20061223 Ver 1_Site Plan_20070126

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TOTAL AREA ....................48.8347 AC
ZONING ..............................R-15
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PARCELS.....................10508 & 70650
~ 1~~Y 9 ~ r TAX MAP ................4674.00 & 4674.14
' W ~ ~ '"'i., f LOT DATA
LOTS 17,500 - 20,000 SF t24~'ol........18
e tl r,µ LOTS 20, o00 AOOVE t 760) 56
TOTAL LOTS t100ya~ ....................74
~ ~ f ~ ~ _ ~ ~ ~ ~ . N ~ d~.a. 8j ~ ~ LINEAL FEET IN STREETS...........4487 FT
~ ~ :'3 ~ r r` AREA IN STREETS ..................6.86 AC
t. z 1 ~ ~ TIM?1HY t AREA IN OPEN SPACES,
~ s, ~ ~ ~ RECREATION, ETC ..................5.35 AC
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fJ; .2. F «G ~ i ~ ~ J s3,3F3~.' l Y I~y~Q ~q e~y~`y~. c~~ s ~ ? ~ ~ "C+~~, ~ /O ~ ~ ~ aAy~. J~ t~, ,f 42]x.. E`'°'~., p ' NOTES:
~ r - . `~~~.~`~^~y~», ;",Q~ r' ~t'~,z r ~/y-~~L~ iA Q 9A '~„Y, s~"~:r `,aE-' y ~ .
. P ~ d a ~ ~ l ~ j ~ar~. ~ 3~ 1 i ~ fin"„ l ~ 1 V' 5 ? Y ` `s: ~ CJs • it 1P A ~ ~ " r iA ~ ~ ~ s~ ° ,
,*G: r ~ \ } ` I ~ rear ..p s~;~`°' ~l _ t " t~C.. ",tea ' } t ~ 't ,,..t, ""$.P: ad' k"'"'".w w,, t S `s' ~ 7sp~' .r° ~ i l SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTAIN EROSION FOR ALL SLOPES WITHIN 15 WORKING DAYS OF COMPLETION
~ ~ } , 1 ~ ~ ~Y e,~ ?~1fKJ ~ '"tea'",. ~ a ~ >r > d +,'+i~`" r~ OF ANY PHASE OF GRADING. SLOPES OF SEDIMENT BASINS ARE CRITICAL AREAS AND MUST BE SEEDED IMMEDIATELY FOLLOWING ANY PHASE OF GRADING.
r,,,~$' d , ` ~ 1 ~ . ' ~~,~"3'}~,'q ~ ,.fir ~ o ' ` ~w: ~p~" ~ 's ra ? 3 'Y,.. ~b `t"r"6 '4r ~r 'aS's $ ,.'w~x E$ /`'ti, .~p~~~ . s~ ,r' r ~ " e"n;.4. k.`w 5 v~':'". 'S, t 1 J ,fir 9s 1 ~ ~ i~srogoP~S v »i~' 1~ ns5 Y ~ ! t ~ , d4 ~ '"1 ~~s; - x~ ~ )t j } .,.na.~ ~u, t ~1~ I ~ Svr~:yS .i '~.q t ~ VEGETATION ON THESE SLOPES MUST BE ESTABLISHED WITHIN 15 WORKING DAYS.
,a ~ !'ti A. " ~ Ewa • ?'',Q, ~ ~ , ° ~ § ) t ~ . 1 ; ~ (y a fir'.. '"+t ~ ~ i~'; ~ ° , ' 2l CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
! p) _ a t , ~ ~f" ~F,. G. ~8 , ~ " 'ems a ~ ~ 5L ~ ~,~'w`„"'` r r d i y~ ~ DEVICES ON A WEEKLY BASIS AND AFTER EACH RUNOFF PRODUCING EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY
Ste, ¢ 7 r S r.' f.Ez `k ED ~ y „„..»,r'".. • ~t g s ji ~ r 3~ ~t~n- ~a~ ~ 'h agN ¢ , ..m gyp, ~ ,'a's: ~ : Sj ~ ~ eA.i'F'EYF$S,v '%M' ky~ef 1 4 e ; t ~ RESULT IN ISSUANCE OF A STOPWORK ORDER OR CIVIL PENALTIES UP TO
f 13 ~ ~ • ~ ~.,.-a aka ,d ~ ~ ~ 6 ~ .i f t / 1 ~aq, 'F rPW b~",~~ ,w"" ,~,(u pt 'S.A ,nw Et ~u Q ~gt~ .gyp f~. ' ~ 4 ~ 1 ~3S M Y a,- u & ~ ~"3" n ~ ` ~ 1 " s r i s. Sr, h~ y aa~ & $5000.04 PER DAY OF VIOLATION.
~N, 1 x S f d F~' 'C A .`9 N..,r'c' 4~u'S ~ ~°t~°. }1 ~ ~ 4 ~i .r`Y' .r^ mq°'.~ 1.... ~ ~ ^esi° ~r ' z' ~~~yO a 3l THE PITT COUNTY ENGINEERING DEPARTMENT RESERVES THE RIGHT TO REQUIRE
s , , , T. ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
1 ~ ~a~ ,n a e, ~ ~n a f T fr r' ,n w~rsaK,zss q q.rt ~ ;e ~5 ~ T 1 ` d ~'h :a" f~ ' 0~`•e ' ~ ~"a i2 ~ 1 ~ aaaY 43.x' r~ ~ ~ J g, ,V~~,~Ok ~ !r~ 3 ~ ski ~ i~ f i r ~ a ~rw. F E~ d a t I f z~ i+` ~Y 0 air k S f~ ~ >~'p~+Q y ~i- ' ~ e "".6,~t ~ ~ ~ ~S ~ -`-fi`'`g- ~ ~ ~ r~ ~w ~ , ?7t. 7 ~ p ~ 37,krfl ~ r.. a ~,o D a " ,g ~ 4f ELECTRICITY PROVIDED BY TOWN OF WINTERVILLE. ALL UTILITY LINES WILL BE
8 4~,'~'p, y ~ y wrist p,~' 'i: ~ g ~ ~ '~t ~ ' ~`w+w. e UNDERGROUND.
~ 1 rj, '`a. e. b p P H a'S x7. rf ffi d3 , e W a `*.c"4. l~ ~ r~3x S ^s a ° .f~ ~i. S 5 ie"?Ya7.^l.,a Y ej"t q., r~F : o jF i;` ~u, - ~ ' ~ ~ ~d~r~ as ~a~.,~';,t ~ t a O 51 WATER AND SANITARY SEWER SERVICE BY THE TOWN OF WINTERVILLE.
~,,4,r"L 9. r' ~y"'z `s 'f ~ 'S ?2'.C~.'3R, ,.,i,~Ta~ iPYa$.5?~ S ~'vj ~ I 'f y it y s \ ~ 61 UTILITY EASEMENTS ARE 5`EACH SIDE OF THE WATER MAIN, INCLUDiNG METERS
~ 1t 6 -AND FIRE HYDRANTS.
sy.~ 'L ~ g ~ f h Y b~/y 4 p fi ~*,g O~ ~ 1 `'+~yk. 4~ rz - ~ ~a PAVEIENT ~ ' ~ BUILD~~.^ 9.46. $ ~ ' ~ ~ ~ ; ^ 1ti Z) TOPOGRAPHIC SURVEY PROVIDED BY PARKER AND ASSOCIATES LAND SURVEYING.
i ~ g ~ ~'a ; z 'PSG ! ~ A i "Ex'i,,.. $g, "e,9 'fi a.~ ,~g.. A ~ a ,pry o ' j £ 3 ~ ~ ~ ~ ~ ~ . ~ a. 4'Xx tvz" ~ ~ ~ d ~ i ~ 1 ie ~ . z s ~ ~ t ~ s ~ ~ ,7tk9~,+'~ F ~ ~ A~0 - 't,,~ - 3' '.°^x. ^4 ~p . ` ,,.,~'r a..,. ~ ~ VIA-- Il if "'o. ~i' s y ~ F~:~. ~ *w ~
`R ~J ~/t s~Vu.d qq ri~a, tax..iay. 3 t$'A3 ~r ~,i /°q~ i~ 1 r't vij~,, ! 'f "*n. ~ } - E : i,NiYaz$ ~ Yy ~7 ~ w S F:'e~ ~ { ~9 s1o °.t, 9 '~'n~4_ ,i,,.,H~+'"'~~ _ -g ro :~"A.~ V ~ a/ ~ ffz~ yi i¢+ Z ~ ~Si {iP §fx+w ~''a\.:i Y Xd` ~ 1~ ' ~rQ~ p, Y '~q ~ ' 81 THE TOWN OF WINTERVILLE REQUIRES THAT A MINIMUM 5'DRAINAGEtUTILITY EASEMENT BE GIVEN ALONG ALL FRONT, SIDE AND REAR PROPERTY LINES.
(.s~ 1 ~ t4~ w ~ s~q. .g eD~ ? "~'^St } w,i " ! iie' S {~{95~ 'S~ ..y .5•` ~7~ „ ='S"° ~ W~~ di Y ix .'S Waf'B' yh+u eY~ ^°w'.,^i. _ N~ Q.~ `YS _ 1~' 6• 4 ~ ~ ' 4 s , ~ • 91 CONTRACTOR MUST NOTIFY ULOCO AT 1-@00-fi32-4949 k MINIMUM OF 48 HOURS
i y ~ 7 $19 ; ! 1 ~ft'~L °aa ` q ~t.~~ ~ P J' ~ ~ ~ , 4 ~ a °3 `r -w - ~ , k: , ~ a ~ 1n Ij1 _ a,. ,F kY!`;_7 w. `~~L~~~ -PRIOR TO THE. START OF ANY EXCAVATING ACTIVITIES.
fib ~q ~ ~ ' ~ s~ . Y ^i a fin`' 4 e0 ` f+"~~ ~ ~~3X ~ ~ ~ ~ 101 STORMWATER DETENTION IS REQUIRED FOR ALL LOTS AND IS PLANNED FOR THE
t' : t: 9 yyG ~,~'a~ . ~a ~ ~ ,:r4a~ ~ r 1 `1~ ~ ~ ~ x f,~ , ` ~ ' ~ 1 g ~ 3 Yet ~ y~ , ` ~g ~ _ n x ~ x 't~. N , ~ f N µK.. ~ a ~ t zS,a ,~x5y'.' ~ ~ .r a • p~ ~ ~ ' SITE ON THE SOUTHWESTERN PORTION OF THE PROJECT.
to b~~ f ~ 4: ~~~E - vS~ x~'F~i ' a <`~'"G ~ a ~ ~ A S ^..~i 1. L ~ ~ ~ ~o- ~ ~ t`' ~ ~ e ~ d ' €i4`~ p, ~ .a. s . i is ~ ~ 4`'L . ~ ! 111 ALL UTILITIES SHALL BE UNDERGROUND.
$ ~ ~ a. \ n dd ~ i, j.~, `2.1 3~` Crfy a1f sr 3 z ~I ~ ~1 ~ ~ .-?iA a.a 3 ' ¢Y y,+~f~ ~ tea ~ „w i 12i STORM DRAINAGE PIPE SIZES ARE APPROJ(IMATE. SIZES WILL BE FINALIZED ON
z a ~ m a~ w-r ~-#p ' ~ ~ ga a ~ ,f~ r a°,~ _ ~».SUg 5(7 bar °'fe ~ ~ ~ i t~~I g ~.~1 ~ ~ ~ t a .p.'"°" "f p ~ ~ ;1d•1~ 2 s~1.k ~ S P `1 5~, u ~ ~f ~ r!tid.' 4f s ~ ~ ,~....d ~ 6~ £ ~ `t ~ S i ~ R .a. Y ~ `1 ~ ! ^'""p^ ~ q~+^~•: a~;~ g ~u 'a"~ ~;3e+'~.3~ :r r^ " t ¢ ~F i j Y d gg ~ $ S ':S ~ i 1 . ~ ~ 'dC' 1 a j 'b 4, A f E ~ 3, F ,r' 1 1 5° 5'~n ~'3^#~' ~ { a e, d `~~b~, cif. 0P F THE CONSTRUCTION PLANS.
F a~} ggg{ ~ ~ 3 ~ ` a 0 t i t ~ ~ II '~nm: S i w^ j . ~ '4, a 121 THIS PROJECT LIES WITHIN THE NEUSE RIVER BASIN.
8 3: ~ 5 ..3 ~ ~ ~ 5. l 'n:~a u9aatro a
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~ C
~ ~ g .`,rv;~,y ~
~ d ~ r' REVISIONS
a { bq ~ ~ ~ BY N0. DATE DESCRIPTION
~r~ b . ~ ~ a ~ ~ ~
a~~~~ ~ ~ ~ Q ~ D ~ ~ ~ _ . y6 i ( 4Jt 4 x F Vii.' a,, t
~ ~ "a s e ~ (
~ F ~ _ ~ ~ Est tk~ , >r ~ ~ ~ Jw, TC TOP. OF CURB ~ ~ ~ ~ ~ ~ ~ ~ 3,~ ~ tr~ .a
~ ~ ~ ~ ~ s ~1~~ ~ ~a~. TSW TOP. OF SIDEWALK ~ I _ ~ ~ ~ ~ i
~ ~ ~ ~ It~~~ ~2p ~ --66- EXISTING CONTOUR ~ ~ ~ 1a ~ ~ ~ ~ , , ~ ~ ~ ~ Y ~ =er.un ~ ~
~ - - ~ ~ ° , n, ~ ~ air ~ 66 PROPOSED CONTOUR ~ z, I ~ ~ , ~ DI DROP INLET ~mlr~~ ~ ~ o I ~ ~ 4 4 i'
tF r ~ CB CATCH BASIN ~ ~ ~ g ~
B FF FINISHED FLOOR ~ ~ ~ ~ a
~ ~ I NV INVERT ~ DRAINAGE AREA MAP
~ ~ ~ ~ x RCP REINFORCED CONCRETE PIPE ~2 ~ ~ LF LINEAL FEET ~ ~ ~ ° ~"~iI"~~`
MH MANHOLE ~
s ~ TOED TOP OF BANK OF DITCH ~ x
a ~ 5 TOBC TOP OF BANK OF CANAL ~ ~ ~ ~ ~t ~ ~~~~~~1111111111111tllllit//~~~~~
~ -x- SILT FENCE so'Riw 8 `~~~~~H ~ARQ ~/i~ WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
~ ~ `.J``~.) EXISTING WOODS LINE ~ - 9 L CLEARING LIMITS 14 32'eis 9' S' ~ ~ OWNER• KENNETH SMITH DESIGNED: WKM
-L-D- LIMITS OF DISTURBANCE SIDEWALK PAVING SECTION TO BE
P DETERMINED BY CBR TEST ~ " \ ER 1 FT. ~.k pER 1 FT. SLOPE ~4 PER 1 FT. SEAL
#PE16~ ADDRESS 3815 EMMA CANN®N ROAD DRAWN: Wco AYDEN, NC 28513
3'- 6"x 4" ~ CABC UNDER CURB. '••FN PHONE PHONE (~52) '746-2729 QQ?`~Q APPROVED: WKM
24"STANDARD CURB ~ GUTTER ~i,,,~qM K, Ma~~o
(CITY STANDARD 35.253 /~uai~oaai~o~o~~~~``~~~ DATE: 05/04/06
1 100' 50' 0' 100` 200' M~LPASS_& AS~QCLATES
1645 EAST ARLINGTON BLVD., SUITED , SCALE. 1 - 100 GREENVILLE, N.C. 27858
GRAPHIC SCALE 1"= 100` - WILLIAM K. MALPASS, P.E. iaez3 [phone]
SHEET 1 OF 1
M~ r~ 700.: 799~P776 Reed Branch ~ Church ~ ~c.~~t G n (W ~ nt~ru a (1 e) Kenneth th ~ 776cOn, din _ . ,_w ~ _ _ - _ - _ .~v. 9 ~P ~ Y J _ .rm, ~:.~.n . _ M..,~..._
1:25;56 PM 1/25/2007

COMPLETE T P NOTE: 0 AND COVER BOTTOM
SLIP EXTENSION WEIGHT LENGTH WEIGHT LENGTH WEIGHT VALVE BOX SHALL BE CHARLOTTE TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK,
UTL-274, VALVE BOX OR TYLER R S U T N H UST AT TYPE INCHES POUNDS INCHES POUNDS INCHES POUNDS PIPE SERIES 6855. EXTENSIONS AT Y S DIVIDE THE TOTAL FORCE BY THE BEARING VALUES OF
461-A 18-24 60 10 35 15 25 SHALL BE CHARLOTTE UTL-281 A 1 P . S . AT R PR 562-A 24-36 80 16 45 24 35 OR TYLER PIPE SERIES 6855. T S _R PR THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE
564-A 36-48 92 16 47 36 45 B BEARING AREA OF THE THRUST BLOCK IN FEET. K NG
664-A 39-6Q 106 26 63 36 45 TOTAL PQUNDS 8 3l8 3, 58 APPROXIMATE VALUES f OR VARIOUS TYPES OF SOIL ARE Y ~ LISTED IN TABLE. .
NOM. 71'2 PIPE DEAD 90° 45° 22 1/2° 22 1 /2
5 ~ DIA. END BEND BEND BEND «arar BEND BEND NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY • 1 "
6114 5 '2 i 4" 2,700 3,8 2 1 00 00 1+100 (2 OF THE DATA IN THIS TABLE DUE TO THE WIDE 1+100 530
5 1 ~ 6 .5,600 8,000 4,300 2,200 't _ VARIATION OF BEARING LOAD CAPABILITIES FOR EACH 29200 1,100 '
21~ 2 23~ 2 ~ 8 I I { 1 a SOIL TYPE.
3314 ~ I 8 9,700 13,600 7,400 3,800 I 3~ A I { i rr 6 8 ~ I 10 14.500 20,500 11,100. 5+700 3,800 1 +900 , •
15 I 5+700 2,900 • ,
A ~ 12" 20+500 29,000 15,700 8,000 24 1 8 , 000 4.000 ~ 3 . o ~ . ' " , 1 ) THRU L I NE CONNECTION, TEE BEARING LOAD
4~8 36 I ) 14" 27,600 39,000 21,100 11.000 11+000 5,400 4 ' ~ 2) THRU LINE CONNECTION, SOIL (LB./SO.FT.)
1'4 I 1 I 14 1 i I ~ i 16" 35,700 5, ~ 0 400 27 300 14 000, ' "'"r 14,000 7,000 CROSS USED AS TEE
i 1 i i A •--i---1----~-~. 1715'16 rr 18 44,800 63+400 34,400 17,500 ' 3) DIRECTION CHANGE, ELBOW MUCK ...................0 17,500 8+800
r 1 ~ I: 10 ~ ~ ~ 4) CHANGE LINE SIZE, REDUCER SOFT CLAY..........1+000 ' 5) DIRECTION CHANGE, TEE USED SILT ...............1,500
A ~ 20 55.000 77,800 42,100 21+500 16 I i I 1 i ( I u 21+500 10,800 5 ~ ' AS ELBOW SANDY SILT.........3+000
24 7$,500 111,000 60,000 31+600'. 26 I 1 I 1 I 31+600 15-,400 ~ 6 ' 6) DIRECTION CHANGE, CROSS SAND ...............4,000 y' ~ ,r a
~ 30 120,600 170,600 92,300 47,1OO~I 81~ I i I 1 47,1 23,6 • S Y Y......... , 00 00 U ED AS ELBOW SAND CLA 6 000 . •
11~ X 45° 2 I C I 4 , ~ r~ GUSSET i I I 1 36 172+800 244,400 132,300 67,500' •+•1~ 7l DIRECTION CHANGE HARD CLAY..........9+000 67,500 33,900
4 REQUIRED 30° ° I 1 I 1 42 233.300 330,000 178,600 91,000' 91,000 45.700
90 APART i I i, i i I 3 2 I 48 304.000 430,000 232,700 118,600' v~ rl 118,600 59+600
I ~ I o a
45 54 384,100 543,200 294,000 149,000 149,000 75,300 7 r
614 5 534 5'16 1 ~g 8 '16 5,8
7 65~ 1 16
a ~2 10 7
1014
R/W
STREET RIGHT-OF-WAY
OR AS NOTED ON PLANS R/W
VARIES 5` I 6' TYP. FIRE HYDRANT SIDEWALK
(PUMPER NOZZLE TD BE PERPENDICULAR TO STREET) i
CURB ~ \ / WATE 1„ 4„ WATER SEWER
NOTES. ELEVATION AS SERVI SERVICE SERVICE
SHOWN ON PLANS t1) C/L TO BE PLUMB. IF ADJUSTMENT IS CURB ~ ~ tTYE \ ~ tTYP) (TYP)
NECESSARY AFTER PRESSURE TEST+ ~ RETESTING MAY BE REQUIRED BY G.U.C. ~ ~ • . 8 • . ~ ~
n r 18 MIN. TYPICAL VALVE BOX ~ • ,C UNDERGROUND ELECTRICAL
24"MAX. (SEE DETAIL) t2) VALVE BOX SHALL NOT BE INSTALLED IN CURB AND GUTTER. . , • ~ I ~ ~ , I ~ E E 6 6' E ~ E E E
. FINISH GRADE I ~ I / I t
i \ v o ~ I KEEP LINE R/W--- - - - - - - - COPPER SERVICE TUBING ° _ p • v v . v v • v , ~ ' SLACK ~ v v ,i r, p r ~ r , r , ~ r , ~ ---R/W
~ v , v , o • e ° ~ , v • I v o.v.o. .v. I LENGTH AS REQUIRED " • ' ' ` ' 1 TUBING TO WATER MAIN , • ~ v , ~ r ~ ~ ,r ,r ,r
PROVIDE ROCK PP R RV KEEP LINE CO E SE ICE+ TUBING SLACK CORPORATION STOP PER WATER SUPPLIER S ' , p , v ' • p ~ a ' S , v ~ ; 0 ( SPECIFICATIONS 5' . ° ~ ~ o' • ° ~ • °j r,° 5 FOOT WIDE SIDEWALK'
SPILL AROUND LENGTH AS REQUIRED « LOCKED ~ TUBING NOTES: ~ ` • ~ • ~ rr ( ' ~ ~ ~ 0 v ~p p ' p p' v 1 TUBING TO WATER MAIN I ' •,q' 0 p r v~~ ' d r v~ 'v,v V~ p Q~
WEEP HOLES HYDRANT TEE CORPORATION STOP PER WATE I SPEC1 PER WATER SUPPLIER S t1) METER BOX TO BE FURNISHED AND INSTALLED BY THE UTILITY SPECIFICATIONS I CONTRACTOR. i
WATER MAIN I NOTES: - o I ( t2) SERVICE SADDLES SHALL BE USED ON AlL WATER LINES 4" AND SMALLER IN DIAMETER. VARIES IES ~
I i1) METER BOX TO BE FURNISF 9, 0 6" PIPE I CONTRACTOR. BE FURNISHED AND INSTALLED BY THE UTILITY I t3) SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER I , ( PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS s
• I I i2) SERVICE SADDLES SHALL E ' ' .v p , p Q ~ v ~ ~ I 4" AND SMALLER IN DIAME )LES SHALL BE USED ON ALL WATER LINES ~ 5.0 ~ OF AWWA C-900. CLASS 150. .ER IN DIAMETER. I t4) MINIMUM COYER OVER SERVICE LINES SHALL BE 24". i
..v v v ,v I t3) SERVICE SADDLES SHALL ~ NOTE. I I PVC WATER MAINS WHICH C )LES SHALL ALSO 8E USED ON 6" AND LARGER I (5) METER INSTALLED BY BELL ARTHUR WATER CORPORATION TINS WHICH DO NOT MEET THE REQUIREMENTS UPON APPLICATION AND PAYMENT OF FEES AND ACCEPTANCE s 2 FOOT CURB AND GUTTER SECTION
GATE VALVE ~ 5.0 „ OF AWWA C-900. class ~F UNFORMED ~ t4} MINIMUM COVER OVER SERV )0. CLASS 150. OF THE WATER SYSTEM. :R OVER SERVICE LINES SHALL BE 24".
SLOPE TOP OF CONCRETE CONCRETE I I t 5 } METER INSTALLED BY BELL TO PROVIDE DRAINAGE uPaN APPLICATION aND Pa .LED BY BELL ARTHUR WATER CORPORATION ITION AND PAYMENT OF FEES AND ACCEPTANCE.
FROM HYDRANT DRAIN. OF THE WATER SYSTEM. i SYSTEM.

R1/ICE ~OCATI0~1 AT SIDEWALKS
J
MANHOLE RING AND COVER
TOP OF PAVEMENT NOT FINISHED GRADE {SEE NOTES) ES.
1) WHEN INSTALLED IN PAVEMENT 2 0 ~~2 GROUT ~ MANHOLE TOP SHALL BE FLUSH
1-GRADE RING WITH PAVEMENT. MAIN TYPE CONNECTION COI~NTS COI~NTS MAIN TYPE c~lNEC7ioN c~11~NTS 1-STEEL SPIDER ASSEMBLY AS SHOWN SHOWN
TYPICAL MANHOLE STEPS (SEE NOTE) TAPPING IN ACC~tDANCE WITH THE MANUFACTURI THE MANUFACTURERS RECOMENDATIONS. TAPPING IN ACCORDANCE WITH THE MANUFACTURERS RECOI~NDATIONS. REQUIRED PER JOINT OF D. I . P. FARB I CAi ONE REO'D. UNDER THE CONNECTION. ABS TRUSS SADDLE MIN. 4" N0. 57 STONE REO'O. UNDER THE CONNECTION. AFTER BORE IS COMPLETE. CONSTRUCT . FARBICATE
t @ 16" 0/C ) 2 ) THE D I STANCE FROM THE TOP ABS TRUSS SADDLE MIN. 4" N0. 57 STONE REO'D. UNDE OF MANHOLE RING AND COVER Pvc TRUSS GASKETED IN ACCORDANCE WITH THE MANUFACTURI WYE MIN. 4 N0. 57 STONE RED D. UNDE THE MANUFACTURERS RECOMENOATIONS. GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. ONE REO D. UNDER THE CONNECTION. PVC TRUSS ~ MIN. 4" N0. 57 STONE REO'O. UNDER THE CONNECTION. SPIDERS AS NECESSARY TO PROVIDE STRUCT VIDE
SEE SPECS AND FINISH GRADE MAY VARY GASKETED IN ACCORDANCE WITH THE MANUFACTURI PRECAST WIDELY. tSEE PLAN) PVC SDR 35 WYE MIN. 4" N0. 57 STONE REO'D. UNDE THE MANUFACTURERS RECOMENDATIONS. GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOI~NDATIONS. STEEL DESIGN SLOPE THRU CARRIER PIPE. ONE REO D. UNDER 7HE CONNECTION. PVC SDR 35 WYE MIN. 4" N0. 57 STONE REO`D. UNDER THE CONNECTION. ENCASEMENT PIPE IPE.
ECCENTRIC CONE. FOR JOINT REQUIREMENTS RiW (1 " MIN. CLEARANCE )
DEPTH VARIES 3) EXTEND PIPE INSIDE MANHOLE Raw AS REQUIRED WALL 2 " DEPENDING ON P I PE vARIES 5' ~ R/W NOTE: ~ ~ NOTE: CLEAN-OUT tO 8E SET 1 TO 3 ABOVE CLEAN-OUT TO S T t' A V FINISH GRADE. BE E TO 3 BO E
FLEXIBLE SLEEVES AT ( SEE PLAN } S IZE. SIDEWALK POINTS OF PIPE ENTRY. ELK FINISH GRADE. 1 n MIN. IIN. STEEL ENCASEMENT PIPE
„ } (SEE SPECS.) D ~ - - CLEARENCE~ ~ TYP. CENTERLINE OF RENCE~ 8" x3~g" THICK STEEL PLATE
GROUT 4) MIN. (1) GRADE RING REQ'D. CHANNEL IN NON-PAVED AREAS. NO CURB AND GUTTER SANITARY SEWER FINISH GRADE CURB AND GUTTER FINISH GRADE (D. I . P. REQUIRED) ~ a STEEL PLATE SHOE
~ ti .ti'••. ~ PRECAST BASE GRADE RING REQ'D. IN PAVED PAVE~NT '~~~~*"4:f a ° ~c~, ~ °'^n~, r~ `sa 3,~ x~ PAVEMENT ~x ~ `~.`~'~°a ~ ~ t°~
( EXTENDED BASE SECTION SLOPE (1 PER 12 ) AREAS EXCEPT AS NECESSARY ~ , ~ z~°~ , FOR MANHOLES GREATER TO MEET FINISH ELEVATION. SANITARY SEWER (D. I.P. REQUIRED)
THAN 12' DEEP) 6 3' TO 5' ' ' 3 TO 5 DEEP DEEP
~ i MIN. 5 ) NO MORE THAN ( 2) GRADE COMBINATION WYE SCH 4O PVC DWV SEWER SERVICE PIPE AND BEND ~ RINGS SHALL BE INSTALLED. e IMBINATION WYE COMBINATION WYE a AND ~~88END SCH 40 PVC DAY SEWER SERVICE PIPE AND ~reBEND ENCLOSE WITH/8 3~4" DIA. x 4" LONG BOLTS W/HEX NUTS
4000 PS I CONCRETE 6 Q 1.0~ MIN. GRADE tASTM D-2665. D-17851 Q 1.O;L MIN. GRACE tASTM D-2665. D-17851 rr #57 STONE BRICK MASONRY 2 EA. SIDE OS SPIDER
12" MIN. CRUSHED °o s 100% COM A T 0 V~~1'c WEEP pats HOLE CONTINUOUS WELD
AGGREGATE BASE ° ° o o ° PIPE SIZE D scH ao Pvc V CASING S CTION SCH 80 PVC ~ "A~d'1X , . BOTH SIDES (TYP.)
LESS THAN 20" 4' - O" ADAPTER COUPLING ~ 22~~¢ BEND ~ 20 OR GREATER 5 - 0 zz],~ I ID STUB OUT t' PAST WYE AND ADAPTER COUPLING / 221~~ BEND STUB OUT f' PAST WYE AND INSTALL SOLVENT WELD CAP 22 ~ INSTALL SOLVENT WELD CAP NOTE
UNDISTURBED GROUND 30" OR GREATER 6'- 0" + ~57sTI TO BE I tti57 STONE i ~ ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS TO BE INSTALLED ~J57 STONE
1 ~ UNDER ; UNDER SERVICE PIPE ~ ~ UNDER SERVICEEPIPE COATED AFTER FABRICATION.
i SEE ABOVE CHART ,I sEE AaovE CHART STEEL ENCASEMENT TO BE INSTALLED IN
SAN ARY S S W R E VICE ACCORDANCE WITH PLAN. ALL REVISIONS VICE T AIL S Y N S A EW RICE DETAIL AND MODIFICATIONS REQUIRE PRIOR APPROVAL. END ELEVATION
(WTHSIDEAK) WL ELK ) (NO SIDEWALKI
F /BORE DETAIL
s
NOTE:
INVERT FOR SERVICE LINE IN MANHOLE DLE
MANHOLE RING HANDLED SAME AS CARRIER PIPE.
AND COVER.
FINISH GRA (SEE NOTES) TOP OF PAVEMENT NOTES: ED DE
STEEL TROWL FINISH 1) WHEN INSTALLED IN PAVEMENT 1" PER 1 .FOOT 2 0 ~~2 GROUT
~ MANHOLE TOP SHALL 8E FLUSH
1-GRADE RING WITH PAVEMENT. TYPICAL MANHOLE STEPS (SEE NOTE) REVISIONS
2) THE DISTANCE FROM THE TOP t @ 16 0/C ) BY N0. DATE DESCRIPTION
OF MANHOLE RING AND COVER SEE SPECS FOR JOINT REQUIREMENTS ' ' AND FINISH GRADE MAY VARY ~ y ~ • WCO 1 08/28/06 REVISE SEWER
PRECAST (CONCENTRIC ON LESS THAN 12.1 ~ . WIDELY. (SEE PLAN) ~ ' ECCENTRIC CONE ( . • F-- FINISH GRADE
9 1' DEPTH VARIES 3) EXTEND PIPE INSIDE MANHOLE v, v, a. i / ~ a, ~ i
FLEXIBLE SLEEVES AT AS REQUIRED WALL 2 DEPENDING ON PIPE • ~ / FINAL.
POINTS OF PIPE ENTRY. tSEE PLAN) SIZE. fSEE SPECS.) "D" BACKF LLL
4) MIN. t1) GRADE RING REQ'D. GROUT i
CHANNEL IN NON-PAVED AREAS. NO r 2 -W Y 4 GRADE RING REQ D. IN PAVED I 4-WAY -
SLOPE (1" PER 12") AREAS EXCEPT AS NECESSARY S RAIGHT INT RS CT NT R SPRING 1 r rr ~ 1 -Q IT R INITIAL LINE SELECT C ION.
PRECAST BASE TO MEET FINISH ELEVATION. NOTE: BACKF ILL BACKFILL 1
~ 5) NO MORE THAN (2) GRADE WATER & SEWER DETAILS
~ ~ ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONFORM RINGS SHALL BE INSTALLED. 4000 PSI CONCRETE-? 6 INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL ENTERING E _E CONFORMING TO THE - HAUNCHING i _NTERING BRANCHES AND GRANULAR EMBEDMENT ZONE
CHANGES IN DIRECTIONS SHALL BE FORMED BY A CIRCULAR CURVE IN 12 MIN. CRUSHED 00 CURVE IN THE INVERT (N0. 57 STONE BEDDING)
100% COM A T 0 „ „ OF AS LARGE OF A RADIUS AS THE SIZE OF THE MANHOLE WILL PERM] AGGREGATE BASE ° o ° PIPE SIZE D IN SIZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY AN[ ~YIL PE T. BEDDING (4 MIN.) L RMI CHANGES )DALLY AND EVENLY. THE
LESS THAN 20" 4`- 0" INVERT CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRETE OF 1 tMAY NOT ,.RETE OF THE MANHOLE FOUNDATION BE REQ D.l STONE TO BE THOROUGHLY 1 1 1 1 1 t 1 1 N I I l i I N y l l/// j~
~ 20 OR GREATER 5 - 0 BASE OR SHALL BE BUILT UP WITH BRICKS AND MORTAR. THE FLOOR ,a , ,d , OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD 1 -IE FLOOR OF THE MANHOLE TOWARD THE CHANNELS COMPACTED UNDER PIPE CARD WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
UNDISTURBED GROUND 30 OR GREATER 6 - 0 NOT LESS THAN ONE INCH PER FOOT, NOR MORE THAN TWO INCHES PEF INCHES PER FOOT. `'~Q•''O~~f©''°•.;q% OWNER KENNETH SMITH ° Q~ ~ i DESIGNED: WKM
~ ADDRESS 3815 EMMA CANNON ROAD #PE16~3 ~ AYDEN, NC 28513 DRAWN: JHT
V IFI Y ~A P ,
S AND PV S USPIP °''.•FNGINE~~,.•'~~~ PHONE PHONE '[phone] . ,••~•~•°°°°°e~~```~ APPROVED. WKM
a?iuou~~ltn MALPASS ASSOCIA'T'ES DATE: 2/10/06
a'~~ 1645 EAST ARLINGTON BLVD. SUITE D G2~~--., GREENVILLE, N.C. 27858 SCALE: NTS
WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET 11 OF it
. _ M~~d n 700. 799~P77~ --Reed ~rc~nrh g Church ~~c~ft t n { W ~ n~erV r°~h~l e~~Kenr~eth Sm~ th 7~6cor~. c~ ~ _ , _ _ _ , _ ~ _ 9 ~P P y ~ 9
1.38 ~ 50 PM 1 /25/2007
~ _ . . ~ _ _ _ . _ _ _ _ m . _ . _ ~ .

CAPITOL FOUNDRY
EI-840.03 PATTERN N0. 1523
USE ON OR APPROVED EQUAL FRAME, GR~ E „ „ „ „ 6 FLAT GRADE 8 6 =RAME, GRATE AND HOOD NOTES: NOTES:
„ #4 V BARS „ „ „ X 3 6 #8 W BARS EQUALLY SPACED 2~• AND UNDER „ „ EQUALLY SPACED 1) MORTAR JOINTS THICK CLASS "AA" C T 1. SEDIMENT CONTROL STONE 2 $ ONCRE E TO BE USED ROL STONE SHALL BE N0. 5 OR N0. 57.
2 12 3 S 1 2 - - _ 12 2. WIRE MESH SHALL BE HART LL BE HARDWARE CLOTH 23 GUAGE MIN.
BACK OF CURB- - - ~ DEPRESSED Y Y 2) THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. AND SHALL HAVE INCH g a 8„ 8„ E i~a INCH MESH OPENINGS.
t" ~ff A 8' i i i ~ GUTTER LINE H' 3) ALL CATCH BASINS OVER 3'- 6" IN DEPTH SHALL BE PROVIDED 3. TOP OF WIRE MESH SHALL ESH SHALL BE A MINIMUM OF ONE FOOT BELOW
R ~ R 4 i iii „U" BARS 3- 0 3- 0 B H' WITH STEPS 1`- 2" ON CENTERS. THE SHOULDER OR ANY DI1 OR ANY DIVERSION POINT.
F i iii EQUALLY D 4) CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO 4. STEEL POST SHALL BE 5 f ALL BE 5 FT. IN HEIGHT, BE INSTALLED MINIMUM, AND BE OF THE SELF-FASTENER
~ ~ SPACED 6 EL VAT N BRICK WILL BE PERMITTED. 1.5 FT. DEEP MINIMUM, a ANGLE TYPE. o0
NORMAL CURB AND GUTTER X 5) FOR 8'- 0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'- 0" IN O 0 5. WOOD POST SHALL BE 6 F' LL BE 6 FT. IN HEIGHT, BE INSTALLED
S ON LIGHT GRADE 3 HEIGHT USE 12 WALL TO 6 - 0 FROM TOP OF WALL, AND 8 o TO 1.5 FT. DEEP MINIMUh 00 WALL FOR THE REMAINING 6 0 0 EP MINIMUM, AND BE 3 INCHES IN DIAMETER.
AN SE TI( SE TION X-X ° 0 0 6. POST SPACING SHALL BE l SHALL BE A MAXIMUM OF 4 FT.
TOP F ABPA N 6) LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER. O o 0 00
5'- 0" 5`- 0" 0 0 0
00 0 0 0®0°000®000®°po0o
E I FLOW 0 0 ~ 0®0000°0 0 00~~0
`I ~ ~ „ ,r u #8 "W" BARS ~ I~~' 6 8 6 0 °0 o 0 0 0 0
#4 "V" BARS 12" DEPRESSED CURB LINE 5'- 0" - 0 6 0 ,p•vv~ • .~v•, :v v 00 po Y A o : • A
6" DEPRESSED 4 „U" BAR - ~ o a~ v o o e, 00
S CUR B LINE 1 e-A--~ 1 s• . Q v, 2 R a STEP a 0 0 v 00 0 0 o O 0
$ 8 6 z P H AN 6 „ 8 8 o v , Hz g 0 ° , , 0 0 o
- 1 2 CURB AND GUTTER W/CATCH BASIN I ~ S IN B o o ? 'STEP E Q ° Op a' = p0
ON STEEP GRADE OUTLET D 0 0 p; s e G H 0 p v v 0 00 o O
6 " ~ E H, O D o • o 00
NORMAL #4 r' G TT „ „ ON 1 p U ER H 00 D 0 OO
U BARS USE 6 „ E MAX. LINE EQUALLY GRAD [r ° „ O 0 0 4 WIRE MESH H 000 1~4' WIRE MESH O 0®
6 S Y-Y SPACED 2% pND OVER 3 3 " o 0 00OoOO 0®®000000000
„ _ r, 0 ~ 00 0 O 0 0 ° 000 00 ° 00 0 0 00Q0 0 00~°00
- 6 6" 6° ® o 0 i 0
,,;.,~.:__,:.~_T ~ DEPRESSED GUTTER LINE „ T - ON J ~ - 12 5 0 O o ON J -J ND E VAT 0 - ° SE TION M M SI DE ELEVATION 4,_
1 ~~2„ ~ WHERE 30„ F O 0 SEE NOTE FOR 1, d I/ 0 ° WHERE 30 TO 36 PIPE IS USED WHERE 42 TO 54 PIPE IS USED 0 POST DESCRIPTION s 'T I ON MAXIMUM
0 Oo 0 , POST
S S VATIO 0 2 0 2' SPACING i
NORMAL CURB AND GUTTER SEDIMENT CONTROL SEDIMENT
E- ON STEEP GRADE E , STONE 2 CONTROL
FLOW E 0 FLOW FLOW STONE 2~ ~ 12"
I I ° I I I I e ~ ~ ~ ` I I ~
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN i I I J
DIMENSIONS OF BOX AND PIPE COVER REINFORCEMENT CUBIC YARDS BRICK MASONRY J I B • • AVERAGE BOX • • J I J 1-- D MEN ON r~ I S I • • _ • AVERAGE BOX DIMENSION
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL OF CONCRETE IN BOX H~ I D A B C G MIN. H' Ha F E F N0. LENGTH N0. L N0. L LBS. TOP SLAB FLOOR TOTAL CU. YDS. PER FT. OF HEIGHT ~ ' A VARIABLE F M ~ M 1.5 1.5` VARIABLE 1.5' 2.0'
2 6 0.281 0.281 0.802 I I A F ~ g 6„ 6,,
18" 3' - 0" 2' - 2" 2 10" - - - 0.321 I 0.281 0.281 0.909 , I FILTERED ~T 4T-- FILTERED
„ „ ABOVE MINIMUM H ~f~ 24 3 - 0 2 - 2 3 - 4 - - 0.281 0.281 1.070 WATER I i WATER
30u 3,_ Q„ 2,_ 2n 3,_ 4n n n n r_ a r_ r~ u 3 2 1 10 4 4 4 1 6 3 4 1 3 4 1 45 0.147 0.374 0.521 1.306 i I I I I I
2 3 10 3 8 ~ 2 4 4 4 4 2 0 4 4 1 3 4 1 49 0.187 0.415 0.602 1.586 u a a a r_ u ~ a n u , n , rr 0.321 42 3 0 2 2 4 5 4 4 tiP 2 1 3 6 4 1 9 3 3- 3 3 3- 3 38 0.135 0.373 0.508 1.811
z u r_ r~ a a r_ a a r_ a a a ABOVE H 48 3 0 2 2 5 0 4 10 JP 2 8 3 6 4 2 6 4 3 3 3 3 3 40 0.173 0.410 0.583 2.146
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 0.659 2.510 LAN AN - -Y SECTION A-A
NOTE:
UNITED STATES FOUNDRY - INSIDE BOX DIMENSION 2 x 3 AL FLOW MULTI-DIRECTIONAL FLOW
USF 4105-6220 FRAME 8~ GRATE OR APPROVED EQUAL
FINISH GRADE
Q , p V v•p ~ .p v ,p v ~ , v .v, v ,
u u STORM PIPE p o H
DRAIN o 0 0 0 0
0 o d 24"
- o o Oo o „ „ 0 0
o CLASS B 0 o RIP RAP i _ p _ o0 0 ~ 8" BRICK WALL INLET SEDIMENT TRAP TYPE °°C'°
Q 0 s. 0" MAXIMUM ,
O Oo 0 5' SO (TYP) TYP1 0 0 TYPICAL SPACING 8 - 0
FLARED END o 0 0 0 0 ~ 0 0 0 PIPE 3000 PSI CONCRETE SLAB
SECTION 3
t . , t . ~ ~ v' v' • „ ~a ,p v~o ,p o 'gyp v V p v
STEEL 0R SILT FENCE S TF $ v v v v , IL ENCE ' .•t, ~ .•t,
A WOOD POSTS f~
, x 3 - 10
FLARED END SECTION DD
.L.., ~0
WIRE FABRIC
SILT FENCE
F CpW GRADE VARIES a
C I / ® NE r ~ Oo 0 I
T 0 ~ \ i O.O2IMIN. ) O.OSi MAX. l
~ o ~ CLASS B r i O.O4lNORM.) SI<~MAI t S . )
RIP RAP ~ PAN VI W \ ~ ~ ~ ~ ~ ~ ~ i~ / ~ ,e~ ,e, r, ,r,e,e ,e, e, A B UTILITY STN1P
FILTER ~ ~ ~ I I ~ ~ I ~-SEE SECTIO I? I ,I iI -SEE SECTION A-A I I DROP CURB O.O1lMIN.I STANDARD O.O4II~AX.I ~ .
FABRIC STEEL OR WOOD POST {TYP) I FOR TYPICA (MAX. 8'- 0" 0/C SPACING) ,FENCE INST FOR TYPICAL SILT ~ I I i ,FENCE INSTALLATION. CURB d GUTTER OR N CTABLS (}•O2tNORN.i 4 ROLL CURB
~5~p~'~ ISEE PLAN) I
EROSION TYPICAL POST SPACING SEED BED PREPARATION O~~g'~~•~ _ _ _ _ _ _ ~ 12:1 NAX• RAt~ _ _
WIRE I I CONTROL FABRIC - FABRIC i IN ' X
3'- 0" EROS1 EROSION SECTION B-B
HEIGHT ( I CONTE EXCEPT FABR CONTROLi LIME ---------------------------------------2 TONS/AC. FABRIC ~ ti A+
AROUND INLETS ! ( i 10-10-20--------------------------------1,000 LBS./AC. •
1'- Err i 0-20-0 -----------------------------------500 LBS./AC. 0 s'-o' i STRAW MULCH ---2 TONS/AC. SIDEWALK s'-0' 3',4" 6`-0" TOP OF ELEVATION THAN I]'ION M~ TRAN5IrI0~l CURB
MAX HEIGHT I 3'- 0" AT INLETS i I UNLESS ?N1E55 ~ (AFTER SEEDING)
TO ALLOW I I OTHERWISE FOR OVERFLOW ( I FILL NOTED OTHERWt SE STEEL OR WOOD POST NOTED ~ (MAX. 8'- 0° 0/C SPACING) ASPHALT TACK 200 GAL. /TON P`'~
" EXPANSION JOINT I 1 WITH ON PLANS 2 I 1 EARTH ON PLANS ~ OF MULCH P YARIABLE SLOPES NOT UTTER TO EXCEED 12:1 (8.33x)
r~, FIL SECTION A-A
~ WIT f r d'~ i ~ r " EAR' WITH i SEEDING MIXTURE EARTH ~
..i 1 ( - 0 M / i I I I H ' tFEBRURARY 1 -AUGUST 30l
1 ~ ~ y ~ t r I I 1 1 1'- 0 ~,_o„~ s V TALL FESCUE -----------------------------50 LBS./AC.
0 ,,,..i t r I I ~ I TYPICAL { ~ ~ i/ i/ ~ PENSACOLA BAHIAGRASS ---------------------10 LBS./AC. ISOMETRIC VIEW EXPANSION
~ I 5 " I ( DROP ( i ~ ` 3 - 0 I 1 INLET ! I ~ tr v KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS./AC. ~i JOINT NOTE: A PORTION OF ONE OR BOTH RAMPS
MIN ( OR I BURY I CATCH I 1'- 0"I ~ NOTES: I ~ (M,~iY 1 -AUGUST 31) 7. DETECTABLE MRRNING D~.ffS SHALL NG DOMES SHALL COVER 2'-0' LENGTH AND FULL WIDTH OF THE MAY EXTEND OUTSIDE THE RETURN.
I I i I BASIN ( N u } II II ~ ~s~- o° TALL FESCUE 50 LBS. SAC. RA1P flOgi p5 SHOMN W! THE DETR I ~ 2. OBTAIN 70% CONTRAST VISIBILITY DWN ON THE DETAILS. ~ EXPANSION AST VISIBILITY WITH ADJOINING SURFACE EITHER LIGHT-ON-DARK 2'-0 JOINT
~ ~~n 1 1 l l 2 EXPANSION JOINT I i r I 1 ~ ~ BLIRV WEEPING LOVEGRASS ---5 LBS. /AC. OR DARK-ON-LIGHT SEQUENCE COVER SEQUENCE COVERING THE ENTIRE RAi~'. . •
t r CURB & GUTTER I I o o• ~ ~ 9''• ' . ~ ' : • • I 1 ~ ? , TYPICAL SILT _SILT KOREAN OR KOBE LESPEDEZA (SCARIFIEDI______-- 50 LBS./AC. H AREA IS YARIABLE ~ SIDEWALK
t r 1 I , I FENCE SECTION ,,...i r ~ I I j i BROWNTOP MILLET - 25 LBS• IAC• RiUP WIDTH AREA IS VAft[ ECT I ON i ,
r -I t r (SEPTEMBER 1-JANUARY 31) OO O O O O Q ~ D O 5' 0 0' W5A6' 5 8' 5.0'~ BASE DIA~TER 6' 0.0' 6.8' 6.8' 6.0'~
FRAME+ GRATE b HOOD TALL FESCUE -----------------------------60 LBS./AC. 0 0 0 0 0 0.90 R TO 1.40 R , , O 0 O o Z 0.0 7.8 i.3 6.5~
t SECTION A-A KOREAN OR KOBE LESPEDEZA (UNSCARIFIED) ------60 LBS./AC. ~ O O O O O TOP DIAMETER OF NO LESS 8' 0.0' 8.8' T.3' 6.5`~ P THAN 50x TO NO ARE 5' 2.0' 7.8` T.8' 5.0' ti
e,. • • ~ RYE (GRAIN)-----------------------------25 LBS./AC. 4 0 0 0 0 0 O UO Q THAN 65x OF THE. BASE 5' 2.5' 8.3` 8. t' 4.8' DETECTABLE DtAI~TER 5 3.0 8.8 8.3 4.4 WARNING .
2 Z ~C E D E TA I L FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC. SERICEA LESPEDEZA ~ O O O O O O O O 5' 3.5' 9.3' 8.4' 4.1' DONS
tpg~E p1) VpR p 20' AND 15 LBS. WEEPING LOVEGRASS. 5 4.0 9.8 8.6 3.8 5' 4.5 10.3 8. T' 3.4
E S1 ISM o. • 7o pr55; ~t 5 5.0 t0.8 8.9 3.1
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PLANTINGS i CONCRETE B =DISTANCE FROM FRUIT EDGE OF SIDEWALK EXPANSION TO BACK POINT ~ 12: t t 8.33x} SLOPE. PLAN VIEW JDINT
ON BERM PERMANENT SEED I NG SCHEDULE ~ BACK Of SIDEWALK DROP REQUIRED FOR ALL DUAL RAMPS
DETECTABLE WARNI( 5' SIDEWALK SLOPES. ANY RADII WARNING DOMES BACK OF SIDEWALK DROP REQUIRED fOR t40"MIN. FLOOR WIDTH)
SIDEWALK SLOPES 0.04.
DRAINAGE EASEMENT (SEE PLAN FOR WIDTH)
STANDARD WHEELCHAIR RAMP
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BY N0. DATE DESCRIPTION
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24 DRAINAGE, GRADING & PAVING DETAILS
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.4 • • • p. .0. ta•,.QOF~jo~•:, QWNER~ KENNETH SMITH DESICNEO: wKM
, .Q
. / ° ~ .O e e ~ SEAL
24" CURB AND GUTTER 24" CURB AP 4" CURB AND GUTTER ~PE168~3 ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT AYDEN, NC 28513
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~s"uair"iui"°a MALPASS & ASSOCLATES _ DATE: 2/10/06
ENTRANCE _ _ ' 1645 EAST ARLINGTON BLVD., SUITED scA~E: NTS
GREENVILLE, N.C. 2'7858
WILLIAM K. MALPASS, P.E. 18823 [phone]
SHEET 10 OF 11
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a A ~ `~O~'~N,.,,,,RQ WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
~ a~ ~~?;'~p~~SSIQ,~•'.` OWNER KENNETH SMITH DESICNEO: WKM •Q
SEAL
~PE1 ADDRESS 3815 EMMA CANNON ROAD DRAwN: JHT
AYDEN, NC 25513
~''••.FNGp~~~,•''~~~~ PHONE PHONE [phone]. APPROVED: WKM °~~~~~qM it. M~`
, , - ~////~S~~~I~Ilf~11`~~~ DATE: 2/9/06 . MALP.ASS & ASS~.~~LATES
4i 40' zo' o, Qa, 80, _ i!~ 1645 EAST ARLINGTON BLVD., SUITED SCALE: 1 50'
GREENVILLE, N.C. 27858
GRAPHIC SCALE 1"= 40' ~ WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET 9 QF 11
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\ ~ gg ~.a~y~i a 20,158 SF f~ _y t e / ~ ~ ? FES "i ? O. ? ~ , f ? , :'.a1~ a "`e' t .p ~r n y,'.'' ..7~. ~ , ~ 48.50 ~ ~ ~ a x / r ~ ~ l \ ~ ~ w,t. ~ ~ ~r ~ \ ~ `D18 / i ~t , o s. ~ 1 ~ / ~_t .a a , , /
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K ~~~~~~~~~a~~llu,~~~~uat,,,,,~ `~~~~~N CARQ WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA

~'1:•QQ OWNER KENNETH SMITH DESICNE~: wKM
SEAL
#PE16~ ~ ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT
L AYDEN, NC 28513
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~ ~ ° y ° 1) STORMWATER ETLAN T ~ ns W D O SERVE AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. WHEN ALL UPLAND AREAS ARE STABILIZED ~ / ; f,; P k ; fJ A \ \ b+ ~ p w~,4 ~ § sui SEED BED PREPARATION
3, ~~A , THE WETLAND WILL BE MUCKED OUT. THREE TO SIX INCHES OF TOPSOIL SHALL BE SPREAD OVER WETLAND AREAS AND F i NE GRADING TO / q z. ~ ~ ~ ~ O
, DESIGN ELEVATIONS WILL BE COMPLETED. ~ ° s' / rs ~ - e ~ a. , ' x s""~ ~
f ~ ~ . ~ ~ ~ ~ ~ LIME ------------------------------------------------------------•----------------2 TONS/AC. 10-10-20 ..................................................-------------1, 000 LBS. /AC.
2) VEGETATION SHALL NOT BE INSTAL D U T ~ a t~~~ LE NIL ALL UPSTREAM AREAS ARE STABILIZED AND SEDIMENT HAS BEEN REMOVED FROM BASIN / ` ,r ~ ~ ~ ~ 6 . ; ~ ~q J T 0-20-0 500 LBS. /AC.
i 4~ ~ ~ l rE STRAW MULCH 2 TONS/AC.
3l VEGETATION SHALL DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200 MILES OF THE PROJECT SITE. / ° , o..,- / _ / ~ ~ sc ~ ; ` ~ ~ 6 0 o ~ r~ ,.:~~,a \ w (AFTER SEEDING )
4l MARSH PLANTS SHALL BE INSTALLED IN MASSES OF 50-150 INDIVIDUALS OF THE SAME SPECIES APPROXIMATELY 24 ON CENTER. 9 r ~ ~ ~ `F 3 ~ t~ ~ ~ ~4. ASPHALT TACK 200 GAL. /TON
` ~ .^{N ~ OF MULCH
5) MARSH PLANTS, GRASSES AND FLOWERS SHALL BE GROWN IN CONTAINERS OF 4.5 CUBI S Y. S C INCHE OR GREATER CAPACIT SHRUB SHALL BE GROWN IN s 1 t a~ ~ ~ ~ t ~ ~ ~ ~ ~ SEEDING MIXTURE
CONTAINERS OF 170 CUBIC INCHES OR GREATER CAPACITY (GALLONSI. f . /
a~~/ f ;i ° ` ~~I gg fi ~i 5 (FEBRURARY 1 -AUGUST 30) ..w.. TALL FESCUE 50 LBS. /AC.
i° 6) THE WETLAND SHOULD BE DRAINED AT LEAST THREE DAYS PRIOR TO THE EXPECTED PLANTING DATES. / ,t/ P; ° a Y 3 tc~ z~ .-r 'R. 'S g ' c PENSACOLA BAN I AGRASS 10 LBS. /AC.
x/ 'r / ~r ~ ~ ~ \ KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS. /AC.
7) MARSH PLANTING SHALL OCCUR BETWEEN MARCH 15 AND JULY 31. ~ ~ i h ~ /
~ F 8) LOW LAND SHRUBS SHALL BE INSTALLED I N MASSES OF 8 TO 25 INDIVIDUALS OF A S I NGLE SPECIES. ~ rl € ~ ~ ~ ~ ~ • • • ~ • • • o ~ ~ s d ? yd ~ ~ ~Q h° 3a~ ,a~ ~ (MAY 1 -AUGUST 31 )
~r ~ r ~f / TALL .FESCUE 50 LBS. /AC.
~ ° ' 9) LOW LAND GRASSES SHALL BE INSTALLED IN MASSES OF 50-150 INDIV A ~ 'r I DU LS OF A S I NGLE SPECIES FLOWERS ARE TO BE RANDOMLY INTERSPERSED / y`~~ So 3 ~ ~ ..it' II ?L°' Y ` ~d ~ 0 / ~ ~ ~p ~'a, h WEEPING LOVEGRASS 5 LBS. /AC. h / KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS. /AC.
~ 3 ;4 a'~ ~i ~ ? l ~ ~ ~ ~ .~.G~,<~, x / ~ ~a / / x ~ ~ . . / ~ a~ BROWNTOP MILLET 25 LBS. /AC.
10) LOW LAND PLANTING CAN OCCUR ANYTIME OF YEAR, AS ~ x` ~ ~ ~r e LONG AS THERE IS ADEQUATE SOIL MOISTURE. ~ . 44
,t 13: - - ~ ~ ~ ~ $ , '4 h, (SEPTEMBER 1 -JANUARY 31 )
11) CONTACT COASTAL PLAIN CONSERVATION NURSERY, INC. (252 ~ ~ ~ ,~rv 482 5707) FOR FURTHER INFORMATION ON PLANT SELECTION, AVAILABILITY 1 `L a0" t 'e TALL FESCUE 60 LBS. /AC. k KOREAN OR KOBE LESPEDEZA (UNSCAR IF IED) 60 LBS. /AC.
AND INSTALLATION. ' ~ ~,wd / t~ ~ a~. " ~ ~ RYE (GRAIN) 25 LBS./AC.
/ , / ~ / / ~ ~ _ ~ ~ ~ ~
<I'`.,, ~ r'' t r , ~ ~ ` ~ s a` v°Sa r. ~ d y ~.,,a~r0 UP~A~1D AREA SEEaI~IG
;r/ / ~ ~ `r. ~ - .9 ~ O 7 / ~ ~ ~ ~ ~ a''~ r`" y ~ ' a ~ /
/ ~r! ~ LOW LAND CELEV. 48.00 48.50) SURFACE AREA 4,378 SF ~ , , (r~ ;r , R` N ® r'/ D a e 5 ~ ~ ~ ~ ~ / t ~ ~ ~ `'9 ABOVE ELEV.. 48.50
' f/ ~ / ~ V .s~ n
20/. SURFACE ARE _ SF ~ 876 ' % / A 876 80% SURFACE AREA - 3,502 SF / _ / GRASSES & FLOWERS C~ 1 O.C. CAVG) ~ ° i jf w= r ~ ~ ~ ~ ~ ~ ~ ~ ~
219 SHRUBS ~ 48" O.C. CAVG> ~ F / / ~ s,. ° /f~ /~o fi ~ f ~ ..m~~~ ~s 4 ^o a'` ; 1 ~ d x ,r a ~ 5d e. } ~
QTY COMMON NAME SCIENTIFIC NAME QTY COMMON NAME SCIENTIFIC NAME ° ~ ~ ~ ~s y~" / / ~ ~ A '°i , ~ a t 4 ~ ~ Jli i ~ s .~3
45 RE H Y D C OKEBERR ARONIA ARBUTIFOLIA 125 LONGHAIR SEDGE CARER COMOSA ° ~ t / ' ~ I ~ 1 7 ~ 9 \ ~ e h ~ / 3 '"d a° ~ i / P'y 'k "S I ~ ~ 'i i g °a
4 ~ ~ ' x 5 BUTTONBUSH CEPHALANTHUS OCCIDENTALIS 125 BLUNT BROOM SEDGE CARrX TRIBULOIDES ° . / ~ / ~ ~ / / E ~ ~ i i ~ ~ ~ # 3w r
45 WAX MYRTLE MYRICA CERIFERA 125 BOG RUSH JUNCUS BIFLORUS - ~ l 3 4 ~ ~ 9 x. N
45 .STIFF DOGWOOD CORNUS FOEMINA 150 SHORTBEARD PLUMEGRASS SACCHARUM BREVIBARBE ~ ~ e f ~ Q ~ 8 ~a ~
~~l ~ ~ P ~ 6 39 ELDERBERRY SAMBUCUS CANADENSIS 150 WOOLGRASS SCIRPUS CYPERINUS ~ fi ~ ~ ~ ~ ~ ~ ~
~ r 219 PATORIUM S S r`; t` 3 ~ ' 60 TRUMPETWEED EU F I TULO UM , r ,N t ®y s
~ TO ~ ROSEMALLOW HIBISCUS COCCINEUS e~ ~ ~ p~ ~ ~ ~ ~ ~ .,r / Y A O i I/ r
} ~ fi Y 71 CARDINALFLOWER LOBELIA CARDINALIS '~,F r ~ ~ ~ ~ ~y { I , t ~ ~ ~ ~ ~ ''na ~ d ~ ~ C 1 ti r's~Y~ f b B
876 ~ ~ ~ ~ ~ s 'S ~ ,3 7i
/ ~ ~ ~ e ~r. - ~ f ~ f s ¢ • # - i ` iC~ 4, r~, (std ~ r +,6~f~~, ~ ~ c~ ~ _ ~ a
HIGH MARSH (ELEV. 47.25 48.00) ~ ~ ~ ~ ~ s
SURFACE AREA - 2 726 SF 682 PLANTS ~ 24" O.C. (AVG) / ~ ~ ~ ~ a ~ ~ ~ rye. ~ r s ' . yY i
QTY COMMON NAME SCIENTIFIC NAME SIZE =y,., ~ ~ ~ ) ~ . 5~ j ,a ,P'.r ~ i
150 COMMON RUSH JUNCUS EFFUSUS LARGE PLUG ~ ~ ~ Q / ~ ~ ~ ~ ~ ~ ~ ',3 ~ SEDIMENT ~ ~
Q ~ 150 DUCK POTATO SAGITTARIA LATIFOLIA LARGE PLUG ~ ~ 1'~ a l ~ ~ ~ ~ ~ ~ ~ ,rte^, ~ ~ ~ ~ ~ / ~ ~ ~ DISPOSAL /
1 Y s ~ 3 50 JOE P E WEED EUPATORIUM FISTULOSUM TUBELING 3 ~ ~ f g "fie `b,w ~ ~ s ~5" II e gig, ~ ~ k R ~ ~ 200 SF) l
150 PICKEREL WEED PONTEDERIA CORDATA~ ~ LARGE PLUG ~ r+~ L 9 ~ am, u' ~ ~'0
82 ROSE MALLOW HIBISCUS MOSCHEUTUS TUBELING ' ~ ° ~ ^ti ~
TOTAL 682 I ~ ~ ~ ~ y ~ i
~ ~ ~ LOW MARSH (ELEV. 46.5 - 47.25) ~ tai ~ ~ p sa 4°t. y ~ :s'w,a ,y'r ~ .f y' j,rs 'S',°y~ i f / ~ ~ ~ ~ ~ C / ~ ~ ~ /
SURFACE AREA - 2,892 SF ~ 723 PLANTS ~ 24 O.C. (AVG} ~ ~ ~ ~~t ' ,
~ ~ QTY COMMON NAME SCIENTIFIC NAME SIZE 3 2a I ~ 4 ~ ~ ~ ~ Y,..A 9 qq ~ ~ ~ . I N V 48.6 D ~ l
~ ~ - 125 WILD RICE ZIZANIA AOUATICA LARGE PLUG ~ ~ r~ - ~ a0 "'u T`a tYk 3 ~ ~ ~ i {`7;+`~ ' N q~4.~ ~1 ~ 1 . .}y ~S ~y5~~ ~ h/ Fin ~k ¢ ~S ~ h. .l~ iv,~' ~ S p/
a ~ ' 125 WATER MILLET ZIZANIOPSIS MILIACEA QUART ~ g 'a / ~ ` i 3 4 a*''v a ~ ~ , ~ Obi r a+.,~ t r,. i~ ~a ~ i # W ~ ~ . ~
~ ~ ~ ~ ~ 125 LIZARD TAIL SAURURUS CERNUUS LARGE PLUG ~ ~ ~ °t ~ FOREBA Y _
~ 3~ g 125 BLUE FLAG IRIS IRIS VIRGINICk LARGE PLUG ~ ~ ~ ~n " ' ~ ~ # t
3~ ~ ~ ~ ~ z 123 SOFT STEM BULRUSH SCIRPUS VALIOUS LARGE PLUG ~ ~ v ~ ~ yy ~ / ~ s ~ 44 ~ K ~ ~ - 4 h~ I
~ ' ~ 100 BUR-REED SPARGANIUM AMERICANUM BARE ROOT ~ ~ a4i ~ a ~°g~ i, ~ 4 ~q t /
d' p TOTAL 723 ~ ~ ; '0~' ~s ' / ~^~}a ~ ~ ~t ~ ~ ~ . ~,;•f fir' S,~ t # ~ t`~ ~
& 1 ' "~a
/ k; a3 vF g ~ 'i~ t ~ 2 ~ .r ~ ' /s ~~t A~~~~ CLASS „B „ RIP RAP (F ES 4) - _
,.a~`Cf' a 93 - 4*wt r y~ '~'.i p` ~ ~ ~h ~ ~ wi r 't `"Y.e ice. I~ a s .p~ y{J "A g i, , E ~ - . ~ ~ ~u 2 2 FEET : LENGTH.......... 1
» / 34 I ~ Z p 5 t ~ `l 4WIDTH AT PIPE...10,5 FEET,.::.; ~
LOW LAND (ELEV. 48.00 - 48.50) SURFACE AREA - 5,559 q a Y ~ ~ o a ~ ~ t , ~ r~`~ WIDTH AT END....25.5 FEET ,
- 20/. SURFACE AREA - 1,112 SF ~ 1,112 ~ ~ ~ ~ 80% SURFACE AREA 4,447 SF ~ STONE DEPTH...1.575 INCHES
GRASSES & FLOWERS 1 O.C. (AVG) ~ ~ ~ 278, SHRUBS ~ 48 O.C. CAVG) fi t~ `A, ~ P A g ~ 1. ~ ,r ~ ~ i
a QTY COMfr~N NAME SCIENTIFIC NAME QTY COMMON NAME SCIENTIFIC NAIL ~ x¢ ~ `y~ ~ a ~ f I' T i i. q ~ 't 1 a TONS .................51 r1
55 RED CHOKEBERRY ARONIA ARBUTIFOLIA 160 LONGHAIR SEDGE ~CAREX COMOSA ~l ~ ~ ~ ? r ~ ~ ~ 5 d ''z, E~ ~ ' ~ ~ ~ 5 1, ~"l ya 4 ~pg r~ { ~/qWM, F ~1 h F ~1~a6 ~?~i ;1 '1a.. ~ ~ 1
x` 55 BUTTONBUSH CEPHALANTHUS OCCIDENTALIS 160 BLUNT BROOM SEDGE CARER TRIBULOIDES - x ~ N a y d rI ~ ~ / r } ~ g ~ ~ 1
~ ~s 55 WAX MYRTLE MYRICA CERIFERA 160 BOG RUSH JUNCUS BIFLORUS ~ ~ ""'n ~ a } c ~0~~ 9 3 K/" ~ 1 ~ / Y Y,~ A 3 `l .7 O X94 F f ~l fh ~ ~ ' '
f ~ 55 STIFF DOGW000 CORNUS FOEMINA 160 SHORTBEARD PLUMEGRASS SACCHARUM BREVIBARBE ~ ! Y.. ~`~a / 5 F ag 9 f1'c 5a ~ i~ ~ ~ ~ a a - '`a td .ice fit. ~ ~ I t ~ ~ l_,;,. ~.r E' ; ~ „ t / 's. , ~1/'~ ~ ~
58 ELDERBERRY SAMBUCUS CANADENSIS 160 WOOLGRASS SCIRPUS CYPERINUS -n
278 100 TRUh~ETWEED EUPATORIUM FISTULOSUM C ~ - ~ ~ it ~ 4 "W Al ~ ~ i L ~ ~r+ ear i 1 1 f, ,5f' i ~ ~ . ~ \ 7~1 fit, ~ ; ~ r ~ y.~r ~ t ~ ~ ~S ~ ~ ~ ~ ~ ~y 1 n~,,°` a l
~ 100 ROSEMALLOW HIBISCUS COCCINEUS .mot 't 1 ~ i I t ~ Y . '0, ~ i mss, a 4 E4 { Q ~ r~' ^r~ F ~ ' ~ p~'p ~ / "'s ~~y, , /~t~1 ~ t
~ 112 CARDINALFLOWER LOBELIA CARDINALIS
Q. 1.112 t ~4 r.'~, a 1 i fin. t,. / ~ ~ i ~ ~ I Y b ^a t ~ ~ ! ~ i ~~a ? i ~ i r a~, , f~~~, i ids, , a;~~
_ _ _ _ _ _ _ _ _ ~ - ~ _ . _ _ _ _ _ _ ~~,,,,,,~-r-- _ ~ ~ v , ,@ ~ ~ _ y Y ~ p ~
~i ~ ~ °`A, : ' ."'a'$ k V a'uk` ~ ~ ~ ~ q~ ~R h_ ; ~ a t ~+5, Ip ~ ~ ~ k: ~ ':.3 2 'b 3 'k S '0. T. 4A a S ~ ~ ~ ~ a
HIGH MARSH (ELEV. 47.25 - 48.00) 5; ~ ~~S 9p ~ ~ y S. Y u"~~ C.'~ ~ ~4~ E 4 p$ 'A ~i~.o N3`a 1 U~I:e ~ ~"~9 1 ~ a
SURFACE AREA 3 589 SF 897 PLANTS ~ 24" O.C. CAVG) ~ ~ ~ ~ ~ ~ :,T. i ,,,~~r~r°"~S~' (t § • • • b .,.r~ "r k: .,.'~ri ° i4 Q ' s~ ~t~. ~'Sa ro ~ a~ ~ 1
CODE QTY GOMMON NAB SCIENTIFIC NAME SIZE " ` ~ ,,,.mom it
150. COMMON RUSH JUNCUS EFFUSUS LARGE PLUG ~ ` ~ . N y
150 DUCK POTATO SAGITTARIA LATIFOLIA LARGE PLUG ° . • . . s~ $ O ~ ~ q ,I ems. S't ~ y a ~ ~ $ ~ r a Ot° ~'1 e 7 ~ yw N
150 JOE PYE WEED EUPATORIUM FISTULOSUM TUBELING • e ° . 4 ~q dam;„s r~; ~ -t, ~ ~ ~ 3 ~ ~ ~ ~ ~ ~a g "off ~ pr~r ~ - F a , Jr ~ ~ Y~ ~'O`~ ~ TEN T ION WETLAND AREA 2 ~o• 1
150 PICKEREL WEED PONTEDERIA CORDATA LARGE PLUG ~ ~ 3 g a r r PDOL ELEVATION 48. aO°~ ~ ~ 1
150 ROSE MALLOW HIBISCUS MOSCHEUTUS TUBELING ~ F ? ° ~ ~ ~ ..,err w , .r ~ ~ ~ wc~r ~q ~ ~ 4 1
°t 141 ARROW ARUM PELTANORA VIRGINIA. LARGE PLUG ~ r.. f ,a°' ~ ~ ; d \ 9~• ~ 1
TOTAL 891 _ .vim s ~'2 ~ g q ~ a ~ O .o ~
LOW MARSH (ELEV. 48.5 47.25) ~ ~ ' " - '~s, fix. ~.?s ~ ' ~ ~ ~ . ~ n..,.,v,s . , ~ ..2.,... 1r
:v.~~.- SURFACE AREA 3,622 SF 908 PLANTS ~ 24 O.C. (AVG) V~ e~ ~ ' f,~ .u,_. , 3 ~P ~ 1
,,,z,-,~.~ CODE QTY COMMON NAME SCIENTIFIC NAME SIZE • ~y ~ fin, ~ ~ d, , ~ ~ ~ o~ ~ 1 ~ ~ 1
150 PICKEREL WEED PONTEDERIA CORDATA LARGE PLUG .w r,~.'~ ~ ~ F,=a ~ d" 4 , ~ ~ , ~ ~ ~ ~ ~:w1 ~ . r c~c''Y ~ ~l ;A v, ~ ` f S ;9 ~ p ~ ~ ~"r ~`L ".wr, y pr 7` ; . ,.'i " ¢ c 222 Y ~ j n y y ~ ~
81 WATER MILLET ZIZANIOPSIS MILIAGEA QUART ~ ~ ~ r 444 , r rr ° S @ °wr ` ~ ~ wi x ~S ~ th ~ ,v;' ~'Sh L~^ "h ~ y , ~W ~ ~ rlr~r t ~~x ~ ~ ~ ,4, j L ~'a. ~ s ~ r~ ~'i~'k? ~ . yh' p~ y
150 LIZARD TAIL SAURURUS CERNUUS LARGE PLUG ~ r~-fro ~ L~§# g }y~ 4 ~ ~ ~2~~ ~ k"3 'k. ~Mrirr 3, ~S y ~rl S 9 °k gg ~ Ty, r,~~ywM y. g~ I
150 BLUE FLAG IRIS IRIS VIRGINICA LARGE PLUG "w-'"''y~ '
~ ~ 125 SOFT STEM BULRUSH SCIRPUS VALIDUS LARGE PLUG .y~ y a5 1 Y. 4 4.q ~;W j
125 WILD RICE ZIZANIA AQUATICA LARGE PLUG ~ ~ , ~n a! 9 1 Sa ?1 rzq 4 y
125 BUR REED SPARGANIUM AMERICANUM BARE ROOT 1 y e~ ^ ~ P ~ ~ "t ~9 ~ I ~ S ~ ~ 1 ~u ~4~ ~ d wit a' , s 9 '>en ~ ~ ' ! `1 # ~ ~ iyrn i~ a'%~F ~ .`U ~ 7 _~4 7 t~ 1, 1
1 ~ J~ ~ . d ~ ~ ~
TOTAL 906 ~ k t a< ~ ~ ~ ~ I * `t ~ v ~ ` ,4 sa ~'d
~ ~ ~ `G t s ~ ; EE _ ~ s~
~n i yob. ~ ~r grvq~ i i r.'1 F~ 5 t.
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~4 5 ~ \ ~ ~ ti ~ ~ t ~ ~ ~ ti, ~ ~ ~ ~ ~ ~
v 1 ~ R, r ~ ~'p o- I ei•§. err r^r "s'q ~ t E 'h. ~ 4 h Q
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24" 24" I l~ ~ 1 v ~ ~ 'h. ~L ~a i'0. '1 ~/Mr 1 a ~ " 'E ,i i ~x o~3.+ ~F+r ~ i . ro mw.~ .r 7y g L'c 44 °'y 9 t 2 8 y,~@ 1D ~ , fiv s 1 a y

TOP .OF GRATE 51.66•- TOP DF GRATE 51,0--~- ~ 1 $ 1~ '4~ a V.J $ ! tot ~ € ~ ~ ~L ~ # ~
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3 EA. 12" PVC 3 EA. 10" PVC --1 s' ' 1--) INV 49.06 g A ~ ~ I ~5. ~'F A y ~ X 6 Wi.. S h i 4 7 3 ~ r~r~ w q~~ ~ ~ ~ ~ ~ ~ ~J ~ d"R, ~u, ~ # ~ ~ ~i4 .om ~ ,r.,">,;.,~ ~ya~. ~ ~ r~ ~~rwr. rw~rbrrr~±~ a L1;@ a u~,~a~ ~~4
INV 49,13 , ~ , , ~ $ PERMANENT POOL ELEV. 48.00 --1 PERMANENT POOL ELEV. 48.00 ~ ~ ~ ¢ 4, 5 i _ 'v ii".. hn^. d~Agr~,., 'Iri~~1f vp'nu',~MY tsr.,o'bh.. g z 7~ .~vwac~.ma~.~,es~u, a~m~ ~sur~~ ~ g ~ v J a ,U.~ , k t_
g" yC 30 RCP 6" PVC 24 RCP P TA -I 47.4 ~ ~ ~ ~ ,k_ x i y , G ory q, ' aq " q. s° .~^~•.~mRenr~l~'......~ R..,. ~ w~ .m t , r ,a. ~
INV 48.00 - ~ INV 48.00 " " 1, 4' ~ ~ R ~ ~ 5~l, ~ s " ' > m aFaa a - w,ra~ws... ~ • ^ f g` ~ t a ~ s ~ „„~,,k ~ _..w ti ~ ~ ~ ~ R,r M~~r M,w_~ r fijt ~ ~ yam.,,... x.w ~ •a
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1.75 DIA. HOLE 2.0 DIA. HOLE ! ' ,i t w., . ~ ~ wv d' ac ..~aaaorsyc „ "'smcc ~'9, ~ r ~ t ~ ~ l~ g i .
i / / f Y , i e ~ ,_...w - , i ji k. y t. i i ~t9 u 5 .1 1 ~ ~ 3 S, g7 ~ $t: '
c V V' V 0 0' Q ~ p' Q 0 0' Q .....w ® } ~ 4..~k~: ~ C f ~ v`s.. M~.~,,.~, uW. O ~ ~ M r a,. ,N. ~ ~ ~ 'eey~e i .a, a S. . .P.ow.rr.r ~ ~ ~ j4, ~ '4 ~ ~ ~
.w,„. ~ e rr 'fie 9~~ ~,m s~,..ux~„~. "'n.., ~rrr~rrrrrr'n~rS # ~ 4 ~ .SAS ~ e~V wrvl°~+A Ate+ ~..w+r~ - ,,i+QCa~c 0 ~ 3 \ ~ , . 4 ` . ~ ~ STORMWATER DETENTION POND
p~10 NO ~ v1E~~ W~~~,P ~ ' mr.',ae, .~a..e: .vr. w.w.,.. ..~r,r YyrwWyrw` a E 4 6 ~ i ~ pp i a ? { S n z w,~ ,'`e~aT.. ~ ~rs~.rr•o.,, ~ i ~ $ ~ ~ ~ e 3 ~ ~ S ~ ~ ~ ~ i ~ ~ 1~'`t ~ ~ ~ 4 f
g:~ 3;1 error $ ~ ~ i k § R A ~ H A 4~4 ~ ~ ~ 3 ~ ~ ~ i Y 'a1 4 ~ $ A ~
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r\ r\ r\ r\ r\ r\ r\ s\ r\ r\ ~ ~ ~ ~ ~ ~~lulllf?t1Jl//~
't 8 Aq e ~ y~~-~ 'gyp "t e ~ 1 i d for ~ •r~ a t
q ~~k l ~ ~ ~~~~~~N ~qRQ~~~~~/~ WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA t~
i' `~~'~~~F1~,,yy~~'': OWNER KENNETH SMITH ~ ~ : ~Q` r -{9~ ; DESIGNED. WKM
ELEVATION VIEW ELEVATION VIEW L',s s SEAL ~
~ a t t t~ ~ ~ ~ ~ #PE16~3 ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT
MAINTENANCE SCHEDULE i ~ 4 4, AYDEN NC 28513
ISEE AERATION Ate WAINTENANCE AGREEIENT FOR MORE OE'IAll51 ..or lro w r rr ~ r r,,.,........o -'°~"'""'""~~%,~''•~.FNG E~c~.••'~~~ PHONE PHONE' (252) 746-2'729 ~~~~.,,,,IN,,,. QQ•Q~~ APPROVED. WKM
OESCRIPTIQII METNBD FIEgENC1' TILE QF YEAR ACTIBN
CLEAR INLET/OUTLET ff TRASH BY HAt~ AFTER EVERY STORM EVENT Ca1TIRUSOUSI.Y AEIOYE TRASH -STABILITY OF SLOPES VISUAL M~ITHLY-, . M~1T}A.Y _RESEEO - 11neu~~~aett MALPASS & ASSOCLATES DaTE: 2/9/06
-A Y MARCH/SEPTEI~ER REMOVE EX S 2i CHECK SEDIMENT LEVEL VISUAL SEMI IOrtiAlL CE S 20' 10' 0' 20' 40~ 1645 EAST ARLINGTON BLVD., SUITED sca~E: ~ 20'
CHECK YEOETATION YISlIAL MQfITfH.Y IONTIB.Y REPAIR1f~PlACE ~Z~~---` GREENVILLE, N.C. 2'7858
GRAPHIC SCALE 1"= 20' ~ WILLIAM K. ~iALPASS, P.E. 188zs [phone]
SHEET 2 OF 11
~ n 700_ Z9~~'776 ~ fteed ;Branch,--Oh~rci~ ~ Loff r n (~d l nterv i l-L e }Kennefh Sr~i~~h 776cOn, n _ . _ _ _ _ ~ 0~ P y ~ ~
1:37.03 PM 1 /25/2007

~ A
w
y~ ww(G~~, ~j SITE DATA
r b 4!
SITE
~ TOTAL AREA ....................48.8347 AC
ZONING ..............................R-15
ti PARCELS ...............•....10508 & 70650
y g~'"'"~ TAX MAP ................4674.00 & 4674.14
131'~~ / t 1 ~ ~ / LOT DATA
W !/3j ~ ,S' / f~ LOTS 17 f 500 - 20~ 000 SF t 240) ........18
'°`"~oY r'6 r , s in Qi ~
,o .j f ~ ~ , a ~ ~ ~ I oe 1 t LOTS 20000 - ADOVE t76yo)............56
~ ~ l 8 ~ ~ ~ A r 0 ~ ~ c ~ ~ TOTAL LOTS t100yo) ....................74
9r ~1 J ~ Q~ ~ ~ ~ LINEAL FEET IN STREETS...........4487 FT
AREA IN STREETS ..................6.86 AC
z ~ ~ ~ „ ~ Tllar~r ~ ~ AREA IN OPEN SPACES
~i ~ ~ ~ RECREATION ETC ..................5.35 AC
~ ~ { j ff t ~p~~
~ / ` r ^ ! '9 ~~~'s r~~~ 1~~f ~ ~1~
S ~ r ~ ~ ~ ~''o, 3 3~C44 ~g
~ I SKE~'~ I~D~~
i ~
rr r s 1 = 2000 ,
a~ ~ SHEET N0. SHEET TITLE
~ E~ i ~ 3~IY 5 ~ : z~
~ e " ~ OF ~ 7 COVER SHEET
n. ~.f~ i~~~g ,a~ ~ ~ Y ; f ~ ~ A• ' ~ f' _ ~ ~~t~, Pala ~ 2 OF T ~ S TDRMWA TER DETENTION POND
,r. ~ o 0 3 DF ~ 7 SHEET INDEX MAP
S ~ Sj, ~ . 4i ~ ~ q6; ~ h 4 OF ~ P PLAN VIEW -LOTS 1 20 AND 62-74
i 8,~ 'ar, ~ 0 / ~ s ~ ,~g~r ~ ~ ' srrt \ ,C~ J
~ ~ ? o ~ ~r,, a~~ ~ 9y a m, ~ ~ ~M O ~°~a ~ I~ 5 OF 11 PLAN VIEW LOTS 21-62
~ o P ~ `a ~,a. ~ ~a b ~ ~ o 6 OF 9 7 PLAN AND PROFILE WINDING MEADOWS LANE
~ , ~ ~ lli ; ~ ~ ~ ~ ~ tv 5 a ~ 9g, 7 OF 11 PLAN AND PROFILE STREAMSIDE LANE & BOULDER WAY
r,,~' fly 'm~~9SFa: "0~aa 2 ~ \ ~ \ :ti P 8 OF ~ ~ PLAN AND PROFILE WHI TEWA TER WA Y
t ; e,' Via. .P \ V% ~'ti. \ k i. 1 4 ~ ~ ~ n~f' ~ 6 m
f Y, e \ a ' ~ ~ ~ II ~ ST .u , 9 OF 17 APPRDXIMA TE FIELD DRAIN TILE LOCATION
\ ~ fGrf. .,~~1 ~l 10 OF ~ ~ DRAINAGE, GRADI NG ~ PA V I NG DETAIL S
` ? ~ r~ 23~M6 SF / ~ a , z ~ / ~ h f ~a~~ / - ~ ~ 71 OF 7 ~ WATER & SEWER DETAIL S
-'M SWf(Mr'~'.... j''~~ac~.~ at vJ 1G S.c33 L`3a ? n'7f4'tl,. i9 y111iM1f1 ~ ~ M Ji"` 3 e e " ~r ~
~ r r:.< r ~ ~ ~ r 3 ~ ~ ,g ~ ,
~ t e1J • ~ ~ , ~ t ~ ~ ;T` ~ 1~ ~.`4 a w~>4 ~ ~ (kk ~ ~ ~ -;,a,~ ~o~rlo ~
5:.9~ @' ~SJ L'dg ~3,~V e t - z: ,,.f' taofa se - ?,,,„..~.,1 ....,„.'.'~df0.$1t ~`~.9~'~ ~'4ir~r ..a,. e. CLEAN OUT PDND.... ~ .a~ , . ..,a,. A D FIL Q ~ LEGEND
zP ° f' a x' 1~° ~ ~ ` \ p N L WITH ~ ~ ~s~' ~ ~ ~,z~~W~.~ / SELECT BACKFILL' ~ r
~;p ~ d ,~4;"n~,A ~r ' ~ ~ ~ ~ ~ p ~ ~5 CLR CENTERLINE OF ROAD
d ~ r \ "f ,45fJ ~4 i'6t':i'~fifP rvt ~i~ EP EDGE OF PAVEMENT
Fay CLD CENTERLINE OF DITCH
~1 ,ryy IIMIE k ? BBD BOTTOM BANK OF DITCH
a ~ S i» f~ ~ r11.. ~i~ STS t 1E~ ~ `a~ N1/P ~ \ CLSW CENTERLINE OF SWALE _.~~.o~~~-~,.m. EXISTING CONTOUR
3~` s ~ s /g .g 0 ~ ~„,j owls awa 13 ~ , , p ~4 `V I' e. -6ti PROPOSED CONTOUR
7 1 ~ _ ~ ~ ~g r S 4. trKm ~ / °'90~43i SF ~ {fir J;: ' ~ ryA~ A ~ S„Iw: r ~:n~ ~ a i~I FE FINISHED ELEVATION
,ASS' -nr ~~m ~ ~ ~ ~ e.: ~ ; . ; j, ~ ~ ~ CLEAN ~1T Ps. Hv`u nsae~ r Q ,sn ` f It s~ 'DITCH'S ANO SIM Si.A - .EAN~OUT d Mrwal.a o. ~ a~~ . .r TCH s aND INV INVERT
war s,~., ~ . a d~ ..4X ~ ''?>~p~ ~ FILL KITH , ~ ~ ~ ~ ~ SEIE`T BACKFILL~ r ~ ~ ~ "~msncnar R; _ / r / ~ :Ll WITH Y e ,4'r ~ n , ~ ~ :IECT BACKFILL C~;~a"°r,,~~,.,~ ~ i ~ ~ 'Rte-~. E (c.~`'L: ~ CPP CORRUGATED PLASTIC PIPE
~ ~ t V ro "4~ ~ ~ ~m ~ sr .A a ~ ~.~s ~ 0C _ ~ r'~a ~ 4. CMP CORRUGATED METAL PIPE
-xis i i p~ ~ i,~~ C' ~ d ~ ~ Z+ i~91 ap j/w~y~'( x 1 V% r l 1 3 f RCP REINFORCED CONCRETE PIPE lF LINEAL FEET
^ . °j 17 ` V «w ~1 nMi~Dt4 ~r ~1' ; O ~+.q 5$.52 c 20004 3F ~ o . J ~ ti QA~ .r1a FES FLARED END SECTION
~ ~ sw~; q ~ ,r. . rv^, ~ ; ~3 ~ w+ ~ v °kty d r ~ ~ EXISTING WOODS LINE
~ ~ Y ~ a ~ rr~~r 55.66 ~ ~ / ~ ~ ~ ~ ~ ~ 56.5 1 it ~ 15 ~2 1 s I ~ /E L-D LIMITS OF DISTURBANCE
1 ~1 ~ EPA. S5.6J ~ V d''~' ~ 55.56 U ~ ~ ~ 1~"~ 2x393 ~ r, ~ Qp ¢ A CX)OOO SILT FENCING 100-YR FLOOD BOUNDARY
V i 4'1 tA61oSF ~ ~ ,bn`~~ ~ ~.~wr ~ P a$ , ~ 55.00 ~v 2. ~ ~ ~ ' ~ ~ ,r0 ~ ' .~.a¦a FLOODWAY 80UNDARY
Q. r v r ~ t. ~ / ~ o a~ RIPARIAN BUFFER
~J o ; _ ~a ~ e a 1 ~ d . l~ ~ ' ~0:~ r ~ ~j ~ ~ - - EASEMENTS
~ ~..t ~ V ~t/'~ : / 5673712E ~ I ~ r~~~ - ~ 3s.2a L CLEARING LIMITS
~y ~ ; ; v ,l v ~ y b. ~ ~ 1 ,RSa ~ ~ 9~ ? ~ , ~ ~d --?f-- WATER LINE GATE VALVE FIRE HYDRANT
r ~ z ,f,~s sF ~ ~i a9 \ ~ ~ ` ~ „ ~ ~ ~ ry ~ ~ r ~ ~ ' a~ ' ~1 ~ ~e,efc s~ ~,a y~ 1 4,. I rya ~~p
'~a ~ ~ ~ ..S 87 34 33 E „1076.64 ~ ~ r ~ 913 Sf ~ ) ' of or easu ma STONE CHECK DAM ~~s~~
,8 c s... - ..-,..--.r.,{~... r iii aa».» o "a STONE CONSTRUCTION ENTRANCE tTYP. i
9 t' l f~` ' ~i;~~ ~ i r ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~r ~ ha ~ ~ ~ ~ ~ K\ ~ ` ~ 3~ `q
REGRADE EXISTING c ~ ~ ~ r ~ I_ . tt, sv Gj 2o~oae sF ~ , ROADSIDE OI TCN ~ 0.30x ~ / ~ 3 ~ l ; l ~-x , , ~ ~ • ~ . ` ~ y+~ ~ CLEAN OUT DITCH ~ M..~~~ ~ ~--~w--~ ~ ti. ~ ~ AND FILL WITH I , _ ~ g ~ . SELECT BACKFILL ° M-~.-..-.~
TO OBTAIN POSITIVE DRAINAGE ~ ~ ~ >~o ~ ~ ~ ~ ~ _ FOR THE 18" RCP r ~ ~ a ~ : ~ ' .m 3 ' i~~,~~3 r Q',r,~~ A~ ROCK INLET SEDIh~NT TRAP tTYP.
flRrvEwar PIPE ~ ~ ~ ~ ~w - ~ ~ - ` , ~ ~ O ~ m,ooog ~,,aosF . r ~
~ ~ ~ ~ , , . f e ~ ~ ~ ~.p ' ~ ~,m sF ~4,
~ f ~>ts w „xL.a y c N, w.~s~ a~~,, ` sat ar? ~ ~ ~ 1
' I 0 r 2o~00J ~ l air 1T~51e ~ ~ ~,"t 2 ~Y,' ;~i ® ~ ~ i v
~r~ J a ~~t sF~ ~ `a~. a~!?, Bt~FER DISl~'~MN~E - ' , , ~ "~e, ;(,~u.~ . ~ fRltAD? MATER ~illN? At~t ELECTRIC CROSSIII~-PHASE lM?.. ~ m ~ ' NOTES:
e r., ~ f ~ til ~+it `~Qr~". ~ ~ yl ~ s~ItT~Rr s~R rwta cROSStA~-~+~ a~ ~ ,'r. 4x712 sF / 11 AN APPROVED EROSION CONTROL PLAN WILL BE REQUIRED PRIOR TO CONSTRUCTION.
;,,,a ~ RIB ~ L r~ \ ~ ~ a~, ~,t OFD ~ v' { i' Opp + ~ ~ 3 , ~ ~ ~ L a 2I PROVIDE A GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ALL SLOPES
i - , g' ~ rer ~o ~ 55.E 06 OAP ~ • , b ~ o ~0~4 ; f ~ ~ ~ ~ ~.e~~ s~ Q 4 ,L , r° ,.a_ w..3c~~ar ~ I ~ r m ~r w ~ § Y ~f ; 'S. { 7_"~7~ k IT'!1 A 21E R ISYIR ~,a~ o WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION OF ANY PHASE OF
~ ~;~a. ~ 1~, „wa ti ~ F ~ , 7O y Mar i l~x~ ~ E a f " i ' ~ rc p 3' - w _ ~ t r ~ , ~ ~ ~ 22051 SF ~ R ~ ~ ~ 9 LL "v" ~ ~ fr ~c{ `a~ Od1E dRa7 / ~ @a ~`~T,y ~ s aP HNC filMfAl , q y a.. ».q GRADING AND ON ALL DISTURBED AREAS WITHIN 21 CALENDAR DAYS FOR ALL CONSTRUCTION ACTIVITIES.
~ 0 e f 'ss 8 , ~ 20.112 SF ~ BG ! ~ +~7 y, n / F ~ ~ ry ~ ~ ~ T ~a , ~ < ° t ~u..v,3 sf CLEAN OIIT DITCH
V "~P 56~1T \ \ ~Ipp rl ~1 4 , P ~ 51.35 s ~ w~ ? °~'e / AND FILL WITH ,t P~4~ ~ rasa $ Q. 2s' ~ ' ~^`~»'rt ~ / / SELECT BACKFILL ? 0 q { t l~ nr rep 4 s9~ ,Q, ~C , BC~ ~Is2.r.~ N , ~ o r / 31 CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
t - ~ ' ~'s: ~,~.,N Nab ~q y ~ ~h~~ ~ M..~, ~ ~ , ? ph i . 9,~0? ara a.s 'Mmf uin - Q ®...,a.. . \ f'a7Bi ~ J9.,T7~'~ ~ r`~6' j " t i ai ~ i s ~Y ~ / 'y ? / ~h Q~i ~ ` ` rarer a I a 9 ~ Sri' " iAia 1ri / { DEVICES ON A WEEKLY BASIS AND AFTER EACH RUNOFF PRODUCING EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY
rY~, ~ .p~ n 't'+/E /1 .~~"~'~l. _ gyn. t \i ~ , ~ ~ i L #59.71 , . ~ v gory I Sat.i9' RESULT IN ISSUANCE OF A STOPWORK ORDER OR CIVIL PENALTIES UP TO ~~nnn.nn aFR nev nF vrrn artnN.
_ _ . _ _ _ ~os~' ~ ~ 1 ~ \ S' _ _ . > 0 d ~ ~ s ~,.W b, n. ~ m•oo~ sF tt.eK sF n~.~ ; ~ ® ~ ,~A4 ~ s Tv • r ? •v•
1 ~ ~'t ~ ~ ~ _ ~ ~ ~ ~ ~ r ~ e ,r,,' 8~ r ~ ~ o t ~ 42 ~ ~ b~ ~ b 4~ ~ G ~ ~ a ~ ~ ~ , ~ ~ ~ 0 , U .,i 4} THE PITT COUNTY ENGINEERING DEPARTMENT RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL I~ASURES SHOULD .THE PLAN OR LTS
~ ~ g 2C,Ci0 SF ~ p ,l~j, , f ~ ti , , ~ , ~ Ih~LEMENTATION PROVE TO BE INADEQUATE.
. ~ _ s ~ ~ r ~ , A ~ COO SF ~ ~ t11m1 . _ ~ 5} ELECTRiGITY PROVIDED BY TOWN OF WINTERVILLE. AlL UTILITY LINES WILL BE
~ „ ~ ~a i ~ J saq u 3 " iOf` fi3" Ja s.~R ...t~. ~ ~V" 15i> rcn n If~'A/' / °I', ,l ~ , , UNDERGROUND.
m, ~ ¢ ~ ' t. ~ LEAN T PtMll ~ ~ C OU d / 6} WATER AND SANITARY SEWER SERVICE BY THE TOWN OF WINTERVILLE.
~ , , sg .~;.k~ .-r- ~,y--'.•. ` \ ~ % ~ ; AND FILL WITH ~ r~ ? t~ . fi~ " ~ ~ SELECT BACKFILL _ / ~ o ~ , Z} UTILITY EASEMENTS ARE 5'EACH SIDE OF THE WATER MAIN, INCLUDING METERS
~ ~ 1 . 'r , r;.~ / _ ATfpE.,.t y. ~ ~ ~.Y~` Q` 3 0 Y~9'A~R~3"' ,1 ~ '.r 1 ~ yp" ~ 0 ° ~ ® ~r~w v . ~ ,.,'t ~ r ~ a~rrt ~ 29 AND f IRE HYDRANTS.
?r,2 ~ T ~ ~ ~,k 1 i 'ti;~ ' 2PA5/Sf "~•t. ~'XW:.~_;~r;~ j, r' ~ mow" • ~ ~ 1 I ~ q, ~~M* ~~J.,. ~~111 ~j A" W°~ e.,~i k, 1 ~~1.~'9l ~ ~ i '4 •,wtP'f.:. ~ ~ _ ~~~--7, lj !11'fC~. ~ ~ ar ~ ~ .,R 8} TOPOGRAPHIC SURVEY PROVIDED BY PARKER AND ASSOCIATES LAND SURVEYING.
a r ~ . ~ ~ ~ ,>a,_ ~ ~ , ~ 0 _ ~ r . _ / e NO /'"try. ~~D< . ~ r . ~ ~ t ~ 0 ~d s tats sF ~ ~ 9} THE~TOWN OF WINTERVILLE REQUIRES THAT A MINIMUM 5'DRAINAGEIUTILITY
1 ~ ti ' ~ < . , f ~ t ~,~~y ? KF ® ~ `°~~`y; EASEMENT BE GIVEN ALONG ALL FRONT, SIDE AND REAR PROPERTY LINES.
ar.> ~ j ~f., fie,,>~: ~ • ti" ~ ~..,t ~,e'~iS~~~t'tir:~ ac ~"t"` ~ , ~ , t t~ Fa:' `S ~ e` ti ~ J a' t"c t'+~. >A°" .V e c,` w / t `g. i i Jq ~ ~ ~ s ~ O ~ o-. r' ~ ~ ~ 'aiy\ y~ n~+ / psi ~1^ ' u~ ~ "r ~ °n J ~'fi~ e , , i I"'n. i. 4 Jig 1 ~ ".'T., ~ fi . 11 }CONTRACTOR MUST NOTIFY ULOCO AT 1-800-632-4949 A MINIMUM OF 48 HOURS
iierl: st~F / ~ a ~ ~ ~,OOO SF•, O PRIOR T0~ THE START OF ANY EXCAVATING ACTIVITIES.
''~'.h.y 4'~ rm J ~Af 9 A,~:. ?t.~~j ._2 t ~ ~ ~-1 ~ ~ h~74 ~ ~++nns _c%w~d 'ate f f .~0 . ~ 52 . of ~s~ ; 12} STORMWATER DETENTION IS REQUIRED FOR ALL LOTS AND IS PLANNED FOR THE
r :~1 ~Y T.T ~'(~s 4'S ~ a ~~e ~a A~~r'""~ ~ i '"eau S~ ~ ,;°~e ~ ~~"~PI ~ ~.A ~M. ~i 8~~1~1~.~~1~'~;.~,t M ~ ~ ~ 6J Yr~ I ~ w ~ t~ ~ `/fifi a• ~ ~ti ~A~ r S M \ a n ~5 ~ fir" / j~,' ~ ~ r ~ ? ~ a 'Z tt,69o ~ ~ , ~ f~ SITE. ON THE SOUTHWESTERN PORTION OF THE PROJECT, o ` 13l ALL UTLLITIES SHALL BE UNDERGROUND.
ir~ t~J~t i"' f ~ 1 l~~k ~ r l t J ~ , ~4 ~~s ~"^e-~ p~ ~ ~ r ~ '.y; ~ r:. o a ~ ~ . \ ~ ~ / ~ Y n.f ZO.19S SF ~,N ~ d9,+4 / a~ / . .i `r? i' CLEAN OUT DITCH j erm ~~ar¢4~ 'a, ,s`~ /
t . i Ly~~'"""'~0.A% •AVRWffSlt., ~'~a ,J'!~"' d i~ pk(~ E ( ~ t ~ j.~ ~ .eta e 4 LFNOIM.. ..7P fFEf . r~.~ Y 1 ~ rt i ~1e~ i av'~, ~ - ~ - ~ ~ ' T7 ' ~n tr Otb' ~ ~ t10IM AT E~70~....~ 4 ft ET t,,;v T f71 a.. ~ Q. ~ ~ V AND FILL MITN /
, v. '*~u;«s`- S Qj { d ~i ~ 810E 0@1X...1.!78 , ? w~~\y~ ~ f 0,~ v 4m'y > ~ , E °~a' ~~~`a., ? e106..........t.`~.,.... i ,~..r•j ~ b'p i!A k~ ~ -~~'5ELECT BACKFILL i s ~ 91 lya r~ ~ ~ , er' ~ ~ ~ ~ ~ ~ J r ,tth ~„9~ L / ~ ~ •'`20.000 SF ,
"5 r/~ ~ y;: 4 ,
~ + s e'0.Abf b~ R8~ AA!S 6 e ,,r • ~ 28111 SF \ o ) ~ h ' rmtN ~T Fii~:..e Hsi" ' ~
? ? ';a~u'4•Xii~Mt~seh mmli p~, ter. t +o<,~,. ~ ? € o 810!EOFTtX...t.1t1 ,nvp,n a ~ , / re, nl~11t .............it t}F.T ` r~7. ~ arm '~XAn.MX uXCt r r ~ . ~ e vr. lar ~ ~ ~ ~ ~ CLEAN OUT DITCH a~' / / 4~ ~ ...~,W : ~ ~ ~ ~ (AND FILL MITN ~ \ . ,w. ~ ~ ~
? ? ' 1 ,ten TOMS. OFTtX. t.tffi t~'. ~,•r~:.;' •a e ? . , ` ..1..,,,.,,,~ 7y, ? O ~g 47~,. -,.SELECT BACKFILL" / / ,A, a J • ~ R 29.42 SF m • t~~ ~ " < ~ may, ~ :~,F ` ~ ~ µM ~ q . r 6~/
tai, ~ ~ a/ ~ n 3G'~ j ` J' R s ~i, 'a / ~ 2T,
NAL = i sna E 2 , g _RIPARIA ~ ~ nw „r r, , ' ROM TOP OF BANK ~ ~ 3., ?~mmm 1 ~ ® ~ ?,JAI 1~Q6~ 1?3
~ ~TEaI°Q4ARY BC~'fER 01S11~ANC~ . ~ ~'~`"`c ~ ~ ~ ,k INSTALLATIpY t~ NEAAIdD tXl1F'ALO. ~ ~ ~ , ~ ~ 30 -50 F ~ . ~ ~o ~ . / zs~z~ ~ / r ~ ~3Q~ a za. 9i i~ ~ g tip, ~ rv nr- ` ~ ~ n B;. ~ W~/ r`'o,,. / ~ 1 k'^a°._ e .,~r~610f-S[I~ ~ ad ~ , x~,~ yl / pp
3, s~ 'a : y ~ ~ °.t " .a."'• ~f%M31' J ~''S,,~; 8U S¢~/ / rnt:, ,R. ` ~ ~ ZONE t E _ , . ~ 4 N .:1'~~" RIPARIA 'DRAINAGE ESNT - u ~.53 ..y- ~ ~ ~.;;'~a~ ~;"a:"n'?E=aac ~ ~ / R~ / ~ ~ ~ ~ AR
~a ! , ,f "~,1 b, ..EIS 'S~`-~ '~`sa~~ ~ ~ 8`~E` ~ < ~ S 2~: § '~~s . - - is ~.tl- t ~ ~ g :FS "f" a..~ ~ ° ~ x ~ ~ _ ran' -ni , y .S p~ ~ ~ -~.ra~. 40 ~ , '-'FR ~ ) ~ -r t
~ - ~ ~6 _ _ ~ .~.ra' n;,~..~ ' 8& 44 36 ,W 146, - R - ~a= ~ : ; u: P ~ . ~ C ~ ~ ~ ~ ~ ~ Rj `I 23 ~ ..w~~ ~ ~ / srcr en: aid' ~--~..~.,,.,;.r p t u 10~~~. ~ b ~ ~ , P W raE 40 36 ~ 4~~1')3~3 • ~_x ~ ~ ~ ~ ~ t~ 23 ~ . ~ se ~ b W 1g6.5q ~4~-~ ~ ~ ~ t y 4 FR NI 1. O a~ ~
. - r _ _ EXISTING 4 i , g ~ ~.~g~ ~ $ W 594.69 , ~ ~ ~ ~ ~ T R a t s t '..ate / a ~ _ ~ s "I s-~~ a T ~ t 3`S 2 ; t ~ 1 j~ •n1~ 6 z x~' 1' ~w 20.210 ~ 4~ Iii ~ ~ i ~ ~ Eti ~ ' + 3 - ~ ~ P i .o . I~r ur
Y \ t~ ~ ~s 4 . 4 31 i a f ~ , ~ ~ °3 ~y s t •,t'~' ~ e 3 a ,e '!`!'~W ~ ° w"~ ~ E I+,r,i. .nrL 4, s K ~ a t~%`~'-n. ` ~ ~ i 'i ' "~r~ ~R 1. C - i
R ~....en. ~ ~ .r,r ~r+i. 1 ~ ~ a" 6 ( ,m~4y J a ~7FX~~ ~ k'a., ~ ~ ~ 5Q.~5A 5F \ \ f <,k mt
1 1 t l ~ ~ ~ ~ 1~, 20,, U q ~ _
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11 ~ r 6 a ~ , RI ~ 91 ~ ~ ~ ~ I qH.
0 t . 1, - ~ ~ 0 . I
1 0 ~ ~ , ~ ~ ~ ~ ~ 92 ~ A ,~yy} F. gq E ~ ~ ~ ~ ~ ? b _ REVISIONS
1 p. s $ , BY N0. DATE DESCRIPTION WGO 1 08/28/06 REVISE SEWER
1 1 9 ~ ~ UR q ~ t = , ~ o ~ R Nd~ ; _ ~ ~ ~k 1 ~ ail U,c ~ < JEM 2 10/13/06 WETLAND DETAILS
~~~g 0 0 ~ Y' 8 ~ 69a e 2 ~ ~ JEM 3 01/25/07 WETLAND DETAILS
~ i~~~ i~ ~ 1 ~ , ~ . 9~ ~ 1 ~ ~ ~ ~ ~ 1 @ e ~ sae x
~ ~ 3
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~~yy77~y ~ ryry~ L i~~ ~ ~ i
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1 1 ~ ~ 1 1 1 ~
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~ 60'R/W RQ WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA p~~ j0
14' 32'B/B 9' 5' I ~.•Q~ k,~<,® OWNER KENNETH SMITH ~ESICNEO: wKM
SIDEWALK PAVING SECTION TO BE SEAL
i~" DETERMINED BY CSR TEST i,+~ pER 1 FT. PER 1 FT. pER 1 FT. SLOPE 1 #PE168~3 ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT
2; AYDEN NC 28513
3'- 6"x 4" ~ CABC UNDER CURB ~''••.FNGp~~C~`.••'•~~'~ PHONE PHONE' [phone] APPROVE: wKM ~ QQ'~~
24"STANDARD CURB & GUTTER (CITY STANDARD 35.25)
_ . , ~~I~111Nl1111111111~ DATE: 2/9/06 _N~ALPASS & ASSOCIATES
101 100+ 50' `100' 200` ' i!~~/_ 1645 EAST ARLINGTON BLVD, SUITE D
GREENVILLE, N.C. 27858 SCALE: ~ ~ oo'
GRAPHIC SCALE 1"= 100' TH WILLIAM K. MALPASS, F.E. 16823 [phone]
SHEET 1 OF it 8
~ n 700=- 99~f'776 -Reed ...Branch, Church & -Loft ~ n ~ nterv f f I e 7Kenneth S~ ~ th 776cOn~ d n _ - _ _ .r _ _ . 9 ~P y ~P 9 .a_~~.,,,.~ _ _ . - _ µ
1.36:53 PM 1 /25/2007