20021277 Ver 1_Site Plan_20020812

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~ ~ ~ ~ ~ ~ OUTLET PROTECTION OP-1
SEE DETAIL SHEET FOR SIZE (U i N . ~ i ~
0 I I TEMP. SILT FENCE
DURING PLACEMENT - LEVEL SPREADER (TYP.)
OF CULVERT AND OP 1
T ~ TEMPORARY SEDIMEN TEMPORARY SEDIMENT
R=25' TRAP T~ 8 TRAP T-7
50' RIGHT-OF-WAY 20' PAVEMENT R=25'(TYF R=25 (1YP.) W=12.5 , L=25.0' ~ W=9.5', L=19.0' D=4,0 D=4,0'
~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - - - - -
_ _ 13+00 _ _ 14+00 15+00 16+00 17+00 1 8+00 19+00 I - I -I F- -------I - - - - - - 19+00 20+00 21+00 22+00 00 24+
, F-- I --I F- --I - ----E- - - - -I- _ 00 25+00 26+00 -I F- ---I - f- - - -I-
0 0
/ TEMPORARY SEDIMENT
~ ~n TEMPORARY SEDIMENT TRAP T-3
y~ 00 TRAP T-2 ~ W=9.5', L=19.0'
YY=12.5', L=25.0' ~ ~ D=4.0' I~ f~ D=4,0' m~ y,
TT o . TEMP. SILT FENCE A OE
WW WW ''~11 ' 1 l1~ OF SLOPE DURING PLACEMENT ~ LEVEL SPREADER (TYP.) ~ F ROADWAY FILL TYP.
Q Q W a J~ a ~ ' ll W 'L~ W
0 N ~ ~ / 1 d cr W W 2
Z ~ Q o ~ h
4~ Z

104 L.F. 86" RCP U ~ HH
i
SCALE 1"•50'
i 285.00' VC
__~~Q._-___-____ PVI_STA = 20+00 --.~__..___T_ ---T------I-- --T.---------r- --1- 7`
° _._-.r. LEV = 101.89 I I I ~ m PVI E i j I ~
- 1 i ~ ~ o' I i i ~ N i o~ i j j ~ ~ A,p, _ -14.25
{ ~ I * o I I I ---K- 0.00--_- ~ - --t- ~ , T- I I ~
i I _ - - - - ~ j I ~ I I 1 j I ~ ~ ~ I j
~ I ~ ~ i > i ~ m i i > ' I ; _ j ~ I I _______110 r-----__._.__._ m ~ _ ~ ~ - ---a------------ ~ I ' I
_ I _ ! I I LOW POINT' ELEV = 63.39
= 16~ ~ I ~ - ~ ~ LOW POINT A 23+3 I,----_- ~ _ ___.___~_-a______-__!
+ I I I I - - rt - i I
I - - + I ~ i _ _ i ~ I PVI E V = 55.89 ~ ~ i ; ~ I
_ - _ I ~ I i - - I ~ A.D. 25.00 I ~ I 1Q0'
~ r--- - _ _ BITCH-RIGHT & ~ ~ I _ LEFT 1,?g~--~ __._-,-.--____-_______r_ _____-----+------IE-s--10:09----t--------- ~ t- ~ ~ ~ i I I i
_______~Q fi=- - - - _ - l- _ j ~ I ~ 25 .oo' vc I ~ ~
~ ! - { ~ _il i ~ I r- _ \ cV --I_~--____ _-.___.---I----~_._
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~ i 'i I ~ m ~ I ~ ~ ~ g ~ i --..__._..____9~.__,~
I ~ i _ -----r ~ -
---.__~o i _______l._____-.-_-~_-- - _ ~ I , W I\ ~ i i i ~ ; P
~ i I I I I _ m \ - -w - -.~-_r..----- ~ ~ i._ ~ ~ a
~ I LEGEND I I t._._--____. _ i ~i' P 'i ~ Or i m I i I + i i Fq 9~
i i ~ , ~ ~ ~~ti, j ~ I ~ I a ~ ~ ~ Lj 1 Rr ~ ---1- ----~----------a-__-N _
i SEDIMENT TRAP i I ~ ~ _ _-_._.r-_ - _____-_l-_--- - - r
_ --~-----------;--.___----~----~------T- ~ j ~ W ~5~ Fl I ~'V,~ I ~ W j i 0
" M ~ I ~ ~ 0 o CLASS B RIP-RAP ~ I ~ I ~ s I I - -I-
I ~ ~ i i i - ----i------ - - ! o , ti i ~ j ~ I i ~ j I A~ ) I ~ I i~ / I
NSTRUCTION ENTRANCE ----I- ® STABALIZED CO - ~ f ~ I ~ I ~ i y` \ I I ~ ~ i i i ~ ~-___-__~._____.____ZO+_____--___---
I ~ { ~ i ~
STRAW W/NETTING I ~ ~ - - ~4___-- -i- I I ~ ~ ~ j j I ~ ~
~ ( i i ~ I 1 I ~ DIRECTION OF FLOW ~ ~ ,
~ ~ ~ I i l I i l { i / i /
TEMPORARY ROCK SILT CHECK ~i I I \ i i I ~ 0 / / ___.--____8-~---~-_----
~ i ~ i i ~ _ i ~ - ----7----- --~------------r-----------._
LEVEL SPREADER I_-- , 1-- ~ / ~ f I I \ I / j i I j/ i I
1 i ~ { I ~ I i
I j i { ~ I TION _ _ . I - - - _ --fi-___-----r---- -~----~---r- ~ I 1-- i i j I \ I / i j i I
ENERGY DISSIPATER(OUTLET PROTEC ) I I { I I _ ____-1 ~ i - - ~ t ` i I ( i ~ ~ i ~ I 'i I
, i ' ~ a 7- j i
L__ - -------r------ j I i I I ( j j I I ~I J I I
' .__--------~---_--_r-____-__~----__------t-----.. _ ~ I ~ I { ~ , _ - r -
i ~ i I I I ~ - ___-L.. - 88' RCP 1.O>< MIN.
~ ---_..----I-----------~__------- NQTES: ~ ~ I i I INVER OF PIPE TO ~E PLACED 1 ~ OW E><ISTING I ~ 4Q_~
1. ALL DITCHES TO HAVE A STRAW WITH TACK TEMPORARY LINING _.r..__-_._ i - - I ~ TED. I AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICA ~ ~ I i i ~ I ~ , ~ ~ ; GR TO ALLOW F A NATURAL_~TREAM BEO_~_._..,---_-t-----.-__.-r---.----- ~
_i-- ~ -_-TO OP IN-PIPE. , I i ~ i I I I ~ ~ i
_____49 --------i---- - I t-~ { I i I I I ~ j ~ i i ii j
N SEQUENCE ! i ROBBING CONSTRUCTIO STREAM C ~
1. CLEAR AND GRUB TO STREAM CROSSING. n ^N r.C~ ~ ~N OIN hN hN ryN ~O ao wa On hM hM ba r m ~ sir o h O w ~ ~(Oi ~ N r0 m ~ M ~ M ~O n n ~ a0
2. INSTALL SILT FENCE ON EACH SIDE OF STREAM, PARALLEL ~ ~ ° ^ ~ w ~ h e w n w M h o b TO PIPE AS SHOWN ON THIS SHEET. ~ p, ~ M m M o ~ m b N O ^ ~ ~ g~ g n ~ ~ ~M OM O w ~1 fV ~l p' O N O~ ap ~1 n ap OD t0 ~ ~1 wp w wrT a0 n O w0
- ~ ^ ~l1 ~ 0 6 wp wo w T ROTECTION OP 1. ~ m ~ ~ w o w o 3. INSTALL 66 RCP AND OUTLE P ( ) n n R MOVE SILT p wo w$ w~ Do wo wo wo
4, AFTER BACKFILL IS PLACED TO TOP OF PIPE, E FENCE PARALLEL TO STREAM. 23+00 24+00 25+00 26+00
S. INSTALL SILT FENCE AT TOE OF SLOPE AS SHOWN ON 19~ + 20+00 21+00 22+00 19 00
16+00 17+00 18+00 THIS SHEET. 13+00 14+00 15+00
6. PLACE FILL OVER CROSSING AREA. 7. STABILIZE FlLL SLOPES AS SOON AS POSSIBLE.
SCALE: HOR. 1'=50'
VERT. 1"=10'
A SHEET ND. SC LE
~'~'~t'? CARC DATEi AUGUST 2002 HORIZONTALS
rA 0~ '~P, DESIGNED MJH ~ ti1rS5Pp,I,
~d 9f "e BOONE TRAIL BOONE TRAIL 13+00 TO 26+00 SW PROJ. # 02-0319 111=50'
o cSOUTHWIND BC SE AL DRAWN MJH VERTICAL,
14533 Jill SURVEYING AND 201 GLEN ROAD SUBDIVISION PLAN & PROFLE DWG FILE #DESIGN,DWG _ 1 It -10
CHECKED RLM a '°SFyG 4. ENGINEERING, INC. GARNER, N.C. 27529 oF1 7
~ 919-773-0183 ^p, c ray PROD, ENG RLM -773-0148 (FAX d 919 ) ,
~ Y O DATE
DESCRIPTIONS DATE S URVE~NGANGINEERIN Q-AANQ DEVELOPMENT REV IA,
REVISIONS

COLONIAL PIPELINE Co.
EASEMENT. SEE NOTES.
COLONIAL PIPELINE NOTES:
1. THE CONTRACTOR SHALL CONTACT COLONIAL PIPELINE Co. ANY TIME THAT
HE IS WORKING WITHIN THE GAS LINE EASEMENT, A COLONIAL PIPELINE
REPRESENTATIVE MUST 8E PRESENT WHILE WORK IS BEING PERFORMED WITHIN
THE EASEMENT.
2. THE CONTRACTOR SHALL PERFORM HIS WORK IN STRICT ACCORDANCE WITH THE ~,l N
NCHROACHMENT AGREEMENT. 1 v COLONIAL PIPELINE E PIP LINE CONTACTS: ~ N COLONIAL E N N
MR, FRANK SIMPSON (APEX) [phone]
MR. MARK GATEWOOD (GREENSBORO) 1-800-326-4611 N N TEMPORARY SEDIMENT
TRAP T-6
U~7,0', L=14.0'
D=4.0' OUTLET PROTECTION OP-2 lv
SEE DETAIL SHEET fOR SIZE ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ HP 50' RIGHT-OF-WAY '-WAY 20' PAVEMENT
~ ~ ~ ~ ~ ~ ~ ~ ~ H+ MPORARY SEDIMENT
26+00 27+00 -F- - - _ ~ _ ~ 28+00 29 00 30+00 - - ~ TRAP T-5 W=8.5', L=17,0'
I- ~ _ _ _ 31+00 32+00 _ - 32+00 33+00 34+00 ~ D=4.0' - - ; ~ ~ 35+00
~ ~ ~ ~ ~ ~ ~ ~ RCS ~ ~ ~ ~ ~ + ~ ~
HP HP R=36'
TEMPORARY SEDIMENT TRAP T-4 R=35' ~
f ` ~ W=7,0', L=14,0' ~
I- I- W 1 D=4.0' 68 L.F. 24" RC W
~ c~ N Ii' ~ N
Q = Vl Uf ~ o ~
W ~ n\
Z 1v
H ~a

SCALE 1'50'
~ HIGH POINT ELEV = 115,320 + HIGH POINT STA = 30+02 + N
1 - - -I-
; ----r- I I PVI ELEV 120.22 ~ I 1~ ~ ~ I I 150.00 ~C
I ~ _ II D. = 14.85 . - ~ rn PVI STA = 34+39,96 ! a ~ I -
~ I r-- - - ~ ~ ~ t + ~ ; i I I ~ ~ ELfV-~98
o I I i i ~ N ~ ~ 4%~ i ~ D ~ I K = 20. 8
11 I _ _ _.f_ a _ t~L~ ~ - s \ a________--
~ _ - i T- N i ~ ~I P I ~ ' ~DIZCN,RII% , + I p ~ I mm I j ~ I I ~ ~ ~ ~ I
m m ~ i ' i I I I I 0 I ~ I I -~CH,R!
A ~
nN~ ~ PVC WA NE i ~ ~ 4.239, ~ ~ ~ / 5 MIN. C4EARANCE I, I T 4.239, j ~ ~ ~ ! ~ r ! ~ i
I ' - _ ~ ~ I ' ~ ~ ~4 ~ f
~ - ~ ---a---~---- - _ _l~ I I I " v ,ate ~
~ ' 16 GAS LIN ~ I I / I I ~ I T ~ \ i ~ N I I W ~ I I
I I I I I - ~ ' - ~,R i ~ ~
I I ~ ~ i ~ 2-g GAS LINES I ~ ~ ~ ~ o \ d ~ i ~E4 I ! ` I W ~ i I
I I ~ I I I I i I ~ ~ ~ ~ ~
_ _.V_._. ~Q .,,c___ - -----1--~._-- i /r ~ ~ ~ I I---__...___.__- _.r- --I---.. _ PROPOSEO ~ ~ Ri \
~ ~ I i i I LEGEND ~ ~ / I i I 24' RCP I f Gy p \ i ~ ~ R ~I 01.OX MIN. i I -
~ ! ~ I I ~ i~__ I - --------I------ ~
- _ ~ - -t-- i~ ~ ~ ~ ~ ~ ~ I ® SEDIMENT TRAP P 18 I I , R \ ~ I ~ ! i ~ I ~ I SBy q ~
j ~ a/ I COLONIAL E CO i F ~ I I I w ~ ~ i ~
- I ~ _ -I----- I EASEMENT- ----__.-1-_----_.._- 0 o A S" "RIP-RAP - ' ~ i ' I ~ I ~ I I
® CL S 8 ~ I ,R~~ i ~ I ~i I I I ~ ~ I ~ ! ' ~ ~ ~ ! ~
® STABALIZED CONSTRUCTION ENTRANCE / - -
I I , ~ ! ~ i ~
I ® STRAW W/NETTiNG I I I I ~ ~ I
i I 7 _ ~ ----------t---_._ - + - r-------+-- ~ i I I
~ >ae DIRECTION OF FLOW I i I i ~ ~I I I ~ ; ~ VI I ~ !
I I i , ~ I i ~ I ! , ~ ! ! I
TEMPORARY ROCK SILT CHECK - ~ _ ' - - i ~ ~ I I I I ~
I I i I i i e ~ I I ~ ! ! I
LEVEL SPREADER I I I I - ~ -_______i ---~Q _ ~ i --1-- --t- _ _ I ~ 1 I ~
I ~ ~ I ~ I ~ I I i I I ; i I L;
ENERGY DISSIPATER OUTLET PROTECTION) I i I I ~ ~ ( ! ~ I I ~ I I ~ I ~ ~ i ~ I - --r-
- - i , ~t i ~ j i , I I ~ I I ~ 1 I I l
I I i i I I ~ ; ~ ~ j
I I I I --I-- I --t- - ~ i ~ I t ,
I --t---- ~ - I------ -i -------I r.--- r r r ~ I ~ i ~
i ~ I i 1 NOTES: ~ ~I ~ ~ i I I ; ~ I
T ARY LINING ----..___-1__----- _ _ -t- 1.ALL DITCHES TO HAVE A STRAW WITH TACK EMPOR I ~ _ -
AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED. _ j I I ~ j I ~ I I I i ' I ! I ~ I I I I I ~ ~
I I f I ~ ~ ~ I I 4 I r ; I ! ~ I
i I ~ I I I ~ I ~ ~ ~ I ~ ~ I !
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a tiN SON !N ~N ~N hn hM ~n Ma ho ho bm ao ~o ion 0~ a h w ~ .N
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26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+00 33+00 34+00 35+00 36+00
SCALE:
HOR. 1 "=50'
VERT, 1"=10'
a~rranre3te~s0.
CARP°~~ DES1GtED MJH SCALE SHEET ND,
0 Vq DATES AUGUST 2002 HORIZONTAL
'~a°'`fESSbni°~ lu C` n i i Tu ~An ~ I fl Rnn~l~ TRAIT ~~.~nn Tn ~NI1 _
U V V 1 11 L_ 1 I% r1 1 L u v v 1 11 L „r,, L v I v v i v L- I I V SW PRCJ, # 02-0319 1"=50'
SEAL
14533 cNECKED RLM IL 03 SURVEYING AND 201 GLEN ROAD SUBDIVISION PLAN & PROFLE VERTICAL DWG FILE #DESIGN,DWG _
ENGINEERING, INC. GARNER, N.C. 27529 4 °o~~, ~d~•~~ ~ ;PRa. ENG. RLM 919-773-0183 1 N -10, OF, 7
AoF` .r rrr S • a . OZ DATE 919-773-0148 (FAX)
REVM. DESCRIPTIONS DATE rrrr j ~v ~+y `rt REVISIONS °'~a~~S

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I II I I Ij I i l I~ I 11~ ~ ,I ~1 ! I I , j I , ~ i ( u I - I ---1- I ~ _ ~ ! j 1: I ~ I 104 104 100 ~ - 100 - 100 - 100 96 r- - - i -1 104 100 r -i- I 1 100 92 ~---fi- + ~ i - 92
f ~ f ~ I ~ t I ~ ~ --r-- 96 104 10~ 7 1 I~ ~ I I I 1 ~ j ~ I 11 I 1 i~ 1 I j I' i i i I I f ~ ~ 1( I i ~ 1 ( 12+50 ~ ~ ~ ~I~i i ~ T ~ ~
i ~ i ~ i - 1 I I I I i I I I I I 1' a I 1 - I--i--'- - ' _ 1 I I I I / i t ~ ! l I ~ i I i t
! f ~ ! i l ~~rl I I i t ~ i C I , I ~ I~ I l I { I I I I iN . i I i , I ~ toe - 108 ~ - I___,_ ~ ~ ! i i 14+50 16+50 ~ -40 -20 0 I ~ ; 20
I I I o ~ ~ I I j I 100 , -I-- ~ 100 96 96 ~ I 96 --1----- - 92 - -_l_~_ . i i ~ ~ I, ~ I o i T _ _ ~-_a_ ._.1_~~
~ ~ ~ , f 96 ~ I 92 100 10C • I j -40 -20 0 20 40 I I , q I I ~ I ~ j ! ~ I I I , - - 100 ~ t - i---I---r-- 112 - ~ --r 1 112 96 96 ~ ~ ~ ~ ~ -20 0 20
j lol I I~ q I j of I I I ( I I o, I ~ ~ ~ I ~ ~ I I ~ I Ii~l i I ~ ~ I
-20 0 20 -20 0 20 -20 0 20 I I ~ N, I 01. - - 104 I-----4 104 108 - 108 W_i__-~--- a ~ ~ ~ i ~ ; I ~ i
I N I mi lol I I ~ _1.~_.. 88 96 ~-_.._I 96 ~ ! , ~ ~ i ~ ~ I, i I r l I , , ~ ,
-40 -20 0 20 -40 -20 0 20 40 ' I _ ' 96 - ---i ~ 108 + .108 20 ao i ~ I ~ ~ ~ 19+50
i j~ ill ~ ~ ~ i ~ l I
2+00 ~_L~.~1__1~ 100 100 104 ~ 104 ~ --7- 104 -ao -20 0 20 ~ . , 18+00 -T--~T -'~-1'a
~ ~
+ 108 - ~ 108 0 50 , I 4+00 6+00 _1__''-L- ~ 1--~ 104 _1-- 10a - - ' ' -20 0 20 -20 0 20 ~ ~ ~ ' ~ ` I
~Ij! w r•I \ I ~I I ~ I , ~ I
' 112 112 I-'~. I~._ ~ - - - - I , ~ fi-~ . I . ~ ~-~T. ~ 8+ 00 1 + , T 0 00 108 , + ,toe 100 , . ' . ~ too 00 ~ , ~ ~ ~
I 11 III Ii i ~I ,I I Ij ~ ~ ~ ~I
~ - - - I _ I _ - - 104 -I-- ~ ~ 104 100 ~ 100 100 ~ . ~ ~ 100 100( , 100 104 104 I i ~ ~ ~ ~-..rt-- -
1 I I I } ( l I / I i I I I I 1 ~ I ~ I I 1 I I ~ I r I I ~ ~ I 1, I ' ~ ~1 I 1 I ~ I ~ I ~ 1~ 1 I I I , I ~ .l _ I ~ ~ i I I I ~ i
108 I 108 ~ I i --~---I- I I I I I I f 1 1 - I ~ 108 108 104 --1--~- ' 104 98 ' f ~ 96 14+00 16+00 ~1 h
1 I ~ I I ' ' I 11 I I I - I I I ~ ~ I I i I I ' ' ~ 1 1 I I ( I I / I I ! _ i I ~ ! , i
100 100 96 , 96 96 , 96 96 96 100 100 - 100 F 108 _ 108 ~ ' ~ ' ~ ~ ~ , I , . ~ i ~ I ~
li I II I I I j ~~I ~ I I II I ~ I I I ~ I I I I I I~ I; ~ II I, r ~ ~ ~ ,I
104 1'-J~- 104 _I4-~, -a--' - ~ - - _I -_L._ f M I 7 N, r I i I ~ I ~ ~ ~ ( i8 104 ' - 104 - - 108 I 108 100 ~ ~ ~-~_~_~-~1_ _L~ u , ~I-~ 100 92 92
I I I 1 ~ I 'I I I I I I N ~ I i I I ~ 17 i i j I I O I I I j I I IOC i OI ~ O I I i 01 ~ ~ r ~ ~ ~ - - ~ i I 20 0 20 40 -20 0 20 I ~ i
~ ~ 96 96 92 92 92 ' 92 92 92 96 ~ 96 I ~ I ~o~ -40 -20 0 - - - ~ I ~ , i i i I _ 1 ---,.--I- - ---1 96 M y-- 04 104 r-j----~- , ~ , ~
~ I 20 40 20 0 20 20 0 20 40 -40 20 0 20 I , j of I ~ I ! o I i I r i I ~ , ~I i i o ~ , o
_ L1_ 100 100 - . - - - 100 100 104 104
-20 0 20 -40 -20 0 20 20 -20 0 20 -20 0 20 -20 0 20
17+50 19+00
112 (~i~--r ; 112 r--i-,- ; --j-- _
1 +50 3+50 5+50 7+50 i~l ~ I ~ ~ ~
+ 108 ~ r-7-~-1--~--I 108 -1---T---_~_ - _.-1---r--T-- _ _ _ i ~ ~ 104 ~ - 104
0 00 , I ~ I T ~ 9+50 ,.w. I ~ j 1,,~ l I I ,I I~ I ~0 11+50 13+50 15+50 ~ 1 I~
~ i I I I I , I i I I ~--,-i---~-; too ~ , 1100 100 ; ~ 100 100 - too I-- I ,I ~ ~ ' 1 - _ 108 108 1-r-- - 108 I ! 108 I- ~ -
I ~ I I I I I ~ 1 1 I ~ I r I ~ I I , i ~ l l l` , ~ ~ I ~ , i i ~ ~ l V
1 1 ~ I I _ I ~ ~ I 108 - - t 08 104 104 I- - 100 - - 100 I V ~ ~ i~ ~ ~ i ~ ~ ~ ~ I,, ~ - - 100 104 ~ 104 - - toe - -7 108 -r~_ 100 'r- 100
I`II ~ i , 1 I C I I ,;11 I I 1 1 it 1, I I I' i I. I i ~ i ~1 1 I ~ ~ I ~ I~ ~ i~ i ~ I
I ( it I_ I i I I I_ J_ _L- I I I I w i fi ; 96 I - -1--r 96 96 - 96 98 --i- - - ! 98 - I I I I I ~ I i i - 104 - 104 --f- 104 i- 1 4 -
, I I ~ ~ ~ i ~ ~ Il I, I( I I i I I ~ ~ h r 0 ~ i ~ i ~ I I ~ I l i i ~
III! r ,II I II I, I I I, I , lil I II I i 104 104 100 _ 100 - ; - ~ . -t--- ---t--;- 96 I 98 I~{ I~ I~ ~ ~ - ~ 96 1 ' i - , 1 - - - I ~ ---i j ~ I I-- I ~ _ ' _ - ~ -
p I I ~ N i ! I~R , I I ~ ~ ~ o ~ N I I I ~I I I I I ~ I ~I ao , ao ~ I I 00 - 00 104 104 96 1 ~o a~ i ~ r j ~ 96 i ~ I Ill 1~ i Os ~ ~ ~ ~ ~ ~ ! N
j ~o of I I I I ,o I ~ ~ j ; I $i o~I ; I ~i~~ ~ ~ ~ i I o~~ I ~ 92 92 92 92 92 - 92 i~ o l o ~ I ~o ~ o~ ' I ~ ~ ~ ~ ! !ol ~_1___~__~_1J._I L~~~_ ~_~l___~_I_l~~
-20 0 20 -40 -20 0 20 -40 -20 0 20 -20 0 20 -20 0 20 40 -40 -20 0 20 100 - 100 100 100 --1--~-~-_L_L_, 20 -20 0 20 40 -20 0 20 -20 0 20 -20 0 20 -40 -20 0 20
~`a~11t/1/[37JIfv` J
.v~ N CARnI ; DESIWED MJH
^t~t1 1~ SCALE SHEET N0.
~~o ~ o ~AV~ MJH ~ DATES AUGUST 2002
xa n, ~ ~ - _ _ I N l , NGRIZONTALI
. 6 • • 9 9 TV v . v SW PROJ, # 02-0319 10=50' 6
• 14533 ;..,f CHECKED RLM SURVEYING AND r 201 GLEN ROAD SUBDIVISION CROSS-SECTIONS VERTICAL
~9 DWG FILE #DESIGN,DWG 1 - ,_5,
PROJ, EH& RLM ENGINEERING, INC. GARNER, N.C. 27529 `~j no~ay ~v r • O REVHO. DESCRIPT1DrS DATE DATE 919-773-0183 919-773-0148 (FAX)
REVISIONS OF, 7

e
~ ~ LEGEND
\ / ~ ~
SEDIMENT TRAP
+P
cLASS "a" RIP-RAP TYPE "A"
26'R 36'R P 3'j,R
sa 50' TAPER RIGH DF WAY SEEDING SCHEDULE FOR ® STABALIZED CONSTRUCTION ENTRANCE
B' 20' 6' 6' STABILIZATION GRASS
t0' z 70' SHOULDER PAV N SHOULDER DITCH ~ 30. SIGHT TRIANGLE ® STRAW W/NETTING
fTYP) DATE TYPE PLANTING RATE =e ~ DIRECTION OF FLOW
8 'B rc rc I'pER FT. 1/4'/FT, 1/4'/FT, aR ~ aSiP n n T~ 31 rSl~ .5~~
EDGE ff PAVEMENT ] I/~' ]-Z 8' ABC STOP •-i'~ MAR. 15 -MAY 15 PERRENNIAL SEE TEMPORARY ROCK SILT CHECK D MIX 10 LBS/ACRE
`~S;P _ EXISTING ROAD EDGE DF PAVEMENT TYPICAL STREET SECTION nERRA>M N.C. WILDLIFE RESOURCES COMMISSION
LEVEL 2d LE ~ ~ sLa~E MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS ACRE
- - RauNC ea R/V LOLLY I-L/Zq soLUNG ~ LEVEL SPREADER / Na1r (MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS ACR
SUBDlV1SION ENTRANCE DETAIL MAR. 1 -JUN. 30 R / E 0 ADD WEEPING LOVEGRASS 10 LBS/ACRE
15' 15' 20' NEW RESIDENTIAL ROAD DR RESIDENTIAL ENERGY DISSIPATER(OUTLET PROTECTION) MAR. 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS
COLLECTIlIt ROAD AND EXISTING STATE MAINTAINED JUN 1 - r~• 25 LBS/ACRE . SEP 1 TALL FESCUE AND 120 LBS/ACRE
ROAD 50' FIBERGLASS ROVING BROWNTOP MILLET 35 LBS/ACRE OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
STOP CONDITION R V R/V FIBERGLASS RONNG ("RONNC7 IS WOUND INTO A CYLWDIpCAL SEP, 1 -MAR, 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
PACKAGE 50 THAT IT CAN BE OONINUOSLY NITHDRAWN FROY SEE PLAN THE CENTER USING A COLD AIR E,ECTOR. ROVMIG EA- ~ ALAN AND TALL FESCUE 120 LBS/ACRE (NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBS ACRE
PANDS INTO A MAT OF CLASS F~RRS AS IT CONTACTS 1NE SOIL SURFACE. IT IS OFTEN USED OVER A STRAW MUIClr. BUT /
VAR, 6'-D' 8'-0' S'-0' MUST STIU BE TACKED MITH ASPHALT.
PAVEMENT SHOU.DER SPREAD ROVING UNIFORMLY OVER THE AREA AT A RATE Of W[DTH V[DTH 0.25 TO 0.35 Ib/ydY. ANCHOR KITH ASPHALT IMMEDIATELY F' ~o""~ TYPE "B"
y AFTER APPLICATION, AT A RATE OF 0.25 TO 0,35 qol/ydZ DEPARTMENT OF TRANSPORTATION
6' 6' S' 4' 1/1'/FT, •25 6' S' 4' y(, Y. AS A CHANNEL LNU110. AND AT OTHER SITES OF CONCENTRATED
1/~' ~ e8D0 L FLOW, lIE RONNO MAT MUST 8E FURTHER ANCHORED TO - PRE ` VENT UNDERMININQ IT MAY BE SECURED NI1H STAKES PLACED ' I, SEEDING SCHEDULE
x AT INTERVALS NO GREATER IRAN 10 FT. ALONG 7HE DRAINAGE WAY, AND RANDOLIY THROUGHOUT IT5 MID1H, BUT NOT MORE S PEA R ~ RE R FT 1'/~Ft ~
IRAN 10 FT, APART, AS AN OPTION TO STAKW0. THE RONNC TO ~ DISTALIED ~ ACCORDANCE ~ * 1' T -`'S 8 CAN BE BURIED TO A DEP1H OF S RICIES AT 1HE UPGRADE END MANUFACTURER'S MISTRlIC110N5 m ~ Acs wTN SHOULDERS, SIDE DITCHES, SLOPES MAX. 3;1 ( ) urrE~'s ~sTaucTpNs
r '-0• AND AT INTERVALS OF SO FT. ALONG TIE LENGTH OF 1FE CHANNEL
rTERRAiN NAIL. SLOPE rTERRAIN NAk, SL<pE SECTION 'AA' LRa~a~c ~i T , LEVEL al DATE TYPE PLANTING RATE
IDUY 1-v>u SEC ION AA KILLING ~ M PORARY DITCH LINING DETAIL
ALLY 1-1/8t SHOULDER SECTI~1 NOT TO SCALE AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/ACRE
f SET CUL - D E -SAC - DRIVEWAY TURNOUT GRADES SYMMETRICAL CUL-DE SAC NOV. 1 - MAR. 1 TALL FESCUE 300 LBS/ACRE do ABRUZZI RYE 25 LBS/ACRE
ND CURB & GUTTER ND CURB & GUTTER MAR. 1 -APR. 15 TALL FESCUE 300 LBS/ACRE
APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
4' JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE
,1 OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
ZON ZONE 1 STREAM ZONE 1 E 2 BED FORE ZONE 2 I - -
FOR ST FORESTED STED F gT La N - - - NNgg - - ~-I i I-i
~S ND COVER R I j = - SLOPES (3;1 TO 2;1) - _I I CLASS "B" RIP RAP
OUT T I- - - LE PIPE ~ 30' - - 12"
• ~ ~ • MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE iE
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS ACRE
D A Da W RIP RAP CHAT MAR. 1 -JUN. 30 OR A / RA ANN INI - DD WEEPING LOVERGRASS 10 LBS/ACRE ETAIL MAR, 1 JUN, 30 oR ADD HULLED COMMON BERMUDAGRASS
NI NOT TO SCALE JUN. 1 - SEP. 1 T F 25 LBS/ACRE ALL ESCUE AND 120 LBS/ACRE
FILTER FABRIC AS REQUIRED ~ BROWNTOP MILLET 35 LBS/ACRE
SEE SIZE CHART ABOVE OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE SEP. 1 - MAR, i SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
SECTION OUTLET PIPE L AND TALL FESCUE 120 LBS/ACRE
NOV, 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE

OUTLET PROTECT SIZE li RUNOFF BY
y57 WASHED STONE CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN-
Do A W Lo D CLASS* FABRIC ~ SHEET -FLOW OP-1 66 16,5 37,5 32 18 2-FF YES FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING
OP-2 24 6 15 13 12 B NO nor SEDIMENT yf 12' MIN. WEIR LENGTH RATE COMBINATIONS ARE POSSIBLE.
PIT
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
*REFERS TO RIPRAP CLASS IP-RAP DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWINC,OTHERWISE
FABRIC REFERS TO FILTER FABRIC BERM FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION
OUTLET PROTECTION DETAIL T I A R TI F R P F NOT TO SCALE NOT TO SCALE PLAN OF TEMPORARY SEDIMENT TRAP
easE of TRAPEZaDAI DITCH 1, CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOiI
CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
BASE OF VEE DITCH 5' 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
TOp y~ 4 REASONABLY SMOOTH AND UNIFORM. . APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
TOP OF DITG~ SLOPE VEGETATED _ TRANSITION IMTH SOIL (SEE BELOW). TOP ERM 5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED FIRM
DIVERSION . TO 0 GRADE GENER LA NOTES: _ - _ - GRADE-THE GRADE OF THE LAST 20 FEET OF DIVERSION CHANNEL 0 ,REASONABLY UNIFORM SEEDBED
- = ' - SHOULD PROVIDE A SMOOTH TRANSITION FROM CHANNEL GRADE TOP OF WEIR 0 0 00 1' FREEBOARD MIN. IS PREPARED 4 TO 8 INCHES DEEP. 2.5 0 8. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH I
= = V TO LEVEL AT THE SPREADER. THE GRADE OF THE SPREADER • • • • • • 1- I • / • • . • ; STABAUZED SHOULD BE 0%. SEED NG 1 0 0 0 0 0 0 2.5 EQUIPMENT OR CULTIPACK AFTER SEEDING.
STABLE ~ ~-a'E FLOW 0 0 00 0 0 00 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. :.::•:'•000 00 00 ~ 1 D 7 T 0 0 0 0 0 0 0 0 0 - 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
' SPREADER UP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL PLAN VIEW UNDISTURBED ~5 S ONE 0 0 0 0 0 0 0 00 0 p 40 RIP RAP THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60% DAMAGED
OUTLET TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE 1 , • 1 SPREADER, PROTECT IT WITH AN EROSION RESISTANT MATERIAL, SUCH - 0 0 00 0 0 00 0 0 0 0 0 0 REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 0 0 0 0 9. CONSULT CONSERVATION INSP T
• AS FIBERGLASS HALING, TO PREVENT EROSION AND ALLOW VEGETATION i MIN. A • TO BECOME ESTABLISHED. EC OR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
FILTER FABRIC
• ~ OUTLET AREA-THE OUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH • APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS 1' T) FERTILIZER - 1000 LBS/ACRE 10-10-10)
AND WELL VEGETATED WITH A MAXIMUM SLOPE OF tOX CROSS SECTION SEC ON THRU WEIR SUPERPHOSPHATE - 500 LBS ACRE 20% ( )
VEGETATE ALL DISTURBED AREAS. VEE DITCH MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR -ASPHALT EMULSION AT 450 CAL./ACRE
CONSTRUCTION SaEdFICATIONS:
1, THE MATTING SHOULD BE A MINIMUM OF 4FT WIDE EXTENDING 6 INCHES 1' MIN. NATURAL GROUND
EROSION OVER THE LIP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH aV ATTING THE LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT TEMPORARY SEDIMENT TRAP DETAIL CONSTRUCTION SE LIEN Q CE
NOTE: SEE SHEET 4 OF 7 FOR STREAM CROSSING CONSTRUCTION SEQUENCE.
MATERIAL SOD AND BE SECURLY HELD IN PLACE WITH CLOSELY SPACED HEAVEY DUTY STAPLED VARIABLE WIRE STAPLES AT LEAST 12 INCHES LONG, NOT TO SCALE 1. Obtain grading permit. 2. Install gravel construction pod.
CROSS SECTION IN PLACE 2. ENSURE THAT THE SPREADER UP IS LEVEL FOR UNIFORM SPREADIN 3. Begin clearing and grubbing. Molntoin devices os needed.
G TRAPEZOIDAL DITCH B" MIN. I OF STORM RUNOFF. 4. Install temporary sediment trop (TST) and diversion ditches to route flow to TST's immediately offer an area Is deored.
LEVEL LIP ~ ~ ~ = ; ~ - - - 1' MIN, 5. Rough grade site.
OF SPREADER - I 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL). _ - _ _ 6. Install storm sewer and protect inlets with silt
FLO_i BURIED ' ~I I I I 4, CONSTRUCT A 20-FT TRANSI110N SECTION FROM THE DIVERSION CHANNEL BASE OF fencing, sediment traps a other approved measures os shown PROPERTY LINE on the plan. Begin construction,
B" MIN. TO BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER, , 4 - 6 TRAPEZOIDAL 6. 5tabllize site as areas ore brought up to finish grade with
5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABALIZED DITCH PUBLIC vegetation, paving, ditch Ilnings, etc. 50' R~y 7. When construction is complete and all areas are stobllized
SS-SECTION SLOPE NOT TO EXCEED 107E MAKE SURE THE SLOPE IS SUFFIgENTIY SMOOTH OPTIONAL TYPE B VAR, 1 - 2 TO KEEP FLOW FROM CONCENTRATING. SILT BASIN MIN. completely, call fa inspecilon by Environmental Inspects.
ELEVATION VIEW • 8. If site is approved, remove temporary dtverslons, silt fencings, sediment basins, etc., and seed out a pave any
6, IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH - EXISTING CRUSHER RUN ~ EXISTING resulting bore areas. All remaining permanent erosion
THE ENTIRE DISTURBED AREA OF THE SPREADER. NOTE: --GRWND STONE 20 ROAD contrd devices (such as velocity dissipators) should be
MAINTENANCE: STONE SHALL BE STONE FOR -I I I~ - 6 THICK BEO installed now. 9. When vegetation has become established, call for final site
INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS STABALIZED, EROSION CONTROL (CLASS "B") AND PROMPTLY MAKE NEEDED REPAIRS, AFTER 1NE AREA HAS BEEN STABALIZED, Inspection by Environrental Inspector.
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
LEVEL SPREADER DETAIL T R MP ARY R K I T H K - NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
`',ONIIBiOGday~, m
~H l/r DESIGNED MJH
SCALE SHEET N0.
e DR~VN MJH ~ c rl I i Tu ~~n t~ i n o n n i a n n~ i c T I7 A l l _ DATES al Irl IcT anna
BLAB .~vv i i rr11vv DVVI HORIZONTAL'
14533 aw 00010 CHE R M 1 93 4w . CKED L SURVEYING AND
It rll% 201 GLEN ROAD OF Sul ENGINEERING INC. GARNER, N.C. 27529 44. SUBDIVISION SW PROJ, # 02-0319 N/A 7
*0..~.~. PREU EWL RLM ' , a • 0 DATE 919-773-0183 aEVNO'scRtPrIoNS nnre i~ +o, etc° 919-773-0148 (FAX) DW VERTICAL, G FILE #DESIGN,DW
REVISIONS ~ao.4e..-~` S
OF, 7

_ _ T

~C reek
~ d o ~ ~o , ~
~m ~
~a y~oo 'orc SITE

Cie
~~e~a ~ Rq i ~
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m 1
. ~ d~ ~a % ~
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v
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Pie ~~9 m ~ ~ Rd. Store,-~

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~ 0 i
VICINITY MAP 1 ~ 1 ti
NOT TO SCALE
COLONIAL PIPELINE Co. PIPELINE Co.
EASEMENT. SEE NOTES SEE NOTES 12 &13

® i' /
50' RIPRARIAN BUFFER t
1
® ~
I
®
, ,
® ~ ~
. ~ DEVELOPER i' ~ ~
1 WAKCO
® C/0 TEDDY NINES
_ 2325 RIDGE ROAD "w~'' I RALEIGH, NC 27612
i .(~d
,i'" .,,~,,n;~ GENERAL SITE DATA
® TOTAL AREA = f 36.22 ACRES
TOTAL DISTURBED AREA = 17,50 ACRES 1
i' ~ ~ ~ I ~ PROJECT NOTES
~ ~ ~ ~ 1. ALL ROAD CONSTRUCTION IS TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS
1
~ ~ 2. THE CONTRACTOR IS RESPONSIBLE FOR HAVING AN INDEPENDENT
~ ~ ENGINEERING TESTING FlRM VERIFY THAT THE SUB-BASE, BASE, AND ASPHALT MEET NCDOT STANDARDS.
~ 1 i'
® , ,i - ~ ~ 3. TH ONTRACTOR IS TO ENSURE THAT RADII ARE CONSTRUCTED IN AC ANCE WITH THE PLANS AND TYPICAL SECTION.

0 ® , 0 i 4. THE CONTRACTOR SHALL WORK IN ACCORDANCE WITH THE APPROVED
0 EROSION AND STORMWATER PLANS AND NCDOT DRIVEWAY PERMIT el< ENCROACHMENT EASEMENT,
i , , I
, - r~ ~ 5.7HE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING
® 0 4 CONSTRUCTION.
~I ~ 6. THE CONTOUR SHOWN ARE TAKEN FROM THE JOHNSTON COUNTY qS
1 , .i ,.I ~ , DATABASE AND ARE FOR GRAPHICAL REPRESENTATION ONLY,
, 7. RIPARIAN STREAM LOCATION BY STEVE MITCHELL OF DENR, RALEIGH
,1I ~ 1..~~~ ` ' ~ ' REgONAL OFFICE MAY 14, 2002.
1 ,
0 8. ALL DITCHES TO HAVE A STRAW WITH TACK TEMPORARY LINING AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED.
o. ~ 0
~ 9. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS.
'~1 I ~ , ~
d I ` o , ~ 10. LEVEL SPREADERS SHALL BE CONSTRUCTED AT ALL LOCATIONS WHERE
Q ~ `,l I A DITCH DISCHARGES TO A RIPARIAN BUFFER,
o 11, THE CONTRACTOR SHALL COORDINATE STREET CONSTRUCTION WITH CPdcL.
l THE CONTRACTOR SHALL INSTALL CONDUITS ACROSS THE STREET'S AT LOCATIONS DETERMINED BY CPdcL PRIOR TO PLACING THE STONE AND PAVING.
o I , , CONDUIT TO BE PROVIDED BY CPdcl.
z, Q, ~ 12. THE CONTRACTOR SHALL CONTACT COLONIAL PIPELINE Co. ANY 11ME THAT
, J ~ W I'~ HE IS WORKING WITHIN THE GAS LINE EASEMENT, A COLONIAL PIPELINE
i REPRESENTATIVE MUST BE PRESENT WHILE WORK IS BEING PERFORMED WITHIN
W J THE EASEMENT,
v, I 13. THE CONTRACTOR SHALL PERFORM HIS WORK IN STRICT ACCORDANCE WITH THE
COLONIAL PIPELINE ENCHROACHMENT AGREEMENT. COLONIAL PIPELINE CONTACTS:
, ~ MR. FRANK SIMPSON (APEX) [phone]
,1f MR. MARK GATEWOOD (GREENS80R0) 1-800-326-4611
, -
,Il
SHEET INDEX
1 OF 7 -COVER SHEET
2 OF 7 - BOONE TRAIL STA. 0+00 TO 13+00 PLAN & PROFILE SHEET
3 OF 7 - BOONE TRAIL STA. 13+00 TO 26+00
PLAN & PROFILE SHEET
4 OF 7 - BOONE TRAIL STA. 26+00 TO END
PLAN & PROFILE SHEET
5 OF 7 -CLEVELAND SCHOOL ROAD S.R.1010
WIDENING PLAN
6 OF 7 -CLEVELAND SCHOOL ROAD S.R.1010 CROSS-SECTIONS
7 OF 7 -DETAIL SHEET
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SCALE SHLLI NU
DESIGNED MJH DATE= AUGUST 2002
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AIW DRAWN MJH X' SOU TH Wl N D B SEAL BOONE TRAIL COVER HORIZONTAL SW PROJ, # 02-0319 1,=150'
1533 f-, CHECKED RLM IL 93 SURVEYING AND 201 GLEN ROAD
pc~Qo~ ENGINEERING, INC. GARNER, N.C. 27529 SUBDIVISION SHEET DWG FILE #DESIGN,DW VERTICAL G
1 ~S PROJ ENG RLM 919-773-0183 OF, 7
, ,,c a' Q 7 • Z DATE 919-773-0148 FAX REVNO. DESCRIPTIONS DATE
~~~9!GOt:~"y°~ DEVELOPMENT S URVEYING REVISIONS