ECCENTRIC CONE I WIDELY. (SEE PLAN) ING AND COVER MAIN RADE MAY VARY a C a 1 JOINT DIP
PLAN) SCH 40 PVC DWV SEWER SERVICE PIPE w OPENING ADAPTOR
DEPTH VARIES 3) EXTEND PIPE INSIDE C+ 1.076 MIN. GRADE (ASTM 0-2665. D-1785) COMBINATION WYE INSIDE MANHOLE AND ~~8 BEND w to C
FLEXIBLE SLEEVES AT AS REQUIRED WALL 2" DEPENDING POINTS OF PIPE ENTRY. (SEE PLAN) SIZE. NDING ON PIPE ~ 8"MIN.
W I 1
(SEE SPECS. ) ~-""D"" • t•• • : i•••••~. l•• .fir" :.:•.~rti~•;.:•.~. C • •;:::.':i C M ACT D
GROUT 4) MIN. (1) GRADE RIN .DE RING REa'D. vp,R1~S \ AREAS. NO •••..•..ti;;•,.•. r.• SAND w ~ s•::: . •
CHANNEL IN NON-PAVED AREAS GRADE RING REQ'D. 'EQ'D. IN PAVED SCH 80 PVC ~ '~'~}~C~ C , ti• :i•• d r. ~ .
SLOPE (1" PER 12") AREAS EXCEPT AS NE ' AS NECESSARY ADAPTER COUPLING 22~~~° BEND SH ELEVATION. ' STUB OUT 1 PAST WYE AND ..•.....M MJ CAP WITH UPPER 'i• • a , 2/3 OF END REMOVED x~":•:•~• •
PRECAST BASE TO MEET FINISH ELE 22~~~' ' INSTALL SOLVENT WELD CAP • t cn f SECURE WITH ' ' ~ • f w ~ INCOMING PIPE SIZE
, 5) NO MORE THAN (2) G (2) GRADE ,,,~J~ #57 STONE BE INSTALLED. + V TO BE INSTALLED RETAINER GLAND) •,..;.•.:fi ~ OF 8 -12 USE 8 DROP
4000 PSI CONCRETE-~ 6" RINGS SHALL BE INS Q ' l.,i ~ • • • •r ••1• • ti•:
12" MIN. CRUSHE~ OOy. COM A T 0 ' G ~13C~~ UNDER SERVICE PIPE 7•t"• UNDISTURBED
AGGREGATE BASE PIPE SIZE E "D" CHANNNEL '~i":"''' S ' GROUND L P E . .
LESS THAN 20" 4 20" OR GREATER 5 20" 4'- 0" TER 5' - 0" /F • ~ t •~::':•':•t'• :yr • .;.t" + ;
UNDISTURBED GROUND 30" OR GREATER 6 TER 6' - 0" • ~ BEND (DIP ) ~ • • , 4
• • : (W/RETAINER GLAND ) ' . t• 1 1•..•
• • • • ~ • ~ • • • . ••••r • 1 • / •~•••h ••ti • • M f . • • .•4= •••d•••~•
MANHOLE DETAIL UNDER 12' IN DEPT MAIN TYPE CONNEC7IOM~ COMMENTS P TH SANITARY SEWER SERVICE & WATER MAIN CROSSING D (18"MINIMUM SEPARATION REQUIRED) • DEPTH CONE ~ c • ••~y •
GREATER ECCENTRIC
1 MIN RUSHE AGGREGA E BAS THAN 6 e
6 OR LESS ECCENTRIC OR
CONCENTRIC
i
MAIN TYPE CONNECTION COMMENTS
• TAPPING IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. ABS TRUSS SADDLE MIN. 4" N0. 57 STONE REV D. UNDER THE CONNECTION. ONS. TAPPING IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. ON. ABS TRU55 SADDLE MIN. 4" N0. 57 STONE REV D. UNDER THE CONNECTION.
GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. PVC TRUSS wYE MIN. 4" N0. 5T STONE REV D. UNDER THE CONNECTION. ONS. GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS.
ON. PVC TRUSS WYE MIN. 4" N0. 5T STONE REV D. UNDER THE CONNECTION.
PVC SDR 35 GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. WYE MIN. 4" N0. 57 STONE REa'D. UNDER THE CONNECTION. ONS. GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. ON. PVC SDR 35 yyYE MIN. 4" N0. 57 STONE REV D. UNDER THE CONNECTION.
R/W WATER SEAYICE SEMER ITYP~ SERVICE ~TYP)
NOTE: ~ RAW NOTE: ~ ~ ~ UNDERGROUND ELECTRICAL
CLEAN-OUT TO BE SET 1' TO 3' ABOVE I CLEAN-OUT TO BE SE VARIES 5' 6' FINISH GRADE. 8E SET 1 TO 3 ABOVE 1 BY GREENVILLE UTILITIES COMMISSION E-E E E E E
FINISH GRADE. SIDEWALK I R/M~ ~ ~ ~ ~ ~t/M
I • , • • • . • ~ • 5 FOOT MIDE SIDEMALK .
I • • ' •I • • r • . • • • • • • •
I VARIES ~
CURB AND GUTTER FINISH GRADE GRADE CURB ANO GUTTER I FINISH GRADE I
PAVEMENT • ~ y`"'y~ti, ``O '"'e,J.~ e, f~~```•~r - *t`~~"~~,,?',°`~+~' s r'~~~,,, 4 ~ ~'f., PAVEMENT . ; ~w.°°~,,, , ''w~°-y~,'~,`"~, _ 'e ~ ~ p,, r'3, , I , 0 , 0 ~ ~ _rd ~:,~t e,.,a ^ Fr" y.f v 4'R ,,+d'h, 1% pj~'" , .,r \ ~ , ~ 2 FOOT CURB AND GUTTER SECTION
/ 7
3' TO 5' '0 5' 3' TO 5'
DEEP EP DEEP
COMBINATION WYE COMBINATION WYE
SCH 40 PVC DWV SEWER SERVICE PIPE AND ~~eBEND 1.07L MIN. GRADE (ASTM D-2665. D-1785) SCH 40 PVC DWV SEWER SERVICE PIPE AND ~~e BEND c! 1.OX MIN. GRADE (ASTM D-2665. D-1785)
v P~j~s v L
v PR1~S
SCH 80 PVC ~ ~~C~ C~ C-,' ADAPTER COUPLING / 22~~~ BEND STUB OUT 1' PAST WYE 22f~~ ' INSTALL SOLVENT WELD C . , SCH 80 PVC ~ ~~!'~5~. ~~x~~~C~f'S~'~: ADAPTER COUPLING 22~~~ BEN~~~
T WYE AND / STUB OUT 1' PAST WYE AND ND
2 WELD CAP 22i~~' INSTALL SOLVENT WELD CAP IP
+ ~ #57 STONE V TO BE INSTALLED + #57 STONE V TO BE INSTALLED
~ ~3C~n4~ UNDER SERVICE PIPE ~ k~~,,/~~ UNDER SERVICE P I PE 'LACE ow SECTION 3
~ i %r~J SEE ABOVE CHART ~,~U` /r` SEE ABOVE CHART
PITT COUNTY NORTH CAROLINA
SANITARY SEWER SERVICE DETAIL L SANITARY SEWER SERVICE DETAIL ~ ' • • • 'r/ kCE LLC DESIGNED WKM
• ~ i ~ • ~ i S: )WN ROAD
(NO SIDEWALK (WITH S I DEWALK ~ ~ ~ ~ i ~t 11f A/'Alrl ~ IC: 27858 DRAWN JHT
~ PHONE: [phone] APPROVED WKM
~qM K. Ma~~
MALPASS & ASS01 ~ S 0 C I A T E S DATE 1/19/04
J1645 EAST ARLINGTON BLVD GREENVILLE, N.C. 27f BLVD., SUITE D SCALE NTS C. 27858
WILLIAM K. MALPASS, P.E. 16823 [phone] 780
SHEET 10 OF 11
PROJECT N0. P-169 10 DRAWING N09 P169CON.DGN qn I plel_p1991 p1691 p169con.dgn M:1 d
8/7/2807 11:56:24 AM

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PROPOSED 1 1 /1" S 9.58 I osEo 2" S 9.58 ASPHALT
(TOTAL WIOTH OI V AL MIOTH OF ROADMAY ) VARIABLE PYMT
r r VARIABLE r MIDENING b RT TURN LAIC
8 2 MIN ~ EXISTING 10 PAVEMENT PVMT WIDENING SHOULDER r (E f 6 TYP. WIDTH 2 MIN 8 (6 d 18 TYP. l SHOULDER
MIDTH D6- la9$vz
a ~ ~ ~PROP~ED ' , 3 1 /2 I 19.0 B ASPHAIT~;~~ a , ~ u,. ~ ~ . 's, . ~,t~ ~~~,~<si i„ ~ ~ v. ~~~~BASE COURSE°~ . ~ PROPOSED ` ~ . ~ ~„,h,~ t~ ~~a. ; 3 1 /2 I 19.0 B ASPHAL T '('Sy'~
. 5 PR0P0~D EXISTING BASE COURSE PROPOSED `~q~=
~,4.; ROADWAY , ~ 11 CABC STONE 11 CABC STONE ~.;~~',;-~°M 5„~~•' t ~ f r<.~
. ~.+.y,~ a ~ . ~,no.,,., .•e''~,~} ~~1
TURN LANE DETAILS is
1
BRIGHTEN FLA o: H•~R S9INTERVILLE TOYVNSHIP PIT ~~~o~~~o~~`_,, LACE j=r SECTION 3
PITT COUNTY NORTH CAROLINA
fQ S~~ r OWNER BRIGHTON PLACE L ADDRESS 2361 PORTERTOWN tPE16B~3 ~ GREENVILLE, NC 278 ".E LLC DESIGNED WKM
ffN ROAD
27858 DRAWN JHT
FNl..~`.~..~~ low, ~ PHONE [phone] APPROVED WKM
K. Ma i
MALPASS & ASSO C~i~ 1645 EAST ARLINGTON BLVD., SOCIATES DATES 4/19/04
WILLIAM K. MALPAS3, P.E. 18823 GREENVILLE, N.C. 278 3L2 858 SUITE D SCALE: v: ~ 52,
[phone] BO
SHEET 11 OF 11
PROJECT N0. P-169 DRAWING N0. P169CON.DGN
M:1 d qn \plgl-pl99\pl69\pl69con.d qn
8/7/2007 118056,11910 AM