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SHEET INDEX:
1. OVERALL LAYOUT
2, EROSION CONTROL PLAN (PHASE II)
3. UTILITY PLAN (PHASE II)
4. STREET "A" PLAN AND PROFLE
5. STREET "8" PLAN AND PROFILE
6. STREET "C" PLAN AND PROFLE
D-1. DETAILS D-2. WATERLINE DETAILS
GRAPHIC SCALE
a ~ OWNER:
JDG INVESTMENTS
P.O. BOX 595
tMF'~') SELMA, NC 27576
' 1 inch ~ 150 tk
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. Z;dw ; •w I`' ww•y It CHECKED arch SUKVtYING ANU 201 GLEN ROAD Uf JVV I I"r Vr ENGINEERING, INC. GARNER, N.C. 27529
y'~!I'lGy' 11-17-OS LRH 919-773-0183 '•F l+` PR"
j Doh 919-773-0148 FAX REVAO. DESCMPnoN$ DALE l"/ h~, 11+1 l191iflll U OF: 6
REVISIONS URVEYING/ENGINEERINGA.AND DEVELOPMENT

f - ----s r- _T - . ~ _
i
_ - ~ ~ - ~ ~ aF P~c.TS- - _ - TABLE
- - - - - - ~ I ~ ~ _ _ _ - _ I SIB AN _._STR€-A~I f BUFFER AC \
_ - - I - _ ~ ~ 1 /0.17. r---- 'f•48 0.23
. 78
~ I ~ / / / ~ - - - - X240 • " ~ _ - - ~ d G
\ DP-1 TENDS A ~OSS E I eA' ~ a z ~ ~ y~ i -
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~ ~ a ~ / ' ~ ~ ~ ~ 2 080 kF ~ ' R / ~ _ , 1..-- - ~ ~-~b~°
~ a WI H W D ' r 131 ' . ~ ~
~ ~ a ~ _ SEDIMENT TRAP DIMENSIONS DA= .7 AC. ~ . _ • V ~ ~
' ' ~ ..--350-' N ST WIDTH LENGTH DEPTH WEIR ~ ~ Ls 3 j / / ~ / i -4 / STREET B' STA. ~ ~
5 14' 28 2 4 ST-a STR W W/ ~ - HIPh~ ° N1PH-P91NT -
N ~ ~ TYP 2 4 i / ( ) 6 16.5 33 ~ ~ ,~4W W NETTING
_ `STRAW W NETTING ~ ` I _ f
7 13' 26' 2' 4' - - = _ - - i ~ ' - ~ ~ + ~a+ao 13+00 14+00 _ I
8 9' 18' 2.5' 4 76 ~ ~ ~ i , ~ \ , ;
9 32.5 65 2 ~ r ~ ~ r i
W - ~ T ~ - ~ ~ %
- LEVEL SPREADER DIMENSIONS ST-5 j , ~ _ AW W/ ~ G l ~ 1 i , _ - - - 3`T~Aw I J
DEPTH S -s LS ENT. WIDTH END WIDTH LENGTH ~ ~ ~ ~
3 10 0.5 ~ /r a ' 1 10 r a / AINAGE W 10 x 0 SIGHT ARROW I ~ ~ ~
i ~ ~ LS-1 ~ r a a a 2 3 10 0.5 ~ it N 2 TRI (TYP) ~ t ) I t ~ - ~
3 10 3 10 0.5 ~ r a ~ , 75 / ~
\ 3' 10' 0.5' i r i a a - r ~ ~ 4 10 / r / a a ~ ~ ~
$ r ~ ~ 8 ~ \ a / AT E 9 ~ 10 11 l ~ ; \ ~ / / 11 ~ -
i a a a I ATOR PAD DIMENSIONS ~ ~ E Fl E DISS P ~ ~ FFSI TES ~ , ~ i i /
~ ( , ~ 74 i ~ %
DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH ~ \ / ~ I ~ END OF PIPE END OF PAD ~ ~ / ~ y ~ % ~ 1
i ~ - ! ~ ~ / ~ / ~ ~ ~ / ,
1 N A N A 60 1.5 2.0 ~ / ' ~ ~ r r l c l 1 i I ~ ~ I ~ ~ ~ % ~ , I ~
i I ~ ~ i ~ ~
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~ DITCH LENGTH SLOPE LINING # » » ~M N~
1 1100' 2.0~ STRAW W NETTING n
» > PLACE A ROCK CHECK DAM AT THE END _ +N MN
TH DISTURBED AREA. PVI STA = 8+50 ' OF E .j
PVI ELEV = 234.00 PVI STA = 12+50 2+50 ~ J
LENGTH = 335.00 PVI ELEV = 257.00 !57.00 ~ W
_ ..____.K =_30.04 LENGTH =_260.00 x0.00 ~__---_T___-__.-___ _ _ _ 260
260 r---- --r- - -----r ; - K ~ ~0.29- I !g T i
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OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. o Q ~ ~ ~ _ w ~ ' I
R T CULVERT WITH EACH INVERT ONE FOOT BELOW THE - W 2. INSTALL THE FI S PR OSED GRAD 1 ~ M N ~ A I I ~ ~ ~ ~
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~ - BED TO REDEVELOP. . 5~ W
3. INSTALL DISSIPATOR PAD. N J <Q ~ ~ I ~ ~ ~ ~
4. DIVERT THE STREAM FLOW INTO THE FIRST CULVERT WITH SANDBAGS. I = = p ~P P ~ _ - --I- - - P - ~ 240
5. INSTALL THE SECOND CULVERT AS IN NOTE 2. _ __-4 _ a a _ G _ ' TH STREAM TO 240 - - - ~ ~ REMOVE THE SANDBAG DIVERSION TO ALLOW E ~ ~ 4 i
FLOW THROUGH BOTH CULVERTS. t ~ Wq R. ~ ~ ~R( 1 rNE
T FENCE ALONG ~ 6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SIL ~ i ~ ~ ~ i
THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO i ~ I ~
SEDIMENT TRAPS TO CONTAIN SEDIMENT.
' 7. GRADE ROADWAY. - - rt ~
AY FILL SLOPES AS SOON AS POSSIBLE. 8. STABILIZE ROAOW i I ~ {
I i i , i ~ ~ ,
I I EX STING GRAD i ~ ~ ~
I ~ _ _ ~ -f- 230
230 - ~ _ I
W/ AD ALL EACH ND i ~ i i 1 i
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» »
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REV.NO. DESCMPIMS DALE tlfay
REVISIONS URVQ1NQ/ENQINEERINQ/LANQ NT
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SHEET INDEX:
1. OVERALL LAYOUT
2. EROSION CONTROL PLAN (PHASE II) 3. UTILITY PLAN (PHASE IQ
4. STREET "A" PLAN AND PROFILE
5. STREET "B" PLAN AND PROFLE
6. STREET "C" PLAN AND PROFILE
D-1. DETAILS
D-2. WATERLINE DETAILS
GRAPHIC SCALE
o ~ OWNER:
JDG INVESTMENTS
P.O. BOX 595
(MF'G') SELMA, NC 27576
1 ~b - iso n.
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CHECKED LRn ' JUKVLTINU ANU 201 GLEN ROAD V r , V U (lit U h h t U K I F' LA N I A I I V N I I DWG FILE # VERTICAL
ENGINEERING, INC. GARNER, N.C. 27529
~M1, • ~',:Y~dJ J~ 'a LRH 919-773-0183 ~W PROd ENG. 11-
t+EVNO. oESanPnoNS DAZE 919-773-0148 (FAX) REVISIONS URVEYING/ENGINEERINGA-AND DEVELOPMENT l OF: 6

i

Y ~ ~ - v/ TABLE OF_1MPAC.TS- -
I ~ ~ SIB AN __~.1'R€AM BUFFER AC
_ I I - i _ ~ 1 /0.17,- t48 0.23 l i
~ ~ - ~ 1 / - 78
11 / / -
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~o a ~ / ~ _ _ I / _ _ ~ ~ ~ ~ 77
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N ~ / ~_25p._...- ST WIDTH LENGTH DEPTH WEIR ~ ~ 3 I ~ / ~ ~ / STREET B STA. ~ ~
z -4 / / - - 5 14 28 2 4 gT_T W W/ / - Hlf~l-Pi ~ 1 - -HIGH-POINT - ~ 1 ~ ,
~ ~ TYP ~ 6 16.5 33 2 4 / ~ ~ TYP
' _ ~ ~W W NETTING - _ 7 13 26 2 4 e+o ~ - _ _ _ _ ~ STRAW W NETTING
~ 8 9' 18 2.5 4 ~t 13+00 14+00 ~ - ~ 76
~ ~ \ \ ~ I
9 32.5' 65 2' 8' ~ ~i - i _ _i ~ ~ ~ ~ ~ , r - I I I I ~ ' ! l l ~ ~
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LEVEL SPREADER DIMENSIONS ST-5 ~ - ~ , I
LS ENT. WIDTH END WIDTH LENGTH DEPTH ~ S -s 1 i l
1 10' 3' 10' 0.5' ~ /i ~ ~ r f a AINAGE W / 10 x 0 SIGHT DR f
2 10~ 3' 10 0.5' / LS-t r r a N a a , i ~ ~2 ~ / ARROW ( ) ~ ~ ' TRI (TYP) ~ J ~
i~ / I 3 10 3 10 0.5 ~ r a , 75 ~ '
4 3 10 0.5 , ~ 10 ~ i r ~ a a N ~A B ` ~ ~ i ~
S Sy1 a ~ ~ AT E 9 ~ 'I~ / / ~ 11 ~ ~ ~ ~
IMENSIONS a s a E Fl DISSIPATOR PAD 0 ~ / ~ / FFSI TE$ ~ ~ , ~
i ( i , 1 ~ 74 / ' /
DP# WIDTH AT WIDTH AT LENGTH D50 DEPTH , ~ ~ ~ ~ ~ 1 ~ ~ 1 END OF PIPE END OF PAD ~ ~ ~ / r y / ~ / ~ i i
60 1.5 2.0 I ~ ~ i l l % 1 NA NA , ~ ~ ~ ~ i / / ~ ~ / I
I i ~ ~ ~ / / ~ 1 r ~ r f li i / ~ ~ ~ r ~ ~ / ~
~ I f ~ ~ ~ ~ / ~ / ~ i ~ i ~ ~ ~ / ,
OUTLET DITCH DIMENSIONS , 1 \ i I i
DITCH LENGTH SLOPE LINING » » ~M N~
1 f100' 2.0~ STRAW W NETTING ~ Nj
» > PLACE A ROCK CHECK DAM AT THE END _ 'F' N MN
OF THE DISTURBED AREA. PVI STA = 8+50 .j
I PVI ELEV = 234.00 PVI STA = 12+50 X50 ~ J
LENGTH = 335.00 PVI ELEV = 257.00 7.00 ~ w
K = 30.04 ~ LENGTH 260.00 ).00 ' .~---r-._.«.~~_~-_ .~_.__.._____T 260
260 .---------r---~__.-___. _.-__.-__..,__._._-._--T- K~0.29 I ~ 1 i I
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2. INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE w » \ PR OSED GRAD I I J i
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BED TO REDEVELOP. • ~ I i
` N ~ 1a ~ 3. INSTALL DISSIPATOR PAD. QQ I I j i
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FLOW THROUGH BOTH CULVERTS. ~ ~ ~R 1 u ~ NF
R CULVERTS AND INSTALL SILT FENCE ALONG I ' ' 6. PLACE ROADWAY FILL OVE i ~ ~ ~ i I
THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO ~ ~
SEDIMENT TRAPS TO CONTAIN SEDIMENT. I ~ 'i - ~ ----1---------____ _
' 7. GRADE ROADWAY. - ~.~.____I-~ _ - ~ ~ ~
8. STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE. i I I ~ I I i ~ 1 I ~
i ~ I
EX STING GRAD ~ ~ ~ ~ ~ ! ~ I i ~ ~
I i _ ~ I I - --~--t--i 230
230 ----r ! _ - I ~ i
W/ AD ALL EACH HND ~ I '
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~ USE ROA WAY STAND RD DRAWIN 838.22 ~ ~ I I I i ' I I j
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7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
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REV.NO. DESCRIPTIONS DATE R. M f:i; G a,
REVISIONS '11"YIN IN I A NT
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1. OVERALL LAYOUT
2. EROSION CONTROL PLAN (PHASE II)
3. UTILITY PLAN (PHASE II) 4. STREET "A" PLAN AND PROFILE
5. STREET "B" PLAN AND PROFILE
6. STREET "C" PLAN AND PROFILE
D-1. DETAILS
D-2. WATERLINE DETAILS
GRAPHIC SCALE OWNER: JDG INVESTMENTS
o ,m P.O. BOX 595
SELMA, NC 27576
(nr Fser
i i iaon - sao n. SHEET N0.
SCALE
po~~~~~ y oesam FEJ DATE: NOV. 2005 HORIZONTAL:
OJ. 05-0051 1 „=150' SW PR ~
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22M dWVv%'ll c~ LRH lk 03 ENGINEERING, INC. GARNER, N.C. 27529
LRH 919-773-0183 Fy''•~:1`iA~ Fkor. -773-014$ (FAX) .,~F' w.. DAN 919 )
REV.NO, DESCRIPTIONS oA 4+urrr~tip~~~ REVISIONS - Jv
`~CO

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_ f - v/ TABLE OF.1kIPAC7S- -
_ _ _ r ~ I N __STREAM BUFFER AC - I SITS
~ 1 /0.17; fi48 0.23
~ ~ ~ _ ~ 78
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4 10 / , a ~ B , $ a ~ ~ ~
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END OF PIPE END OF PAD ` ~ ~ ~ r ' r ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~
N A 60 1.5 2.0 1 N A ~ ~ ~ ~ , ~ ~ I ~ ~ ~ ~ ~ / ~ ~ /
1 ~ ~ ~ i I ~ A ~ / ~ ~ ~ , ~ / / ~ ~ i ~ l ,
T H DIMENSIONS ~ ~ ~ ~ ~ I 1 ; ~ OUTLET DI C ~ ( ~ I j I 00
» » I DITCH ~ LENGTH SLOPE LINING ~M N~
1 f100' 2.0% STRAW W NETTING ~I > n M
MN
A ROCK CHECK DAM AT THE END PLACE PVI STA = 8+50
OF THE DISTURBED AREA. PVI ELEV = 234.00 PVI STA = 12+50 i Q W F- J
LENGTH = 335.00 PVI ELEV = 257.00 ~ fn W
260.00 K = 30.04 LENGTH =
' 260 --T---- - -r----.-_ _ ~ ~ _ K = 0.29 ~ I i ~ ~ I
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OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. ~ a _ - - i i
2. INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE - w PR OSED GRAD ~ N N \ I ~ ~ I EXISTING BED OF THE STREAM TO ALLOW THE NATURAL STREAM 0~ _ U
BED TO REDEVELOP. ; W b J I i
3. INSTALL DISSIPATOR PAD. ~ ~ I P ~
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VERT AS IN NOTE 2. - - ____a a_-__~_ _ G 5. INSTALL THE SECOND CUL 240 pV 4 S Wq ~R,
' REMOVE THE SANDBAG DIVERSION TO ALLOW THE STREAM TO TfR~ 1 ENE
FLOW THROUGH BOTH CULVERTS. ~ I i I
6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SILT FENCE ALONG i I I THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO i
TO CONTAIN SEDIMENT. ~ ~ SEDIMENT TRAPS I
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"•`F' :4~ I.. LRH 919-773-0183 06 PROa ENC. -773- OF: 6
1 ADDED WETLANDS INFORMATION 1 DAN 919 0148 (FAX) REVAO• DESCMP7MS WE
URWYING IN /LAND DEVELOPMENT REVISIONS

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f w EET INDE
1. OVERALL LAYOUT
2. EROSION CONTROL PLAN (PHASE II)
3. UTILITY PLAN (PHASE II)
4. STREET "A" PLAN AND PROFILE
I 5. STREET "B" PLAN AND PROFILE 3 6. STREET "C" PLAN AND PROFILE
2
~ 0-1. DETAILS 4 D-2. WATERLINE DETAILS
4
I 0 ti
OWNER:
RAPHIC SCALE G JDG INVESTMENTS
~ P.O. BOX 595
o SELMA, NC 27576
n~ ~r
t 1 iach ~ 160 tt. SHEET N0. SCALE
,ti~punrrgr . DATE: NOV. 2005 HORIZONTAL•
CAR ~~~~r o~am FE,1 ~t1~ Q~i -
4 05-0051 1 y=150 SW PROJ. !I
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22933 ~ CHECKED ENGINEERING, INC. 919-773-0183 OF:
< GARNER, N.C. 27529 <~..~t,G d,~F~:;.• 11-17-OS pg" LRH 919-773-0148 (FAX)
DATE of In^ \ ENC.
h i i11` REY.ND DESCRIPnONS DAZE s"
REVISIONS

= _ ~ ' ~ ~ vi TABLE OF IMPACTS- - - - _
~ SIB AN _..S-TR€A#~ BUFFER AC
I~ 1 /0.17 fi48 0.23
~ I ~ ~ -
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ST WIDTH LENGTH DEPTH WEIR ~ \ Ls 3 I I ~ ~ ~ / ~ / STREET 8 STA. ~ ~ 1 ~ ~ ~ I
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N N , ~ TYP 6 16.5 33 2 4 - ~ / ~ ~ i ~ ~
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8 9 18 2.5 4 13+00 14+00 ~ 1
~ ' / 9 32.5 65 2 8 ~ , ~ ~ , ~ - ~ - , - 76 ~ ~ \ i 1
~ ~ ~ - i - 1 ~ + - i ~ ~ J I
~ ; ~ / ~ i~ ~ ;
LEVEL SPREADER DIMENSIONS ST 5 . - ~ ~ I _ _ _ J _ - - ~Aw ~j' t ;
I TH LENGTH DEPTH , I Aw w/ ~ G ` _ _ LS ENT. WIDTH END W D ~ - J S 6 r /
10 0.5 ~ ~ ~ ~ 1 10 3 /r /f i a ~ , DRAINAGE W I i 10 x 0 SIGHT W ~ ~ ~
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4 10' 3 10 0.5 ~ r ~ a ~ , / ~ r / a a
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~M
1 1100' 2.0~ STRAW W NETTING ' ~ t7
» > PLACE A ROCK CHECK DAM AT THE END - +N MN
PVI STA = 8+50 ' OF THE DISTURBED AREA. .j
PVI ELEV = 234.00 PVI STA = 12+50 FQ- J
~ LENGTH = 335.00 PVI ELEV = 257.00 (A W R
K = 30.04 LENGTH = 260.00 260 --.__..-_._-_.r_. _-------------r------___.___...._______.~__.. r____________ I K = X0.29 ..~,-.r -r--_.___ - j - i 260
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IMENT TRAPS I ~ y~ 1. CLEAR AND GRUB ROADWAY AT CROSSING AND INSTALL SED I I I I I Q ~ ' ' I `
OUTSIDE OF WETLANDS AND RIPARIAN BUFFER. o ' ~ _ _ _ _ W
2. INSTALL THE FIRST CULVERT WITH EACH INVERT ONE FOOT BELOW THE w I I ~ ' ~ J
' EXISTING BED OF THE STREAM TO ALLOW THE "NATURAL" STREAM PR OSED GRAD ~ 9, ~ i O
BED TO REDEVELOP. I - g0 U ~
3. T P ~ INS ALL DISSIPATOR AD v aQ 4. DIVERT TREAM FLOW INTO THE FIRST CULVERT WITH SANDBAGS. THE S = = 0 ~P ' - p i
5. INSTALL THE SECOND CULVERT AS IN NOTE 2. _ d a G R
' REMOVE THE SANDBAG DIVERSION TO ALLOW THE STREAM TO 240 - ! I I I - ~ I P + 240 V 4 I
FLOW THROUGH BOTH CULVERTS. Wq ~R, ~ I ~R ~ UlyF I
6. PLACE ROADWAY FILL OVER CULVERTS AND INSTALL SILT FENCE ALONG i I I I
THE TOE OF SLOPE AND OVER THE CULVERTS TO DIVERT RUNOFF INTO I I ~ I
SEDIMENT TRAPS TO CONTAIN SEDIMENT. i ' 7. GRADE ROADWAY. _ ~ - _
8. STABILIZE ROADWAY FILL SLOPES AS SOON AS POSSIBLE.
i i ~ i
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' W/ AD ALL EACH HND I I
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NN NIN NN NN NN NN NIN NN NN NN NN NN NN ~ i ~ ~ ~
7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
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REV.NO. DESCRIPTIONS GATE f1 t REVISIONS .7 URVEYING NG N AND DEVELOPM T