20010295 Ver 1_Site plan_20010227

_

r~r.. Q 6A~c L ON N. C. G. 0. T. DESIGN STANDAR
_ - ~ ~ FILL D~ OF UT/L/ZING 3.• 1 SLOPES WITH GUARDRAIL, AN 80' LEN T
~ WOULD BE REQU/RED G H OF PIPE FOR THE STREAM CROSSING. THE
Q P/PE CROSSING WOULD DISTURB 148' ~ OF STREAM BED.
NO IN( ~ Q NO INLET PROTECTION REQUIRED
' ~ 0
~ 0 v xp~, i j i
~ ~ 0 (3) 8~ -60 R. C.P. S ~ 1. D c~ 00
J i ; . ~ rH o9 ~ , ~ ~P E AREA OF RIPARIAN BUFFER W W/TH ~,EADWALL
~ ~ S CROSSING HICH CONTAINS THE PIPE _ I ~ HAS BEEN DENOTED WITH A DA - 269. D ACRES
CONTAINS 9 76 BOLD LINE. THIS AREA cn 0 ~ 5 S. F,, OR 0.22 ACRES. o
h~
1 ~
~ ~ ' ~ _ 750
J ' z ~ W i I h \ ~ 1
I ~ ~ ~ v
! _ ~
~ ~ ~ EXiSTiN „ . N ~ ~P C~ W.'1 p ~P o ~ , ~ W
! G6 ~ ~ ~ ~ Q ~ PAC P ~ ~ Q A ,o ~ , ~
war Q' ~ , . LINE ~ ! 1 o , ~
~ O o ~ R o -
0~ ; ~ ~ ~ INV. - 212.40 P~ -
~ , , ! ~ ~ . M 12.~40 co 0 q E _ ~ x ~P P pR~ " °
0 5 MER _ - ' ~ 5 ON - _ CA N
i ~ U / _ - a ~ °
o
0 ~ ~ ~ ' SINE
~ ~ o - / WgTER . ~ 6 PVC s x 6 r££ ,o 0
, ~ R = 450 0 ~ F /RE HYDRANT
! ~ ~ I ~ y INV. - 211.6G m ASSEMBL Y lV.i - 211.60 -
I 3
I o , NorE• ALL EMBANKMENT FILL GREATER T ! 1 !Nr~ 0 E. STA 9+93,93 =
HAN 7, NSTALL S AS MEASURED FROM ROADWAY I ~ INSTALL STANDARD GUAROR 6 X 6 TEE AIC STA 0+00,00
FROM STA CENTERLINE TO lNl/ERT, FOR ALL ~ ~ FROM STA 5f35 TO STA 6f55 2-6 GATE l/AL DES
STORM ! ~ BOTH SIDE DRAINAGE P/PE CROSSIN BOTH SIDES
GU GS SHALL !NSTALL Q ARORAIL TO D, 0. T SPECIFICATIONS ~ ' "
BE AT 4:1 S OR ~ X50 LOPE OR FLATTER,
~ 3:1 FILL SLOPE FILL SLOPE
~
00 ~0
~J
~ 0
QO
~Q

! of ~ `0I ~ I ! ~P ~ R,, ~I ~I co I ~ P
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~ ~ - _ -SCALE.' ~ =50 ~ ~ ~ ro~ o~ ti _ _
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I I I i I I ~ I ~ I , ~ ! ~ ~ ~ ~ ~ I i i i 11 ' .40.0 ~ i ~ N i
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I i j I 300.0 ' ~ ~ 5.409 , I I' 3 i j i I _ _ - ~ ~
! I I ~ ;100. I ! 245.00: Ob ~c.l I ~ ! I 1100. ~ ~ ! ~~0.~0 ' 4 ' .QO' ©~-2. ~Oq - - -
K = s. d ~ ca s7 I v K='41.67 i I i I I 900. DO ; ~ -1.OOq
- i 50.0 . C ' ~ ~ I = .47 ~ ~
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I ~ ~ ! o 235.00....; i ~ ~ I ! ~ ; 1
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---r----~---- ' ~ I i I N I , ~ ~ ---~---~~-----a ~ I i ~ I I I h ~ ii 1 r ~ ~ ~
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I ~ I i I i I I 2 ~ I 30. i - _ _r---
0 ~ 0. ~ l t \F i i i - G ~ - -
o I ~ ' j _ ~ o ; ~~ti I ; j L GROUND i ~ ~ - RA AT N -
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~ ~ ~ ~ I ~ I I j I ~ ~ ~Yi I ~ N TE.' 1 ~ j ~ \ 2i , i ~ ~ n Y ~ - : - ' - . ~
225. ~ ~ ~ ~ „ r-____________' ~ Q ~ i I ~ ~ l i TALL G 1. ! WATE _ t~ . ' W j ~ ~ I ~ i
i ~ ~ 4 ( Q, F~ LI ~ ~ i ----r- E FR i ---t- i'~ J I S A.. 5 M f2 i i r R I
i ~ i ! ~ ~ ~ ~ I , ,
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i { 0 ~ OI I + ~ i ! \ i f 1f~~- ~ ~ ~ ~ gTER i ; _ ~ ~ I
2 20.00! ~ ~ ~ i j I D I I' 6 ! ~ ~ ~
' I ~ I I ~ I (3' ~T ' I i ~ ~ j ~I ~ I ~ i ~ ~ i ~ j
~ I ~//M AL U . L MB i M i I AN ~ - i ~I ~ ~ (
I ~MENT FILL G EATS ~ THA I I ! COT ~ I ; l ~ J ! ~ l M AS , ~ ~ UR D FROM I i ~ ; ~ ~ RD,DWAY ~ I I i I i ! I f ~ ~
~j~~ I ( CENTRI I i ~ , I L NE ~ TO lN~ERT I ! I ~ ~ OR A L STD M I I i ! ~ ~ 1 ~ rt j i ~ ~ _ _ _ _
2 ~ ~ ,DRAT GE P~P I I ! 5.0 0 ! E cROSSiN ~ - ~ I ~ GUA S SH LL IN TALL ; ; i I ; ! ~ I _ - i ' L i ~ ~ i ~ ~
R RAIL ~D D. 0. T SP ~ i I ~ I i -I-~------;-_--- I I i C/FICAT/ONS OR I i I I i ~ ~ j j i ~ i
! ~ ! I i ~ i i I i W ~ ~ ~
~ I i l i i I I ~ • i i I ! z~ 3 ~ i i W, ~ ~
i ~ ! i i I , I ! I ~r ~ ? c n i --t--r-t---- r----- ! - -I- - _ - - - _ I
i 21 , 0. I (1 i.
i I i _ ~ I ~ ~ ~ ! I ~ ~ ~ I i i ; i
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- I ~ I I 3 6d R. C. P. S I, ' ~ ~ ~ i ~
I I I I ~ ~ f I ~ ~ I ~ i j I i I _ p ,
~ ~ ~ ! ~ ail I ~ j I I ! ! 205.00; I o) M n1 i n ~ I ~ Qi ~ - . - ~ ~ ~~.~~iV
_ N ~ ~ E ifi I ~ I ~ O~ i I ~ I I i n N j i I I _ N M I ~ I ~ I i j i ~ i ~ - -
1+OO N i I ~ 1 W 0+ ~ ! 00 N I ~ i N I 1+ao I N ~ ~ I I ~ N ' , ~ ' '
2+00 N ~ N I 3+00 ~ ~ N I i N i t~I ~ 00~ Nj
4+00 S+Oo 6+00 N~ ~ ~ ~ ~ dl ~ Oi' I CSI ~ N~ _ ~ ~ C~J~ ~ I i NI h'
7+00 SCALES: i0 ___1_____;______ N N N 8+00 ~ N _ ~ 9+ - N _ 2 00 05. _ 0
~ , 10+ 00 - 11+oa 12+00 1 3+00
50 HOR _ , 14+00
5 VER
1 I ~ A ~ i i ~ _
/TVHL/VVH Y WA VERL wH r AND UT/CITY CONSTRUCTION PLANS FOR DALTON ENGINEERING
& ASSOCIATES, P.A. VERL Y PO/NT SUSDIVISION PHASE- TWO 1446 EAST MAIN STREET
?OHNSTON COUNTY, NC P.O. BOX 426 g19 550-4740
CLAYTON, NC 27520 ~919~550-4741 FAX
REVISION 001: ADDRESSED ?ovNSroti c JOB: 01003 DATE: 4/10/01 REVISION: 001
ourorr ururiES coMn~ENrs - s/~/o~ FILE: RCP01 CO1 DRAWN: DBE SHEET: 3 OF. 8

rsA~t a vN N, G, D. 0. T. DL SIGN STANDAR ~ FI DS OF UTILIZING 3.~ 9
LL SLOPES WITH GUARDRAIL, AN 80' LENGTH
~ WOULD BE RE UlR OF PIPE Q ED FOR THE STREAM CROSSING. TH
PIPE GROSSING E Q WOULD DISTURB 948' OF STREAM BED.
i` I NO li NO INLET PROTECTION REQUIRED
i ~
i o
U j ; co 0~ i
v ~ x~ , Qj ; ~ . ~ (3~ 80'-60" R. C.P. S ~ 1.OOq oa
J ; ~ ~ ' THE AREA OF RIPARIAN BUFF WITH HEADWALL P ER WHICH i
Q ' ~ ~ ~ CROSSIN CONTAINS THE PIPE DA = ~ ~ ~ S G HAS BEEN DENOTED WITH A BOLD LINE ~ 69. D ACRES i
W OONTAINS 9, 765 S F. THIS AREA cn OR 0.22 ACRES. o j 1 '
VJ
' ~ ~ ~
! ~ 150 ~ 1 ~ J ~1
I I ~ w. 1^ F
m ~ F I ~ ;
~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ W. ~1 p~
~P EXisr~N „ ~ ~ ~ ~P o ~.r i~ ~ ~ Qi I~
' o ~P ~ i' G 6 PAC ~ ~ Q QP o; ~ ~ ; ~ -
_ p (n + ~ ~.I I p 3 - "
Q h Ip ~i i ~ ~ o ~ C R _ u o ~ ~ x x UB~f ~ Q
~ INV. -212.4 I 0 P _ ~ o~, 12.40 Q 9 ~E - _ c~
ti , i ~ r~P ~R °o -
I ~ ~ MR - _ CA U
, _ o~t_ d ~ ~ a o ~ r--
O ~ INE
r\ . ~ _t~ AlE~ t
~ . » pVC R= 450' ° o--,,.%'y 6 5 x 6 TEE
I ~ ° FIRE HYDRALJT
~ ; > INV, - 211. E V, 211.60
3'
~ NOTE.• ALL EMBANKMENT FILL GREATER T 'INSTALL NOTE.• STA 9+93,93 =
HAN 7, AS MEASURED FROM ROADWAY FROM S. 'INSTALL STANDARD GUAR / 6 x 6 TEE + DRA L STA 0 00,00 FROM STA 5f35 TO STA 6f 55 2-6 GATE VALVES
CENT Q' ERLINE TO INVERT, FOR ALL STORM ~P~ BOTH Sly BOTH SIDES
DRAINAGE PIP E CROSSINGS SHALL INSTALL Q
GUARDRAIL TO D. 0. T SPECIFICATIONS OR ~ ~ 150
BE A T 4:1 SLOPE OR FLATTER.
~ ~0 3.~ 9 FILL SLOPE ' F1LL SLOPE
0~
00 J0
~J
~ 4~
Q~
~l Q
_ ~w ~
~ ~ ~I ~ ~ - ~P BUFFER
a roi ^I ~ ~ ~ ~ ~ P i ~ N I ~i ~PgRIpN 5Q R
N ( N,' a'~ rF~ ~ h~ ~ ~ ~~I d. 0 rte ~ ~ i ~ _ _ _ SCALE.' ~ -
- - - - ~
~ ~ i i ~ N, N N ~ ~ I ~ ~ i ~ ~ N` N~ N N ~ ~i ° •I . a~ °i
I _ !
~ 9'40. ' i ~ I ~ ~ i _ ' i ~ - ,.509 i i _ 0 ~ 7 ~ 150 00 ~ ~ - ~ ~ 3.09 I ~ ~
i ~ ~ I , 3'0.0 ©-15.40q ' ~ ~ ~ ~ ~ : 1 ~ ~ N~~ N~ i ~ i
i ! , ~ ~ i 100.00' V. C. ~ i ~ ; I i I - ~ -
,i I 100. ~ ' 245.00 ~ oo ~c) ~ I ~ ~,K = 66.67 i - I ~ U ~ ~ ' K = 4 9 ' i ! ' ' i 900.00' ~ '.OOq ' i ~ ~ ~ ~
_ _ i . 67 ~ 50.00 V.C. ~ ~ i ' ~ ~ - ~ K = . 47 i
I 100 0 V ~ , C•
' ! I ~ ~ ~ ~ ~ ~ I i i ~ I ~ r3
i ' - ~ ~ ~ : ~ ~ - 4 ~ - 2 45.00
240 ! ~ i ~ I j i i ~ I v i ~ ,
i ~ ~ ~ ~ I --t-+- - i ,
i ~ I ; i I ~ i ~ ~ ~ i ~ i j ,
i i i i , i ~ ~ i ~ ~ ~ _
O I ~ 1 ~ ~ ~ 1 ~ \ i ~ O O T_ N - - I ~ - a _ _ ~ 2 ~ C • 0 0
I i i I I ~ 235.001 I I ~ ~ ~ I ! ~ ; I , ~ I' ; , ~ ~N ! - - .
~ ~ N i ~ I N ~ i
I ~I ! ~ I ( ~ ~ I ~ i ~ , I I` ~ i ~ ~ ~ I ~ ~ ~ ~ ~
I I ~ \ '6•, I : i :
! L ~i \ ~ ( ~ ~ i - _ a ~i , ~ ~ ~J. o
~ ~ i ~ ~ I i ~ ' I I 00 J , ~ -
i I i \ F~ I ~ i i i - O ~ ~ ~ ~ ~i ( I ' GROUND ! ~ } AT N
i I ~ ! i ~ti~: ; ~ i , ~ , I ! i ~ ~ ~
1 o i ~ { - ~ ~ I o~ ! j ~ aN ~ ~ : I I _ ~ . j
I ~ I ~ NTE. ~ I 4~. --~____.r - -..i__ I ~ ~ _ - - ~ I ~ ~ ~ - t- ~ L ~
N i ~ I i , I„ 1I : c N IN TAL L ~ .l D W A TE 2 ~ ~ i ~ , 25. 00' ~ Q i ~ W , ~ , _ _ R ~ ~ i
~ ~F ~ ~ i I ~ ~ ~ i Q ~ ) ~J LI E FR STA. 5f2 ~ I i T i ~ ,
_ ~ ~ ~ ~ ~ TH OUGH STA. ~'+70 ~ I, - _ i ~ ~ ~ R T ~ ~ VE) ~ ~ o Z;
I i i ~ ~ ~ i j ~ ~ ~ ~ ~ I I ~ M ~ ~ ~ ~ IMF . o ~ i IN I ~ M~ ~ ~ ~ ~
~ ! I j ~ i ~ ~ I I \ i r i 1 TER . ~ I-- - -
O ~ ~ ~ i O, , j O j ~i ; I ~ 6„ 220.00! ~ ; ~ i ~ o : W _ ~ 5.00 ; _ _
~ I ~i ; ~ E I ~ c 1 ~'qr - 1 i i ~ ~ L/ I ' I i I ~I I~ ~ ~ ~ ~ ~ W~ ~ ~ ~ : I
-t- - ~ ~ I M /vE' C ~ I ~ II ~ i ~ : i I ~ ALL ~ ~ ~ - OV i i Z ~ ~ ~ ~ I i
M BANI~MENT FILL CREATE THA ~ E ~ ! i ' ~ 7, i i ~ Q i Q ~ ~ AS M AS i UR~D FROM RO~iDWAY i 1 I ? I ~ ~ ~ i ' ~ ~ I ~ ~ ' ~ ki i ~
I I ~ ~ ~ : ;CENT-RUNE ~ T i I I OINI/ERT ~ i i F 0' I ~ I I - ~ ----1----~- i ~ ~ ~ ~ _____-I - - - _ ~2 2 0.00
I ~ 1 OR A w ~ ~ LL STORM i j ORAI~~GE PIPE CROSSIN ~ ! ~ ~¢S SH LL 1N TA z~ ; I I S
215.00 I ~ ~ ~ LL ~ ~ i ~ GUARDRAIL r0 D.O.T SP~CIFIGA~TI ~ ~ ~ i ~ ~ I ONS OR ~ ~ I i l
- ~ I r I E i --Ofd-.FL~4 ~ ~ i i I ~ ~ ~ ~ ~ I ! ! i i ~ ~ i
i I i I ~ ~ i I ~ I 1 ~ wi ~ I ~
: ~ ~ I i I I ~ ~ ~ I - _ i ~ v~ I I
I ~ ~ ~ j i ~ i I _ ~215.C0 i
21 ' ! ~ , ; G 0. O0'~ r i ~ I i r-- i , I I ~ ~ ~ ~ ~i1
' ~ I i fi ~ ~ ~ i ~ ~ „ _ _ I ~ ~ I : I I
i ~ ~ ~ --1--- ~ 3 6 R. C. . S i i i ~ ~ ~ ~ i i ~ i ! ~ ~ ~ ~ , < < j i I i ,
~ ! ~ ~ ; I i N I i p ~ ~ ~ I I i ~ - ' I 1~ ~ ~ I i : , ~ - - -
_ - - - _ ' ' i ( h., ~
205.OOi ; ~ I ~ of ! ~ ~ ~ N ~ ~ ~ I Imo, _ ~ - N i ~ ~ ~ ~ ~ ~ ~ 1 i ~ ~ I ~ ! ~ ~ - p' ~ i I j i N ~
Nip 1 + 00 - ~ _ ~ ~ N , N I ~ ~ ~ I ~ ~7i i I hI I i d'~ I ~ O` ~ N, ! ~ I ~I a0' N,
0+ 00 I N N. ~+0 0 N 2+00 N 3+00 ~ ~ I N ~ p I ~ ~ N i ~ ~ i ~ rn:
4+00 5+00 6+00 ~ ~ _ NI ~ Ni ~ N~' Nip ~
7+00 0 0 ~ ~ N ' o 9+0o N Vo ~ o+oo ~ - - - -
SCALES: 1+00 ~ 2+00 ~ 3+00 ~ 4+00
50 HOR
1" - ~ 5 VER

DA LTON ENGINEERING FOR
pw ACC/~niA7l"n n ,
p %x noowir~i cJ, r.A.
WA VERZ 4 VERL)l POINT SUBDIVISION PHASE TWO 446 EAST MAIN STREET
?OHNSTON COUNTY, NC P.O. BOX 426 ~919 919)550-4740
CLAYTON, NC 27520 5 50-4741 FAX
JOB: 01003 DATE: 4/10/01 REVISION: 001 REVISION 007: ADDRESSED ?OHNSTON COUNTY U7UTlES COMMENTS - 514107
FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

~ _ _ _
I BA~>` U ~1N N. C', D. 0.7: DESIGN STANDARDS OF
~ FILLS UTILIZING 3;1 LOPES WITH GUARDRAIL, AN 80' LENGTH OF P
~ WOULD BE REQUIRED F lPE OR THE STREAM CROSSING. THE PIPE CROSSING WOULD DISTURB 1 '
. ~ 48 OF STREAM BED.
NO INLET PROTECTION REQUIRED
~ ~ V
~ 0
~1 ~ ~ ~0 v~ ~ 0
~ i ~ ~ j ~ ~ (3) 80'-60 " R.C.P. 'S ~ 1.009' Op%~ i
J ; ~ THE AREA OF RIPARIAN WITH HEADWALL ~ ~ ~P BUFFER WHICH CONTAINS THE PIPE
~ ' CROSSIN DA = 269. ~ S G HAS BEEN DENOTED WITH A BOLD LINE. T 0 ACRES 1 W CONTAINS 9, 765 S F. HlS AREA ~ r'
OR 0.22 ACRES. o 0 1
~ %
11 ~ ~ j
~ ' I , 750 ~ , ~ ~ 1,
q z ~ F v
J ' - q C ~ ~ ~ J ~ e ~
V ~ ~ ~ ~ ~w ~ w i l 0. ~P o . W
I E 1' N ' ~ 'Y~SI/~/G „ . q ~ 1 ! 6 q ~ ~ I~ ~P ~ ~ ,
Q I' i p~C wAT . o is °o
i ERCIN . ~ ~ ~ E rC l ° 3 ~ ~ ~ d ~ v 0 CD 9 ~ p ~ ~ ~ I ~ -
~ ~ ~ i O o~ R _-~r
. 1NV. - o P - INV. - ~ ~ ; _ 50 - _ 212.40 Q 9 P UE . - , ~ -
n ~ , I I ~ fit'' N - o ~ 0 ~ S RO _ , ~ M~
CA ~ -r-- ~ ~ .
o ~ o _J-- .
O ~ - ~ ~ , ` R SINE
. o _i WATE o = pVC 6» X
~ R = 450' ° ° . 6 6 rEE ~ ° - FIRE HYDR,4NT
I , ASSEMBL Y
INV.-211.60 3'
NOTE,• + _
ALL ~ EMBANKMENT FILL GREATER THAN 7; 6 X STA 9 93,93 - ' INSTALL STANDARD GUARD 6 TEE + RA/L STA 0 00,00
AS MEASURED FROM ROADWAY FROM STA 5f35 TO STA 6f55 2-6 GATE SAL DES
CENTERLINE TO lN7ERT FOR ALL STORM ~ BOTH S/DES
DRAINA GE PIPE CROSSINGS SHALL INSTALL Q -
GUARDRAIL TO D.O. T. SPECIFICATIONS OR ~ i ~5O BE AT 4;1 SLOPE OR FLATTER.
~ ~d 3; 3.~ i F/LL SLOPE

0~ 00
J~ ~J
~
0~ QO
~Q

~ i
~ i ~ I 01 ~I N ~ I ~l co ~ ; BD~FER fpgRIRN
i ~ 1' a ~ _ 5~ R
o ~I SCA - _ E. 1 50
f i ~ N ~I N NI ~I ~ ~ ~ ~ 250 ~ ~ ~ ~ N ~ NI N. N 00 , N ~ N N N
. I ~ N ~ N N N N I I I ~ N ~ ~ N~ c~; ~i w~ of o; o0 0 .i N ~ NI ~
I 1;40.00' ©-1.509 I 1 1 ~ ~ ~ I , ~ N~ N NI w~~ c~.
15000'©-. 1 ~ 309 ~ ; i P 3 1 I I I ~ 00.0 ~ -J5, 409 I N ~ ~ ~ i ~ i ~ ~ v
I i ~ ~ F ~ f ~ I ~ j ~ I ~ I I f
I 100.Op' V. C, , i I 245. + 100,00' ~c1 00' ~ ~ ~ - ' 2 Oq ~ ~ i _ _ i ~ _ '250. QO _ _
~K - 6.67 , ~ I K - ~ i ~ - 'I - ,41.67 ~ 50.00 V.C. i i ~ ~ ~ ~ 900.00 ' © -1. 9' 00 0
~ ~ - . 47 i j ~ ~ ~ j ~ j ~ i ~ 100,do ~c
I ~ I ! ~ ! ~ K - ;;0.30
~ J I ' I ~ ~ ~ ~ ~ i i ~ - ~ -r---,--,------ -i----- 2 4 - _ 5.00
~i i I I 240.00, ! ~ ~ ~ I ~ I o.. Q ~ - ~ t ~ v ~ - ---t-----
i ~ i I ~ ~ ~ ~ i i i
I I i ~ ~ I d; ~ r
~ i i 1 I ~ i , i 0 ' I
i ~ I I i O ~ I O I ~ ~ I ~ ~ ~ _ ~ ~ C'
j ' ' ! ~ N i Q - - - _ - I ' i -
235.x0' i, ~ i I i ~ ~ - _ ; _ , I , ~ ' ! i ~ i ' ~ i t ~ ~
i I -----~-----f--~. ~ ~ ~ ~ ,
~ I ~ I ~ I
I A I I I i A ~ ~ ~ ' I r ~
~ ~ I L ~ ~ I ~ I ~ ~ ~ ~ ~ ~qT - ' i .235.00 -
30. oo~~ ~ ~ ~ F .v GROUND a ~ ~ _ i NAT AL ~ ~
I N O F ~ i "-~j~j, ~ i ~ i;
I ~ - ~ ~ ~ ) ~ ~ ~ i '
~ ti i ~i i I ~ro ~ I NTE.' ~ i i i ' j ~
i ~ N I "1 \ tii j N ~ ~ IN TALL DJ ; WATE p ; L ' ~ WA i ~ i ~0.0G
225,00, ; Q ~ t ~ ~ ~ ~ ~F ~ R I ~ ~ - - - E ~ - A _ '
I I l ~ ~ ~ I ~ I ' ~ ~ i h'J I L/ E FR STA. 5f2 ~ T ~ H \ OUGH STA, 6f70 fi- ~ ~ ~ + ~ ~ . . i 7
I ~ i ~ ~ ER) ~ ~ ~ ~ ~ i I M ~ ~U ~ i ! IMU . , o ~ ~ - ~
~ O' O! ~ i 1 ~ ~ I ~ ~ ~ ~ ~
i ~ I \ ~ I O: O i I o f i ~ i I v, 6„ T - c WA ~ ~ ~ W, ; - - _ . ~ 2 2 5. ~ ~ ~ ~ 0
220.001 ~ , ~ ~ ~ .i o ~ ~ ~ ~ ~ l ~ w,~T ~ 6 P~ . ~ ~ ~ ; ~ WI i ~ i ice' ~ ~ ~ '
i ~ ~ ~ ~~3' ~ ! ~ i Ll N i M~yjyU • . ~ ~ ~ i ~ ; i ~ ~ ZI
I ~ C I ALL OV ~MBANf~MENT F/LL G EAT E I ER THA ~ ~ ~ ~ ~ N, 7, ~ ~ ~ I ~ ~ ~I ~ ~ I I ~ ~ ~ ~ j I
Q~ Q ~ j , AS M~ASUR~D FROM RO OWA Y I ' i i ~ I ' 1 o I
~ ~ i CENT RUNE TO INI/ ~ i ~ ER7; OR A I Fr LL STOI,?M DRA/ GE PIPE CROS I i ~ i ~ I . - X220.00 .
I ~ , SN~S SH LL IN STALL ~ I ~ 215.00, ~ ~
- ~ _ ~ ~ GUAR©RAIL 0 D, 0. T. SP~CIF/CAPTIONS OR ~ I ~ i i i I I I ~ r I ~ ~ ! i ~ ~ I W i i h,
i i I ~ I 2''~ I ~ ~ W, ~ ~
I I i ~ i i v y I i i
~ ~ i ~ ~ i i i I I I ~ ~ ~ ~ ~ ~ I - - - 15.00 _ i -
n ~ ~ ~ ; I I i ~ ~ , ~ ~ X10.00: - ~ j - _ ~ i i
i ~ 1 I i ' ~ ~ I ~i i
- , ~ ~ ~ ~ i i ~
I ; ~ ~ 1 I _ i i ~__1_ i i II I
of ~ ~ Ni ~ I ~ ! t ~ I 1 I i I I i ' ~ ~ ~ _ i ~ ~ - _ _ - I Q . Q J
~n i r%~ ~ I i 205.00 ~ ~ ~ ~ ~ o I I i ~ ~ i ~ - ~ ~ ~ ~ ~i ~i ~
- L ~ N ~ ~ ~ I ~ - ---1- ~ M, I i M o' 00 ' ~ I N ~ ~ 1
0+00 N N 1-r 0 0 N i i i ~ ~ ~ 0 I N M; ~ N i.' ~ t0! ' N
2+00 N 3+00 4+00 5+00 N r~ ~ ~ p~ 0)~ N I N I i r+~~ ~ ~ ~i aj'~ ~i I i C~1
6+00 7~ N i ~ i N 7+00 I J N N' Nl, +00 ~ N
SCALES: 9+ 0 0 2 0 5.0 0 10'00 Ni 11 + 00 - 12+00
~ i , 13+ 00 14+00
50 HOR
1" _ ~ 5 VER
DALT ON ENGINEERING
FOR
IAA IA/~ I ~l-n ~ ~ ~ _ _ & ASSOCIATES. P A
YY YYH VCKL r I"°UIN~ SUBDIV/S/ON PHASE TWO 446 EAST MAIN STREET
4740 ?OHNSTON COUNTY, NC P.O. BOX 426 9 91979 550550--4741 FAX
CLAYTON, NC 27520
REVISION 007: ADDRESSED ?OHNSTON COUNTY UTU7/ES COMMENTS - 514101 JOB: 01003 DATE: 4/10/01 REVISION: 001
FILE: RCP01001 DRAWN: DBE SHEET: 3 OF 8

- - - - -
BASED ON N. C. D. 0, T DESIGN STANDARDS OF T
~ F/LL U lUZ/NG 3: 9 SLOPES WITH GUARDRAIL, AN 80' LENGTH OF Pl
~ WOULD BE RE U1 PE ~ 0 RED FOR THE STREAM CROSSING, THE
PIPE CROSSING WOULD DISTURB 148' OF STREAM BED.
~ NO INLET P1~'~?TECTION REQUIRED

V ' ~ 00 ~ i ~ 0, i' ~ ~
0 3 80 - ~ a
~ i ~ ' THE AREA OF R WITH HEADWALL ~ IPAR/AN BUFFER WHICH CONTAINS THE PIPE i
~ ' ~ CROSSING HA DA = 269, 0 ACRE t ~ ~ S S BEEN DENOTED W/TH A BOLD LINE, THIS AR A S ~
' ~ ~ ~ CONTAINS 9, 765 S, ~ ; OR E o Q 0,22 ACRES. ,
~
~ \ ~ ~ f
I ~ 750
~ ~ ~ ~f o z - W1 h ~ ;
~I ~ _ ~ ~ i J i C ~ J
0 / . ~ o c I 0 t w, i!1 p~ ~ 'W
~ ' - . ~ ' EXisr ~P d Q _ ~ ~ ; i~ -
ANC . N a ~ 6" . o ~P ~ ~ , ~
Q ~ i W,~r ' - ~ ER ~,N _ . I ~ ~ E o c ~ J' ~ p 3 _
; ~ ~ . ~ I v ~ : ~ o~ ~ R xo x~ _ ~ UB~ p -
~ tl~ INV. - 9 INV. - 212.40 Q P Rf ~ x~ ~ ~ ~ o
. ~N ~ o ~ ~ 5 5 ~R - ~
AM U ~ ~--p"` _
'
o _ _ / ~ _
~ . R
~ a ,.~-~i 6 P~~ 6 X 6 rEE R = 450' o ° F/
I ~ ~ ~ RE I~YDRAN~ m ASSEMBLY
' INV.-211.60
~ ,3'
I 0 IN ~ OTE.~ STA 9+93,93 =
ALL EMBANKMENT FILL GREATER THAN 7; ' INSTALL STANDAr~'D GUAR 6 X 6 TEE STA 0+00. DRAIL 2_6„ 00 FROM STA 5~-3.`~ TO STA 6f55 GATE l/,4LVES
AS MEASURED FROM ROADWAY CENTERLINE TO 1Nl/ERT FOR ALL ST ~ ~ BOTH S/DES
ORM DRAINAGE PIPE CROSSINGS SHALL INSTALL Q - I
GUARDRAIL Tp D. 0. T SPECIFICATIONS OR ~ i ~5O
BE A T 4:1 SLOPE OR FLATTER.
~ 3.~ 1 ~ ~0 3.' 1 FILL SLOPE

00 J0
~J

0~ QO
~Q
~v ~
i II cc^^ - ~ ~~vN~ ty~~ BUFFER
O oJ' ~ OI ~ cDl I I - , ~PgRIAN 50 R
. _ .~CALE.~ ~ »
~ N ~ ~ ~ h ~ - - =50' _ _ ~ d _ d: 'i ~ i hl ~ ~ - . ~ '
i ~V; ~i N N~ c~~ N ~V N ~V, N ~ N~ c I I ~ i i ~ ~ ~ i N N' N ~r 2~ 0, 00~ ~ ~ I ~ ~ I ~ I i N N~ N ~i h ~l .i ~ ~ ~D Cps
- ~ ' i I 1 F -----i_. 1 i I ~ ~ I i ~ _ I ; I ~ ~ NI Nj ~!!tV~ ~V~ N, t~, N N~ NI
i I ~ - I I 1.;40.00' ~ - J. I I i ~ 509 150 00' ~ - ~ ~ i ~ ~ N N• ~
©-3.0 q , 300.0 © 5.40q I i _ ! , ~ ~ -1--- 250.00
1 I i i j I i - - ~ 400.00' ©+2. ' Oq I - - - _ - _ ! ~ ,i
( 100, Ob' V. C. j i ~ i 'i I ~ 100, 0 V. C~ I I i ~ ~ ~ ! ~-00.00 © -1.009' ; ~ ~ l ~ a
245.00; ~ ~ iK = 6.67 ' P I ~ i ; K = , ~ 50.00 V, C. ~ ~ ,41.67 ~ ~ I I I i ! j ~
, + I = 3 .47 I i 100 d0 V. C; ~ I ' K ~ ?30.30 ' ~
I i i i I, ~ ~ i t 0 ~ ~ ~ i - - 1 ! ~ ~ --i-- - ~ ~ _ _ 245.0
j ~ ; ~ ~ I I I ~ i I i - - ~ - _ - 0
' i ~ ~I i i I. Q I ~ 'q l ~ ~ I ~ (
2 4 i `T- ~ ~ ~ ~ ~ I 0, 00 j i ~ i ---f-- i i i ~ ~ ~ I ! ! I
I i ~ i i i ~ I i i -.'`I~ . i ~i i
O ~ ~ ~ ~ ~ ~ - i
i ~ ~ i O I . I O ~ ! - - - - i . ~ ~ ~ ~ ~ -
~ ~ o I ~ ~ ~ ~N ~ ~ i i ~
235. ~ I I I i , ~ ~ 00; ~ ~ ~ - ~i i i i ~N ~ ! ~ ! ;
-------r -__~___~___I ~ ~ ~ ~ I Q ~ I ~I ~ ~ ~ ~ ( ~ I I i j ~ j ~ I ~0. ~ I i i i ~ ~
I ~ i I i ~ ( I ~ ~ ~ i ~ i ! ~ ~ _ ~ ~ i` I '
; I i I ~ A I ~ I ~ ~ ! ~ ~ , - - _ ' :235.00
i ! I I \ch ~ I i ~ ~ i ~ i i T ~ i ~ ~ i ~ ; j ~ !
230. ~ i ! I " ~ ~ ~ F ~ I i I 00 ~ I ~ I ATURAL GROUND
_ I ~ ~i i _ ~ ~ o I I I i'
~ ~ ~ i ~ I ~ ~ _ 2
I I , O N I - ~N I ~ ~ N.T. ~ N ~ O E. i ~ ~ -t-- ~ -~-~....L-_ ~ 00 - - 1_ i Ay '
I ~ I i ~ ~ i I I i , N c' IN TALL ~ D.l. WATE W i ~ r-- _ - I R A i, ~ ~ -
L ~ I Q ~ ! ~ F 225.00 ~ ~ ~ ~ ~ I Q ~ ~ j I u E FRO' srA, 5f2 I ~ ~ ~ ~ ~ ~ T R E ~ , j ~ , ~ ~ ----r...,
- , _ i ~ i ~ ~ rHROUGH sTA. sf 70 ! i ~ ~ I ...1._ ~ I R v o z'. ~ I
I i ~ ( I i i i i i i i i i ~ ~ , NIM~M -i--' ~ of : r . ! ~ ~
I I I O, O ~ ~ i I I I ~ i i R q1E Wi ___V
o~o~ ~ i i ; ~ i ; I I i , o ; o ~ ~6 i I i
220.001 , i ! ~ i I ' I , I ~qr ~ ~ ~ ~ . L, ~ i Wi ~ i j ~ i ~ ~ j
~ ~ /MU I ` ~ ~ ~ ' ~ ~ I I
~ ~ i ! i C0~ ~ I I I ~ ALL E~MBAN MENT FILL A ~ I i E TEf~ THA 7, I _ ~ I I ~ ! i ~ i ~ ~ W~ ~ ~ 0 I
As I M ASUR Q. Q, ; i D FROM RO DWAY i I ~ ~ , i ! ~ ~ I _ r ~ 2 20.0 J
CENT RtINE TO 1Nl/ERT OR 1 ' ~ ' I ~ I ~I ~ I ALL ST ' i I i O.M i ~ I ~ ~ ~ 1 ~ i I i ~ - _ , - - - ~ ! ! I I Z~ ~ I
r ~ DRAI AGE P1P ~ i E CROSSIN S SH LL IN T ~ I I i i i , ~ ALL 215 , 0 0 ~ I ~ ~ GUARDRAIL o D, o. T P~ ~ i ~ ~
i I s ~c1FlcArioNS oR I - ~ i I I ~ W I i h, ~ I ~ ,
i ~ ~ G ~ FAQ 4~ I i i , - i ! i ~ I I ~ ~ Vi I I
I i ~ I I i ~ ! ' i ,I I ~ i ~ I ~ ~ ~-_-__j--._.__._ - ~ n -r- ~ ' _ - - ~ ! i I _ - _ ~ 2 X10
i i I I _ - _ _ _
I I ~ , ~ i , I , ~ i ~ i I ~ ~ i ~ i 21 c. ~ ~ ~ ~
00 ~ i i i ~ ~ ~ ~ , I ~ ~ r ~j i ~ I ~ ~ i
' ~ I ~ ' I ~ ~ ~ ~ i R. C. S ! ~ { ~ rn ; I ~ I i' 1 I 7 ~ I ~ I r
j I I i i i ! ~ ~ 0.0~
j ~'i I ~ , i I I ~ l I Nj ; i i I O ~ ~ I I i i (0 ' OJ I i G ~ ~ , ! ~ j F ~ -
i ~ ~ I i ~ ~ I i i I I ~ i ~ ~ I O i to O I~ i i i O 1 I i i
~h i ~r ~ 205.00 ~ I ~ ~ i N i I c}' ~ ~ ~i ~ ~ I , i ~ ~ ~ _ I. i i i I N N ~
- N I I N N I 00 - i 1+ 0+00 1 N N 00 2+ I N ~ m' N. r~ ~ cV I ~ m , N ~ i O ~ Oi i '
00 3+ 00 4+ 00 5+00 N~ N i ~ ~ ( ~ N~ I DOS ~ ~I N' _.---~_L____ ~ _ N~ ~ N i N ~ N ~I
6+00 7-~ N 2a5. 00 7+00 8+0 0 9+ 0 L-,---------- 0 10+ 00 - - 71+00 12+0
0 13+00 14+00
SCALES:
1"=50' HOR » s
1 = 5 VER
DALTON ENGINEERI '''==--s-- NG FOR `
~ accnrier~c a n
WA VERL)l POINT SUBDIVISION PHASE TWO 4-'If 11 L EAST MAIN STREET g19 550-4740
?OHNSTON COUNTY, NC P .O. BOX 426 ~919~550-4741 FAX CLAYTON, NC 27520
JOB: 01003 DATE: 4/10/01 REVISION: 001 REVISION 001: ADDRESSED JOHNSTON COUMY U7L/T/ES COMMENTS - 514101
FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

___e__
Q BASED ON N. C. D. 0.7: DESIGN STA ~ NDARDS OF UTILIZING 3.1
FILL SLOPES W/TH GUARDRAIL, AN 80' LEN
~ WOULD BE R GTH OF PIPE ~ SQUIRED FOR THE STREAM CROSSING. THE
PIPE CROSSING WOULD DISTUR 1 ~ ~ B 148 OF STREAM BED.
NO INLET PROTEC%ION REQUIRED
J
~I Q f ~ ~ ~ DO
~ i ~ ~0~ i ~ 0 ;
~ ' ~ Ox 3 80'- ' ~ ~ ~ ~ l > so R c.P. s ~ ooq 0
J ~ THE AREA OF R1PARlA WITH HEADWALL ~ ~ ~ ~P N BUFFER WHICH CONTAINS THE PIPE
~ S CROSSING HAS BEEN DENOTED WITH A BOL DA = 269.0 ACRES
~ CONTAINS D LINE. THIS AREA ~ 9, 765 S. F., OR 0.22 ACRES. O 0 ,
f ~ ,
~ 150 ~i > jz ~ w'
~ ~ z ~ ' ~ ,Q i ~ ~ ~
- I i 1 ` AC V I V I ~ ~ I
~ . ` o ~ i W.11
~ i EXIS ~ N ~ T/NG 6„ o ~ ~P p ~ i I ~ ~ Q ~
P~ d l Q. Q C WgTER ~ , P QP ~ - 0
LINE M _ ~ ~ Q ~ ~ . ° 0 ~ ~ ~ , o o, _
~ c 0 3 C R . _ _
~ ~ . d~ , 4 INV, - 212.4 P _ _ - 2 2.40 ~ ~ ~ P ICE _
~ o ~ , ~ s SRO _

o a o d ,
; E
~ ~ ~ - ~ ~ ~ ER SIN
. _ ~ o~ 6 P 6" X 6' Tc,~ R - 450 0 ° -
~ FIRE HYDRANT
I ~ ; INV. ~ - f INV. ~ - 211.60 -
~ ~N f 3' ~N T
ALL ~ ~ I EMBANKMENT FILL GREATER THAN 7 ; ~ 0 E STA 9+9393 = ~ INSTALL STANDARD GUAR 6» X 6" T££
AS MEASURED FROM ROADWAY I F, ORA/L STA 0+00,00 FROM STA 5f35 TO STA 6f55 2-6 GATE t/AL DES
CENTERLINE TO INERT, FOR ALL STORM ~P~ ' B BOTH SIDES
ORAINAG E PIPE CROSSINGS SHALL INSTALL Q - i
GUARDRAIL TO D. 0. T. SPECIFICATIONS OR ~ i 15 0
BE AT 4:1 SLOPE OR FLATTER,
~ ~0 3.• i FILL 3.• i FILL SLOPE
0
J0 ~J

0~
QO 1 Q

~
~P ~ ~ ~i I ~ P O NI O, p~ Oj a,~ p! i _ gUFFFR ~pARIAN
50 R
~ ~ ~ ~ ~ j ~ ~ ~ I ~ i •I j ~ ~ ~ , ~ ~ ~ L E ~ = 50 - J~CA '
250.OOr ~ ~ ~ N N N ~ ~I ~ N N' N ~ ~i ~ ~ ~ o. _ - _
_ i , I I ~ ~ N~ N N ~ I , ~ , I N N N i ~ ~ _ i , , ; ~ , ~ I ~ ~ N ~i ~i o ob' o~' o~ N! `0' ~ N~ ~ N NI N1 "~I ~ oi~
I i i ~ i ~ ~ i N:N` N NI N', ~ N~
I 140.00 ~ -1, 509' ! I i i 150; 00' ~ -3.OQ9 ~ i ~ i, i v c ~ ~ ; ! i ~I ~I
300.0 ~ '5.409 I I i I i ~ __i
i ~ i ~ i 1 V. C. 1 245.00' ~ oo.d v,c i I 40'0.00' ~ f - _ _ 2 5 ~ • 2. ~30q ; _ _ - 1- - _ ~ _ _
6 67 K _ i V ~ ~ - 141.67. 50.00 V. C _ _ ~ } 000.00' ~ -1 - i I
I - - .4 ~ ~ 7 1001 ~0 V, C
~ ~ ~ ~ ~ I i i ~ i ~ I ' K = ;30.30
~ ~ I ~ i' i ~ ~ '
I i ~I ~ ~ ' ~ ~ I ~ - - -45.00 i ~ 4
240.00' ~ I ~ ~ ~ ~ i ~ ~ i' ~ ~ i i` i ~ ~ ~ ~ ~ i ~ ~ ; I ~ ~ ~ ~ -
~ I I i I i I
~ i ~ i ~ O~ I j i I ~ ~ o' i ~ o j
I i i i , I ~ ~ ~ i i ~ o
~ I po ~ I ~ I i I ; j ~ ~ ~ I f I i ~ ~ ~ ~ _ ~ , ~ _ 1 i. - -
235.00 i ~ ~ ~ i ~ I ~ ~
~ i. I ~ I ~ i i ~ Q. i i ~ i ~ ~ I ~
i ~ ~ ~ - ~ i ~ ~ ~ ~ ~ , ~ 1 ~ ~ I~ I ~
~ i i I I AI ~ ~ ~ I j .~~c ~ I ~ ~ ~ I
~ ~ ' ~ i I j I ~ i I ~ I I I i - t ~ ~ - - - 1' I ~ 1 - _
230.001 i ~ ~ ~ I ~ i ~F ~ ~ i i ~ O ~ i , i ~ ~ I ~ ~ ~ L AROUND ' Tl~ A ~ ~ ~ NA
I ''mot'"' I
i o~ ~ i i i
h p~, p ~ ~ ~ ro i Nd TE: ~ i _
I I ~c i i - r n ~ i ~ i ; ~ --fi-- 2 ~ ~
N /N I i TA I i ~ LL D.l. WAT E 225, 00~ , ~ ~ ~ ~ Q~ ~ UEFR T~ I I R ~ - q W _ ~ ~
~ ! ~ ~ ~ ~ ~ ~ ~ J S A: 5-I-2 , ----,-----a- ~ ~ i ~ I I I TH; DUGH STA. ~t70 T ~ ~ ~ ~ N ~ ~
'I ~ ER) f V '0 'I ~ i ~I
j ~ i ~ I I ~ ~ ~ i O O! ! I ~ ~ ~ I O O ! I ~ _ M1N~ ~ ~I ~ ~ i i ~ ~ i
I ~ i ~ \ ~ I i O~ o l i ~ ~ , R ~ ~ i ~ - - E T _ A _ 0 - 225.0
Ol~i ~ ~ ~ ~ ~ ~ ~ i6" , I ~ i D / 220. i I ~ ~ ~ ~ ) lygT R i
c~ O~ _ I j ~3' ~ i i ~ i i NE1 i ~ ~ ~i I i ~ ~ ~ i ~ ~ I ~ ~
M U I I~ - I I I i i ALL ,M - ~ ~ CO!/ BANMN E~ ET ~ FILL EATE~' THA , 7; ~ - , ~ i
QI i ; AS M ASU ~ i E RDF ~ ROM R D v. ~ OWAY I ~ I I ~ i ! ~ i ~
~ I ICENT~RI ~ I ! I i L NE ; TO /Nt/ERT, FOR ALjL STORM ~ ' ~ ~ I i ~ i___' ~ i ~ _ . - i i I ~ i ~I ~ ~ ~ _
DRAT GE PIPE CROSSIN ~ ' ~ ~ I S SHALL 1N~TALL ~ ' ~ I ~ i 21 5.00 i (GUAR RAIL TO 0.0.T SP~C/F/CA~~TIONS IOR ~ ! ~ I I i ~ ~ x'220.00 _ _ ~ I ~ _
~ i j a I ~ ~ ~ W , I
' ~ 4 ~ ~ 1 ~ ~ I I ~ ~ i 1 ~ i I
i j i Wei ~ ~ i ~
~ i ~ ! i i I i _~1-"_I -_C____- n _ - ~ .v0
210. i ~ ~ ~ ~ i ~ ~ i ~ i ~ ! ~ i i 00 - ~
i 1 ~ t----~__-- ' ~ i i ~f i i j ~ ~ I
I I 4 i 1 I , ~ _ 3 6 R. I CP i S I
I i
~i ~ ~ ~ ~ ~ ~ I i r N' i i i i i o i I r i ~ _ ~ -----r---___._ ~~n n ~ ~ I ~ ~ ~ ~ Q~, , - ~ -
205.00 M ~ ! , I ~ r o , ~ ~ I L!~~. U j ~ ~ i ! h I ~ i _
i N ~ ~ ~ , ~ N~ M ~ r ~ i - ~ O
_ i ~ ~i 1-+"OO i N N N I , ~ ~i ~i O+Ol1 N N, 1+00 , N ~ ~i ~ ~ ~I i ~ ~ ~ ~ N cV ~ J N
2+00 ~ N 3+00 4+00 ~ ~ I N I c N NI ~ M j I O; ~ m N i N i Kl ~ ~
5+00 6+00 7+00 N i N'~ - N' 7+00 N fV 8+ 00 N ,
SCALES; 9+00 N 1205.00 10+ 00 _ _ - 11+00 -
_ 12+00 13+ 00 14+00
50 HOR
1" _ 5 VER _
oa~TO NENGINEERING FOR
1//A 1 L
wH vtKL r f-'U/NT SUBDIVISION PHA SE TWO 446 EA ST MAIN STREET
WA V2
?OHNSTON COUNTY, NC P.O. BOX 426 ~991199 ~550-4740
550-4741 FAX CLAYTON, NC 27520
REVISION 001: ADDRESSED ?ONNSTON COUNTY UTUTIES COMMENTS - 514107 JOB: 01003 DATE: 4~10~01 REVISION: 001
FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

BASED ON N. C. D, 0. T DESIGN STANDARDS OF UTILIZING. 3.' 1
Q FILL SLOPES WITH GUARDRAIL, AN 80' LENGTH OF PIPE
~ WOULD BE REQUIRED FOR THE STREAM CROSSING. THE NO INLET PROTECTION Rr QUIRED
PIPE CROSSING WOULD DISTURB 148' OF STREAM BED. NO ll
0~
~ ~
~o pp - pp~ (3) 80' 60" R. C.P. 'S ©1.009
~ ~ p" WITH HEADWALL
~ ~ THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE DA = 269. D ACRES J , ~ P v,
~ ~ ~ CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS AREA o
S CONTAINS 9 765 SF. OR 0.22 ACRES ~
0 ~ W eQ'
~ 150' ~ J
i z (C C
~ o ~ J W ~ 1 0 ~v
~ c ~ ~P ~ o Q ~ o ~P ~ h
p . ~ P ~ ~ ~ % ~ P m o ~ 0 0 W
~ ~ ~ ~ o UB p ~ v o~ P
EXiSTi ~ ° p ~ N G 6 p~C ` h WqT ~ . ~ o ~ ~ x x 5 ~ c~
£R LINE Q 9 DRI o Q X ,~P,~P pN
I - 212.40 NV. Q . - 212.40 > 5 ER s AM N o C
~ ' L V ~ 'cP o
U 6 ~ ~ i a ~ E
~ SIN ~ . ' ~VArER ~ pVC 6 X 6 TEE
O n o ~ 6 FIRE HYDRANT o
I ~ I ' ~ ° R = 450'o ASSEMBLY
_ ~ ~
~ INV. - 21 INV. - 211.60
3 STA 9+93,93 =
i NOTE. NOTE. 6" X 6" TEE STA 0+0000
0 INSTAL INSTALL STANDARD GUARDRAIL 2-6" GATE l/AL DES
FROM ALL EMBANKMENT FILL GREATER THAN 7; ~ BOTH FROM STA 5+35 TO STA b+55
AS MEASURED FROM ROADWAY ~ `p~~ BOTH SIDES
CENTERLINE TO /Nl/ERT, FOR ALL STORM Q
DRAINAGE PIPE CROSSINGS SHALL INSTALL i 15O'
GUARDRAIL TO D. 0, T SPECIFICATIONS OR ~ 3:1 FILL SLOPE
P FLATTER. ~ 3:1 FILL SLO BE AT 4;1 SLO E OR ~0
0 J0 ~J

0~
QO
~ Q UFF R
~ IAN B RIPAR 50
~P P SCALE.' ~ =50
~ co ~ ~ ~ ~ ~ ~ ~ O ~ ~ ~ ~ O ~ ~ a ~ Q' ~ ~ o O N N h ~ ~ N ~ ~ ~ h I h h _ ~ _ `D~ ro rn ~ ~ ro rn ~ N ~ ~ ~ N ~ N ~ rn ~ ~
~ ~ ~ ~ ~ ~ ~ a ~ ~ "1 ~ N N N N V N N N N i N N N N N N "1 "1 ~ N; N N N N N
N N; N N N N N N N N N ~ N N N N N ti N N i N N N N N N N N N N N N N, ~ N N
i I, 250.00
250.00
140.00' ~ - .509' 150 00' ~ -3.0 9' 300.0 ' ~ 5, 40q ii soo. oo' ~ -1. ooq 40 .00 ~ +2. Oq
i
I I 100.0 V.C. 100. V, C 50, DO V.C. 100 0 V. C
K = 6.67 K = 41.67 ! _ .47 K 0.30 245.00
245.00 v I ~
~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~
~ i
240.00
240.00
o~ i N i
o0 ~ +N N
~ \ N N ~ N
~ ~ ~
235.00 ~ ~ 235.00 {
I. ~
A~ UND
~q GRO NAT AL
~ ~F~f' i ~ I
I O ~~F 230.00 o i 230.00
O ~ o ~ ~iNj ON NTE~ RA
~ N ~ ~ 'y IN TALL " D, 1. WATE ~ fi. ~ r I
N F~ LI E FR STA 5+2 VER)~ Z . M 0 o
Q ~ Q ~ J TH~DUGH STA. +70 ~ INIM~ ~ I . _ . ~ 225.00 M ~
225.00 ~ ~ W ~ _ AtER ~ i
» Vc 6 P
00 ~.6"~ ~ ~
00 WqT 00 , (~3M~. N ~ i I I _ ~ i ~ ~ i 0.00
o MGM CD ' - - o 22
220.00 ~ ~ ~E
ALL MBAN MENT FILL FATE THA 7; j II II AS M ASUR D FROM RO DWAY J
Q CENT RL/NE TO lN7ER7; OR A L STO M ~ i I
~ ~ DRA/ GE PPE CROSS/N S SH LL IN TALL
GUAR RAIL 0 D. 0. T SP CIFICAT/ONS OR W ~ I 215.00
215.00 i ~
rn
3-6 " R. C.. 'S ,'S 210.00
210.00
Q
~ O I N ~ I~ 00 N
c0 N ~ 00 ~ d' N O ~p ~ O ~ O ~ 00
tf) M ~ 00 M f~ Kj N O I cV O Oi I 00 r N M I ~ N I N N N 205.00
~ N N N N N N N 205.00 N N N N
- 2+00 3+00 4+00 5+00 6+00 7+00 1 +00 0+00 1 +00 +00 10+00 11 +00 12+00 13+00 14+00 7+00 8+00 9
SCALES. >
1 = 50 HOR -
1 " = 5' V E R
~
DALTON ENGINEERING
~ eccnr.ioTF~ p a
FOR , . ~
WA V WA VERL Y POINT SUBDIVISION PHASE TWO 446 EAST MAIN STREET ~919 819)550-4740 P.O. BOX 426 ) 550-4741 FAX
?OHNSTON COUNTY, NC CLAYTON, NC 27520
JOB: 01003 DATE: 4/10/01 REVISION: 001
aEUrsroN 001: aooRessEO ?ovNSroN courvTr ururiES conaMENrs - 514101 FILE: RCP01001 DRAWN: DBL SHEET: 3 OF 8

SNSEO ~,V ;b;~,D.0.7 UL~IG>V SIAND<ihU _ S OF vIIL~~NvG 3.' 1 ~ FILL SLOPES WITH GUARDRAIL '
~ WDU ~ AN 80 LENGTH OF PIPE ~ LD BE REQUIRED FOR THE STREAM CROS
PIPE CRO SING. THE
Q SSING WOULD DISTURB 148' OF STREA ~ M BED.
j~ NO INLET PR~'~'ECTION REQUIRED
I ~ ~i ~
1 ~ 0~ V ( ~ p, i~ i
~l i ~ x~
~ ~ i ~ , ~ (3~ 80'-60" R.C.P. S ~ 1 Op` i
~ P THE AREA OF RIPARIAN BUFFER WHICH WITH HEADWALL i
~ ~ CROSSIN CONTAINS THE PIPE D = ~ S G HAS BEEN DENOTED WITH A BOLD LlN A 269.0 ACRES ~ CONTAIN E THIS AREA v,
0 S 9, 765 S. F,, OR 0.22 ACRES. o i

b l~ ~ ~
' ~ 750 ~ i ~ '
~ o - _ z - ~ ~ . ,Q i ~
J, ~ J ~ ~ 0 ~
i~ ~ ~ ~ 0~ ~
FX N ; IsriNG s ~ o I ~ ~P o ~ ~ Q, i~
5 ,l , ~R LANE ~ QP ~ ~ ' i ~ ~ ~~V O ;r„ ~i _ _
0 0 a ~ ~ f ~ ~ W
R ~ ' ~r O v o~ CR a ~ ~ o ~ ~ ELI r_... V ~ ` ~ K x l _ ~
C ~ INV. - 2 ~ . N ~ i 4 ~ /NV. - 212.40 ¢ ~ ~ l P -cr ~
~ i ~ x P DR a _ _ ~ ON - - ~ Q ~ 5 ~R
i AM . _ i ~ N - - ~ -
a \ _ - o _
O ~ CIE
~I ~ ~ ~ prER
~ R - 450 0 ~ FIRE j-r v n DRr?, .
- . - ASS~M~9L Y
IN v INV. _ ~ . 211.60 ~
NOTE.• STA 9+93,93 =
O ALL EMBANKMENT F/LL GREATER THAN 7' INSTALL STANDARI' GUARDR l 6 X 6 TEE STA 0+00,00
AS MEASURED FROM ROADWAY ~ A L 2-6" G FROM STA 5f35 r0 STA 6f55 ATE (/AL I/ES
CENT Q' ERLINE TO lNl/ERT, FOR ALL STORM ~~PP~ BOTH SIDES
DRAINAGE PIP r`------ E CROSSINGS SHALL INSTAL Q
GUARDRAIL TO D, 0. T SPECIFICATIONS OR ~ i ~ 50
BE AT 4:1 SLOPE OR FLATTER.
3~ 1 ~ 3.~ 1 FILL SLOPE
0~
00 0 ~J

~ o
QO
-l Q
_ ~ r-- ~P
~ I ~ P BUFFER ~ p~RIAN
i o~ rol ~ ~ ~i ~I ~o' i 5p R
l ~ I
N' nl nil nl~ ~ "1' ~ o ~ _ .I ~ ~ ~ N; ~ j - - a'' d' l(j~ .i ~Jl~Ji ~I Rl~ ~ ~ ~Dj tp, cfl~~ r
0 ~ N 250.0! ~ ~ I N n, I ~ N, ~ N , , i ~ ~ N N N
L---~------~------- ( ~ j ~ N; Nf ~ N~ ! NI "7I N NI ~b t~ r., N!' ~ ~ 1 ~ i ~ ~ ~ ~ ~ ~ N c
i - 1'40. o o' ~ -1.5oq ~ ~ ~ 150;00' ~ -30~ q ~ ~ ~ i ~ ~ ~ i n; ~ I ~ ~ - I ~ ~ ,
300. D~ Q ~ ~ ~ ; i 5.409' I i i I ~ I ---t------- ~ _ _ `
; '1 Go. 0~ , b' V, ~ ; C. ~ ~ ~ ~ ~ ~ - _ _ _ _ 250.00 ~ _ _ 40(.00 C~ ~-2. i Oq { -
I 2 4 ~ ~ 100, o~o ~ c: ~ 5 ~ ~ i ~K = 66.67 ! ~ > i 1 i ~ i I 900.00 ! ~ -1.OOq ~ ~ ~ I
_ ~ ~ ! K = 141.67 1 { I I '50.00 V.C. 1 ~ - ~ ~ - ~ ' ~ i ~ ~ ,il = .47 I i I 100, 00 V. C;
Q -r---~- - ~ ~ ; _ ~ i K - ,30.30 I
~ ; > ~ I i ~ ! ~ ~ ~ I ~ i I ~ ~ ~ l 1- - - I ~ . - - - ~ ~ ~ 2 4 5.0 0
r I ~ i I I ~ I i ~ ~ ~ I ~ ~ ~ ~ I ~ I - ~
i i 240.00'
~ ~ ~ ! ~ ~ ~ i f i i a i ~ I i ,
i mil` ~ 1~ ; ! o ~ i
i I I I ~ O ~ ~ _ ~ ~ .
~ i ~ ~ ~ I ~ I O D i - - ----t---_ i ~ I N ~ . .
I 235. ~ ~ ~ N i I
N ~ , ~ ~ ~ ' ~ I ~ ~ ~ I t
- ~ ~ t ~
L ~ 6~ I ~ ~ ~ ~ ~ - , _ .235, 00
~ ~ ~ ~ i i ~ I ~ I ~ ~ ~ ~ i I ; ; ~ i ~ i I ~ - ~ I I ~ ~ ~ - i I
2 ~ ~ i 30.0 0! F ND U 0 R G
~ ~ ~ ~ ~ I ~ ~ ~ o ; ~ ~ ~ ~ \~F i I I i ' o ~ i AL lJR T NA 1 i ~ i { I
1 _ i - ~ ~ ~ i I ~ j I
o - I
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7 , , LL ~aMBANKMENT FILL uREATEh~ THAN ~ ' - ~ ~ ~ I ~ Q Q~ AS M~ASUR~D FROM ROADWAY ! i I i , ~ I ' I ~O~ ~ ~ ~ I _ . _ I ~ ~ ; ~
~ I i ~ ~ ~i i I CENT~RUNE; TO lNI/ERT, OR A I L STO I ~ i i i ~ ,
~ M j ;DRAINAGE PIPE CROSSIN ~ S SH LL IN TALL ~ ~ ~ ~ ~ I ~ ~ F i ~ i ~i ~ ~
215.00,, ; ~ ~ , , ;GUARDRAIL ~0 D, 0.7; SP ClFI ~ CATIONS OR I ~ i I i ~ i i ~ ~ ~ , i I t
~ --._BE g ~ , ~ ~ , ~ i ~1~LQr~~1R Fi A rrF~- ~ ~ ~ ~ ~ ~ i ~ i j i ~ I ~ ~ Z'~~ ! ~
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3+00 4+00 5+00 6+00 - ~ i N I N ' N
7+( 7 ~ ~ _ L---- ~ N'.205.00 0 9+00 10+00 11+00 ~ 1~+00 13+00 14
SCALES: +00
_ , 50 HOR
1 _ ~ ~ 5 VER

DALTON ENGINEERING
FOR & ASSOCIATES P.A.
w, WA VERL)l POINT SUBDIVISION PHASE TWO 446 EAST MAIN STREET g19 550-4740
P.O. BOX 426 ~919~550-4741 FAX
?OHNSrON COUNTY, NC CLAYTON. NC 27520
JOB: 01003 DATE: 4/10/01 REVISION: 001
REVISION 001: aoDRcssEO ?oHrvsroro couNrr uruTiES COMMENTS - 514107 FILE: RCP01001 DRAWN: DBE SHEET: 3 OF 8

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/ ~ / V1d / ~ ANGLE ROAD - r ,
SR 1529 I ~ SEEDING SPECS.
~ 'G~, a°"'' , ° 4r~q / ~ 1 4" PER. f7 1/4' PER. f7: 1 P f7 ~A~ T R 1'p Fl~ 4, ~ qt1 SEEDING MIX U E
~ 4SQ ` ~ .1 MAX a.
Q ~ r~ nom. / SPECIES TALL FESCUE RATE (LB/ACRE)
~ PAGE RQAD - SR 152 ~ r a• a ~ ~ ~ t1M M.a,rt SERICEA LESPEDEZA 106 T C n` KOBE LESPEDEZA 30
.2 U7 " t prra+ .f>7tx`t h O .U ~ r 7T~e, 5Mu SfiA.paw1~W..A.n ~ TYPICAL SIRE / J !4 PENSACOLA BAHIAGRASS 10
cn ~ svM*r ~ ) U~ NrS 5D SEEDING NOTES
T tJ a,nl ;,1~ 1+?S 2 o SITE ~ 1 ya u„ue~, I - d ~ 2'-,~° alA. 1. FTER SEPTEMBER 1 USE UNSCARIFIED SERICEA SEED 2. WHERE A NEAT APPEARENCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
~ ~ ~ aiVO'I"~b ~ a•~+ , COARSE AGGREGATE y U" rw`~"'" ~ 6" MIN DEPTH t7 nl~hndw I 1 ~,y.... LB ACRE. 3. OV R-SEED 50 l6/ACRE OF TALL FESCUE EACH FAIL, UNTIL WELL ESTABLISHED.
- cs Q ~4 ~ . ,.a. ~ ,...~4xf.~~. NURSE PLANTS
X rl~l ~ Fi1M IWrk ZONE ! 70NE? BETWEEN APRIL 15 AND AUGUST 1R~AFTERIA000STCRS,GADDA40MB~ACRE RYE (GRAAN)~ 10NE 2 ZONE ~ STREAM FORESTED FOREST SUNOANGRASS. PRIOR TO MAY 1 0
r ucT~o ENT ANCE CONS R FOREST FORESTED BED & DENSE & DENSE CROUNQ FALL IS BEST FOR TALL fEgCUE ANDEEDEOWALLEFESOUELeSPVERYAEFF~CTIVEEEUSEG OF
NTS GROUND KOBE LESPEDEZAS OVER THE FALL S
COVER COVER UNHULLED BERMUDAGRASS SEED IN FAIL.
20' JO' 30 20 APPLY M~M~ ANDT FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 1,D00 l6/ACRE 10-10-10 FERTILIZER.
NT MULCH
~ICINIT~" MAp ~ M R©CK DA APPLY' 4,000 LB~ACRE GRAIN SULCH BY TAOCKINGEWTH ASPHALT, ROVINGRORUINEiBTNG. MULCHING MATERIAL. ANCHOR M
NTS NETTING IS THE PREFERRED ANCHORING fJEfHOD ON STEEP SLOPES.
LEOEND As pI~E WAVERLY POINT PF{ ~ MAINTENANCE REFERTILIZE IN THE SECONp YEAR UNLESSNOT NECESSARY~LRESEOED~FERTILIZE ANDMOWED
D SEDIMENT TRAP cEVEr. sPREU~R MULCHODAMAGED AREAS IMMEDAOEW~~G 15
~ sae
DIVERSION DITCH u~a~ REAOER SEEpBED PREPARATION
ION ~ w~ r, sr DUFLET PROTECT J _ ~o• R.Qp ~ ~ 1N . ?69.0 AG9ES \
STRUCTION ~'NTRANCE CON ~ R NOFF 8Y CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL SHffF -FLOW CONDITIONS IF PRESENT.
- IN CHANNEL RIPRAP L E4 ~„r--- RIP THE ENTIRE ARE/i TO A 6 INCH DEPTH.
REMOVE ALL LOOSE kOCK, R007S AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM
EL SPREADER o LEA/ ~P4 1 a 9 10 ~ ~ 5 APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH 11 12
IMENT ~"ENCE 3 4 6 6 7 11 12 SED J~ ~ r~ SOIL. CONTINUE TlLLACE UNTIL WELL- PULVERIZED, RRM, REASONABLY UNIFORM SEEDBED IS
® o ~ ROCK DAM o PREPARED, 4 TO 6 INCHES DEE .
_ , r ~ 2 SEED ON A FRESHLt' PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EOWPMENT OR CULTIPACK AFTER SEEDING.
1`V(~~i ~~~~~.~R~I it l"()~r i,t1~~~11~UC l1~i11 N. - ECT/ON OF RIPARIAN BUFFER MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
52 A. TYPICAL CROSS S NrS INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
rRwv PLANTING SEASON, IF POSSIBAL LIME TFERTILIZ~RL~NDESEEDINGORAT~S ACED, RE- c ESTABLISH FOLLOWING ORIGI ,
V CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
b• 2~ 2~ 22 21 20 19 3D 51 28 2~ 24 23 10 ~ 9 18 ~ 7 PERMANENT COVER IS ESTABLISHED.
0 CONSTRUCTION SEQUENCE
5p TYPICAL RIP RAP CHANNEL i 1HE DONTRACTOR SHALL INSTALL THE SEDIMENT TRAPS, CHANNELS, ETC. AS SOON AS
PRACTICABLE.
~n g 9 d W E1ffCTIVE EROSION CONTROL MEASURES SHARLL BHEERNIOTp~E~OTIONISiHAOT w~lL DISTURB fi''--`~I Ccl~tMENCEMENI OF GRADING, EXCAVATION 0 0
60" PIPE + ~ ~ 4~ ---r-- ~ 2~ ~ THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE - - Ci~NTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL 15 APPtICABLE A5 THE
T . • 30 _ _ . 3 ouTLE 6a PIPE + _ o 48 WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGIN I~I~I~I A i TED AS SOON AS POSSIBLE TO MINIMIZE
PIPE DIA. (Dp 3 - At1 DITCHES, CHANNELS, ETC. SHALL BE ST BLZ 208 R FABRIC OR EROSION CONTROL REQUIREMENTS.
" PIPE ° ~1 so OPEN SPACE FILTE .E THE PIPE IN 7HE STREAM SHALL BE tNSTALIED AS FOLLOWS: INSTALL DOWNSTREAM CHECK GRAVEL BEDDING DAM/WEIR, INSTALL UPSTREAM COFFER DAM, INSTALL PIPE, REMOVE COFFER DAM, REMOVE
it 47 6.675 AC ~ 32 k DAM/WEIR AND TIE INTO THE RIPRAP DISSIpATOR
46 196 TRAPEZOIDAL TNt, CONTRACTOR SHALL TAKR W TER~COURSES DUECTOTITHE CONSTRUCTION OFTTHISOF ADJACENT STREAMS OR OTHE
3~ wPE r? PROJECT.
TAKE ~.VA MARIE L' O 12' R.GP. I a Al • J7,f ACRES C B TNf CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A 0000 WORKING S1ATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE
45 6 r 0 TH CHANNEL LINER EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO CHANNEL BOTTOM WIDTH SIDE SLOPE DEP STREAM SILTATION.
L o A 4 riew ~ g' 3:1 1.9' 12" RUCK RIPRAP THE CONTRACTOR IS REFERED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION Of ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
44 ~ o _ r~ i i
~i ~ ~ 35 ,~~or~s~
RIPRAP-LINED CHANNEL DET~I/L THRU 5JA ARE NOT BUILDABLE LOTS BUT MAYBE DEEDED '
~ ~3 NrS LOTS 40A AS DESIRED BY THE OE~fLOPER.
i 36 THE LEVEL SPREADERS SHALL BE LOCATED OUTSJDE THE RIPARIAN TlON.
L 3b D50 A p W DMAX APRON 42 BUFFER AREA AND SHA1L REMAIN AFTER COMPLETION OF CONSTRUC
PIPE Q FT, INCHES) THICKNESS A. CFS (INCHES) (FT.) ( ) ( ) ( 31 B REFER TO NCDENR, DIVISION OF WATER DUALITY GUIDANCE MANUAL FOR
PIPE DI ( ) ckwNEi ! „ R1PRU' r~vEO ckw~ 37 PROTECTING AND MAINTAINING RIPARIAN AREAS.
0" 54' 31' 75' 30" 45 ~ 4 1 3-60" 686 2 32B 5, POS1
Jo~ ~ EASprExr 41
our 38 338 2 4
2 1 0o cu FT Ac FILTER FABRIC
40 w ° 348 B / ~ ~ ~ STEEL "T" POST OR
~ FILL ~ COMPACTED W 39 ~ ~ ° Z 4" DIA. CRESOATED ro ~ PST 0
~Q _ Z FLO ~ 35B ~ - ~ ~ C ~i~ ~ ~ ~
A - - 45 nAP r, o a° I ~ FILTER 14" MIN. N u
o ~ ~ I 1 ' ~ sP ~ FILTER FABRIC FABRIC ~ O
3 St~E A" X-SECTLON U d O
O OUTLET 6 q,q,B ~i HOG 8" MIN.
~v P/PE 0lA. WIRE FILTER
` V DESIGNED SETTLED FABRIC TOP OVERFlII 6"
I FOR SETTLEMENT FENCE TO BE PLACED V-TRENCH
`A SION DITCH 43~ DIVER AS NOTED AT THE EXTREME LIMIT MIN. 8" BACKFILL 4"x4" HOG WIRE
NTS APRON MIN. T BE W LAYER OF GRAVEL TO BE PLACED OF THE AREA 0 ~
D L 3D W DMAX THICKNESS STONE THICKNESS / PIPE Q 50 A p CLASS REQD.~ EMERGENCY BY-PASS CLEARED BETWEEN POST 2.1 SIDE
s Fr. FT.) (FT ~ (INCHES) (cALC.) bIA. (CFS) (INCHE) ( ) ( PIPE g 23" ~ OPEN SPACE SLOPE MAx, 6" BELOW SETTLED AND FILTER FABRIC TOP OF DAM
1:1 SIDE SLOPE MAX. NATURAL GROUND SEDIMENT FENCE
4 10" 2$' 10.5' 31.5' 15" 23 2 42' 95 14.098 AC CROSS SECTION / Nrs
YM,u9tf FlLTER FAl1RIC 3' MIN.
ROTC T/ oN AN7fRNi _
L ET P SIAPifO IN our PUCE 6. w,N ~i~~ =m~
NTS d ~ SD ~ R~ IEt'fi GP ~ i ~ 9CfipgR SEDIMENT TRAP ;~;O7RE~ERtiw~~~~
Of SPRfADFR ~ - , F~ I _ R Nrs
8UR ~ 6• N!N
/
l SEDIMENT TRAP MINIMUM REQUIREMENTS AND
vECfTA7E0 y y y DISTURBED DRAINAGE VOL. REQ. DESIGN SURFACE SIZE ACTUAL WEIR
ONERSbN . . y' rRAN51l10N TRAP AREA AREA C,F,) CFS AREA (D-W-L) SIZE LENGTH
ro o cR~of y AC. AC.) ( ( ) ( FOR
• y ~V •Y 45D 1.1 162 3.5'-9'-18' 567 4' 1 0.25 0.38
• `y y W W ' y y W W
y • y y y y .Y W ' -18' -36' MC 3.5 2,268 12 HNSTOM CCUM~; 052 13.0 648 T~WMSH~P, 2 1.14 5.96 2, CLEVELAND
y y y J, y y / .y W W ~ 3lAB1L.tii
SU84E y y W W W SLOPE UNO15rUR6fO y y w y y y y y ounEr 1 y y y w 44 .72 792 2.0 242 3.5'-1 t'-22' 847 4' 3 0, 0
y y y •Y `y l..
y ~ y y W y W ~ y y W y y
.._...i• Mu ,,,e .r.;n. nl rutt~o oc~wUd to !M y. ~L y y y y y y a 1 ~ft a F,7 2.484 I 10.9 722 3.5'-19'-38' 2,527 12' ~
OirKUon col lbr and owe Ur, Probctlw mukh. y y y, y y V JY `Y
W y J' `Y y IV y y `Y y 0.7 9B 3.5'-7'-14' 343 4' ENGINEERING
y y y y y y Rol
200 0 200 400 600 & ASSOCIATES, P.A. 3.5'-7 -14 343 4' SSI
MINIMUM DIMENSIONS 0.15 0.24 270 0.7 98 ~q% 6 ~ 446 EAST MAIN STREET g 1 g 550-4740
is--w;nbh t ann ch 12 -inch DESIGN FLOW rNTRANCE END Boom o MCA- r SEAL 12'-24' 1,0 oB 6' s 16282 P.O. BOX 426 919 550-4741 FAX
Jan CFS) WIDTH DEPTH WIDTH LENGTH 1> > wyo by ancha~np SIZE ~ .44 owibapnp 3.4 28B 7 0.50 1.43 900 CLAYTON, NC 27520
/ GIN EB
TEMPORARY -LINER "A" 0-10 10' 0.5' 3' 10' Scale 1 00 10-20 16' 0.6' 3' 20' NrS T DATE. 2/12/01 REVISION: 002 Dad
• 01003 JOB.
NOTE. DIVERSIONS LABELED AND H SHALL ADDRESSED STORMWATER COMMENTS - 3/15/01 REVISION oat N: DBE SHEET: 1 OF 1 ~ FILE. DRAW
REQ(/JRE A rEMPORARY STRAW WITH NET LINER. R LEVEL SPREADS 1: ADDRESSED NCDENR COMMENTS - 312101 RECISION 00
/V Ts