20020992 Ver 1_COMPLETE FILE_20020621

MIN
If \Oe N
/ a e
W; v o
I ~ ~ 0 0
tEE P'tl_ X14 E 12~ vPEA I ~DII~BANCE LHNTS zlm
I'A ANCE LIMITS I I g~ / r ? 7 J
o Na~VC 6 _ r -f. ¦ • r81Q\ II ~ r
~ 1,11 ,~~`,11 1 ~X,,T al~,,~_•--__-'-'~ -
1 111 /\11, ~ \ 1 • ~ _ f II 12x6 TEE z ? ~ W r" • 6M VALVE - c ~
HYD• 0, o
1 /
„ ~SxVP~ to YAK ~N cE 6+00 mar/ 7a r • F
1 J L 1 _ 11 J
1 111, i . \ 1111 • 11 IY ~.~.~~~'~6 3: w
- Y
1, ~ -814 814 V)
R/?N~,. w c
808- 81 - 74'_ 808 9x \ 0 9 \"tip W W E o
r R~r, APP ~ ~ , ~ ~ QO OZ
t2~a Ct ~kp - ~ ' ~ ~7., tot - - ~x-, - v. O r O ° o c~
804 R (/j O c Z S a + I IL
III w
01
\ O v Q ? . \ 8 Z 0
Ile _ \ ? \ J a a eJ' E
v ? ! am~ J `d O M
o lEX~S~ • t ~k /
,~?"SCR ? vim, ~Il v O z
o •i ,
k' agycF . 1 \ '8p6' 1 Q 9 l ? B \
PI Sta = IL V) PI Stc 7+20.22 O ~bc~c`oG S 9 _ Ls~
? o 0
> 1 N=70M / E = 1525
1 E 5834.54 r \ \ 52
I =5041' I =50'41'15.91"R ?
CIRCULAR ya ? \ \ ' o\ o~P ^ a~=s
Do • 0848153.05" - ? 4,A:
loop - 0+00.00 \ Dc 08'49'24.43" A~ II y o V J
~r E 525854138 307.88 + \ F'~' Y@l~'r ~ o
W98999.88 R = 850.00 • ~~e-y~ yl~ ~p
j ~ L 575.03. ~0 \ ?
C =558.47 \ rI~+ op ? - \ Rd2Entr7
\ E 91. SCALES: 0Gtio # 1" =40' HOR
\ \ \ \ \ ? \ `i li 1" = 4' VER
a ,
I
U) VPI STA 0+5100 CIRCULAR
NE n VPI EL =T8141,82 Do • 53.05' = 1.0gx gt = -1 Dc = 24.43"
1 t
; I 836 836 - m -34= 92 ZwA 816
- - 816 :z - - - - - - - - - y 1 1 - - - - _ i CURVE 300 00 R = 650. 00
40% 8 oI I i 120.00 ! L=2705
g o ~o I h ~ + h _ i E = 0.94!. C = 275x94
i 832 83281 = I _ - \ ! E = 15.14 812 z I - - ~I_-=_.14.1
A , VPI STA * 4+20.00 oki F ' ~ cry
q W x T
rn d Vp 1 1 00 VPI EL = ,819.12 Vi l EL = 2 4oX g 1 = -4.60X
I se I 4 606 1
828 9. 92 -1 828 08. ! - CURVE = 300.00 N
X W I I I Z I i
CURVE LEN =150.00 K = 83" g m W n p m ! v o ROq
K=8&18 E=1.35 °
E = 0.41 - - y = EXIST CURB & PAVNG - NE CURB & PAVNG m824 04 - V " 804 , EXIST N pR~ ?p' ' /!y£ _
r 824 '.A
F M \ U) 1 x i x
W NEW -lz k'A
30" RCP' 800
p NEW WATER I 820 820 800
Val pW Fk~ST 6 Elrisr 8., se i
> > 12" WAl _ R AD CENT
wFR ! i 796
816 796 816
1 NEW 12" i I WATER j EXIST.
EXIST. GROUND AT PUMP $TATION
12" CAP
EXIST. EXIST. i
2" VALVE 42' HDPE 812 792 812 792 1
t i
EklSr
! 8 Se ~eR 788
808 808 788
I
T
i
z w 2 z
w 784
804 804 84 i
d N M d N u)' 00 N N OI I00 1n N
N ! p~ r} N c0 I~ 0 tp co 00 M 0) C-4 o6 M 1~ O! Ipp (D N Lo a x N
co 4 yh C4 rn ~ w O i
pe) C-4 N N N r- 1 a- 0 V) NEW I NEW 8 SE R
800 co I ~o ao 00 00! 00 00 00 ° ! - - -00 ! - 0o 1-- 80000 780 CID - -00 - 001 _ 90 - co --00 00 - s€ R - _ __(n 780
7+00 8+00 9+00 10+00 ~11+00 12+00 1

CIRCULAR S`
Da = 02'51'53.24'
Dc 02'51'54.34' O( 00 -
ORCULAR I ~ I T 318.58 PI Sta = 194+86.72 \ W c o
Da'=_08'46'53.05' R- _ 200bfl0 N : 797J72.99
Dc - 0*49' 4Y L = 631.86 E _ 152 .87 Z 4
+ T=141.18 NI ! ! I I / C= 629.24 1 18'0825"i Q m U
\R`= 650.00 I I ! i /
L - E 2~5 94 ~'~/N~~~ YI-19 SHALL HAVE 4 OPENINGS 7' WIDE E=25.22 \ \ 0~5?~ NINGS 7' WIDE M = 24.90 O - \ W ? w
AND 12 HIGH-WTH 3 MADE CONCRETE FL ~E CONCRETE FLUME. O O ? N u
• E _ 15.18 IA / INVERT OF-'OPENING SHALL BE MAXIMUM 7 •••~~~JJJ111111 • _ PROVIDE MANHOLE LID IN TOP. BE MAXIMUM 787.00. ~8 \ / Q o TOP. SEDIMENT TRAP \ \e~ / Y m z p ^
4=14.61 1 1 I / * _ N o 3.5'D x20'W
• PI Sta - 12+4264 x65' \ ? ~I O I Z ` ' - \ WEIR: 121 XI D
0 " - SEDIMENT TRAP N - 79793519 Jm 3'D x15'W ~ 06 DIMENT 7RAp 'L STORAGE .'4500 CFS \ ? v Q U °z
E 1525389.20 12x6 TEE WEIR: 12-L xf' x15'W ><30 12x6 TEE DISTURBED; 2.5 • L z R: 12'L xi'D DRAINAGE: 48 .8 AC AC \ _ * O \ a 3 W 10 a; 'o
• ' VALVE ! I STORAGE: 1314 CI 6 J J STURBED• "RAGE: 1314 AF S 6" VALVE a9=72.6 c~ \ i Z o .N a
80q .f 1 = 243a34.D2'L r DI . - - / S7.3 rUA~ 4 0.Ac HYD. ¦ ¦ ¦ ¦ ¦ + ¦ ¦ D U7 w - _ o
• -DISTURBANCEUMIis HYD.r I I _ C °128 cts 9.AC - - ! ! ¦ ¦ ¦ ? " _ U7 (n Z o s
802 "1-4--~' i - - ~"f ~ _ ~ • ~ 1 ~ ¦ ! i r i ? 800 v o• W
f ..OiS1URBANCE LIMITS J CL 75 + 0 M,20-2 TEE Z 0-0 m m 22 0- VALVE
798 ar JL- \ - -r
Q I _ [j
786 12M i 1+ 79 __w- 12-
800 VALE _-E Ix
14±00- /I 15~ 1 20 • ¦ Z O M
gs r.-- _ _ 00 * ll \ _ " - 796 - - - SBLi 81 N, Z +00 ~52, ~ ~ CURB ~T ~ \ ? ~ O l
17+00 nr _ - +98 SEWER --Fill ` J4 \ _ + O I OD z
786 _-Z - jai Ilt E T J F- 784 I (n d (n w K ~1V v tqm 11
784 11 - -i-- r_ r#A~ ~~a..t~
`y 3b1co t yy ~_'i- ? Tp,c~ TD _~~L=~ZN/ r 780 y~ori~
DISTURBANCE"au-TSB . / A s /t nb._~.! - - 778 - X78 4 • ST ~R+?~. T ~u _ _ ,fffffffpff nf,gf,,,,a OAS Op ° - - 772 aP d
ID -AJF ¦ ¦ j:.~' ! ¦ ¦ s * . c ` '~OV ` n ill • 70P 778 ?
~ANIAIN 15 BUFFER - SEE TEMP SED NOTE - -OUT-11!r? Y MAlp TgfN 15
15' BUIZaR - " Y a - s t y~ c ~J 1807 774~_._~.. aim. i.° qCO .w
S 1 •'ri `K_ S~K ~ ~i-..y„_`` _ r ~ ~ / ~ SEDIMENT TRAP SEDIMENT TRAP Nq Bum / w s ) SEE TEMP. SED NOTE / - - - a p ? S "O w:
\ _ A 2'D x8'W ),65-L N3 1.5D x7'W x48'L %
WEIR: 4'L x1'D WEIR: 4'L XVD i STORAGE: 1026 CFS STORAGE. 504 CFS 1 NT- TRAP 64, GABON OUTLET
DSiURBED ' x8'W p X w 7R P/5 24' LONG X12' MADE
DRAINAGE: 057 AC DRAW (E; O.IB AC MEW: 3 - l 0 9,44i Qto-1.23 cfs AC as-0.81 cre C 4'L x h 4'L x1b Rd2Entr2
STORAGE. 432 CFS --cam SCALES: CAGE 432 Z L CFS 1RAP ~g . t URBE 0.4 24
R 0114 0.24 A AC OiS~ARA`1 'l ( AC
DR ` y CL AM DR 00.24 Y AGE: JxI'D L c / 9,ff . 1" =40' HOR )•'$2 cfa 0 .2 AC / 4'l 1 " = 4' VER GE 980 CIS
`1 B 's*'b 51RE Re-o•~2 art ...mss ~NZ e~s~ ~ r~ ~s, , ~ AINA~ 0.54 AC / DRA
/_tiS Oa°7.17 cf Q.54 AC~
cis

j i VPI STA 18+00.00
Rp H 7 VWR E 1- 81.57 ~C4 I \NE
804 oeN 4 804
r - - - - - r - - - - - - MHm%& - 700.00 i I
O co a K~a& ~ I
NEW ~ •4~4n~ p in,
I E = 7.35 q(~' 2
800 g7ER $ 800 :
t rn n ~ r I i
N
796 ORIGINAL n - 796
u
c ? er s
792 792
\
NEVI
i T - NSW w \ ROAD !CENTERLINE : 1 / - ,IyER
788 a SE 788
z NEW ! a!
15' RCP
m m---- - NEW ~2 WATER
z o EXIST z 784 ~ - \ 4" FORCEMAIN
NEW JB" SEWER ~ 784
NEW 8" SEWER \
ORIGINAL -
780 NEW'8" SEWER 780
NEW
36' RCP
I
776 776
i
I
772 772
N N N N (N N 'N CN CV CN, 04 IN C*4
O 1n O u7 00 N O) 01 N 00 h h (V, O
6 N 01 u7 M N O O 6 00 co O O rn m rn rn 01 00 00 00 00 co 00 CA O h (N et (D 00 to
768 Oo 00 r` , r r` r` r r r` h 00 00 00 CY) 0) CA CD CA 4M O O 00 00 768
11+00 1 +-50 13+00 3+50 14+00 4+60 16+00 5+50 16+00 6+50 17+00 7+a~L. 7+50 IR-4-nn 8+50 19+00 9+50 20+00 0+50 21+00 1+50 22+00 2+50 23+00

I 1 I .r ¦r..r
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As,~~,'~ I v SEE SHEF_T 13 OW ME 0 MUMP am
\\d~ M ATOH _ ERNE WASTE ORR now 1 i ~ ~ o
\ wow.. _..r~.. W AsTE Z
\ \~5~~ 8}~
BORROW It I
\ 7 p AREA
V, 1? oy Zao
o~~ Tua~P~ b
ors . * 820 ' Of o
vQ } W Uz a
i 1 a Q W o d 0
• 810 I ; 3 Z_oYa
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1 LLw ~ W ` ¦ a p G
ww 1 O c m m
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1 Li.j a
Z J~ a
¦ V ri Zo 00
23+ o
j - p J
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¦ 1 ~(714 0 m 04
?~~v~~SS' \ ` \ \ / x720 UTRITY EASEMENT - ¦ 0~ Z
_ m Ear O J 1a- a z
100' ELEC- EASEMENT w N a- V)
¦
ab~ PI Sto - 19 72 • ; 1D •
v };Fyn N 797272.9Q EOP'w 23+00.00 • E E E E E E E E E ' Ov ~Q, . E E E L E ~P d'n .d
$ E 1525040,07\ E - 1'524987.24 • - a o' n
d W+l pe 1 1V06E05.29'L \ N -796958.92 • ENERGYUNITED ELEC TRAN EMISSION LINE E~TE _E~_E-E--~-•- e-E--E-E pp f E E E-E -E~ f a OF8 g
B
? 100' ELEC_ EASEMENT
a- i SCALES: Rd2Entr3
_ • 1" =40' HOR
r 1" = 4' VER
80 \ , \ o~~ - •
a
\ \ - OZ8 - -
Ck 14i6
\ \V.AV AN
\ a
I 0\4
816 818 a
812 812 Ol8
\ a
~,o • STE
A ATE
BOB NEW DlrC 808 W ?ROW
BORRO
sn \ AREA 1+ o EA
~ 804 w eo c ~a ? 804
-
An w •
\ ROCK DAM 0
BOO 800 _ ~ _ ` S!L• 4'0 x881W x4401 \
q ? WEIR: 10'L xt'D 0~? STORAGE: 10.060 Cis
DISTURBED. 6.0 AC
= G ? DRAINAGE. 7.0 AC
~'iJ ? Qws15.2 cts
796 796 • BOT 798
~ • p15~RB~Np~ oUM~
792 792 T`- 008 _ L--- - i0P 802
~ / G
4 f BOT 796 * l
788 788
784 784
\ \
C) Os~
o \ / 00 (6
°r` I °780 ao m 780 \ \ /
\ \ /
1 22 - +00 23+00 2 4+00
_

I N
00
V F- ~ t0 W O
Q W O O
0 10 Z W
Q 1'° o
SID Z U a
S ti ,U y~1R 5Da~ PC/ ` S~ W z~ o
b SRS' 3- ` _I m O
Y Q IVO ~N O
"00 BOP = 0} " 0 z
' / • ' / ~c~ REA INITIAL CULVEF N = 797240 , s 1RpP P _CULVERT NOTES: U Q i & z
1. PROVIDE TEMPORARY 4' HIG Li 'u C3 MPORARY 4' HIGH SANDBAG COFFER DAM a Q W v o o'
I / x38w xl'D A OF5 IN EXISTING CHANNEL ONLY
SEE NOTE 2 1R pGE \~0 18 AG PIPE WHEN NEEDED. HANNEL ONLY AT UPPER END OF NEW 3 z a'y a C NEEDED.
i TOP_768.6 SSO)IRlED: 27 PC l f D~ E 2. PROVIDE TEMPORARY ROCK 0 0 MPORARY ROCK CHECK DAM STRUCTURE AS
• , 3 ` p i ? ~ft m m I DRAB 95 °fs SHOWN ON SHEET 14 EXCEF / f 1 Die SHEET 14 EXCEPT MODIFIED TO 4' HEIGHT. W O] Z c
; bX~: ? ' ` ( ? - 3. ESTABLISH FLOW THRU NEW W < SLOW THRU NEW CULVERT. 96"0 ALUMINIZED Z W C m° m
CORRUGATED STEEL PIPE W Al STEEL PIPE WITH 3x1 CORRUGATIONS Z O 00 0
70.168"(8 GAUGE), TYPE "B" UGE), TYPE "B" COATING. ALL FIELD 0 r IS SHALL BE SLEEVE GASKETS WITH ROC
-5 , , LIMIT OF WORK CONNECTIONS SHALL BE SU /'ry r 0 ? AND LUGG CONNECTORS. S ;ONNECTORS. SEE PROFILE AND DETAILS 3m L1,1 'I' m
1~ no a~ • ~1 ALTERNATE A AC. OF DRAINAGE. DRAINAGE. V) W cr W^
/ ? , 4. PROVIDE WALL FOOTING, PIF ,LL FOOTING, PIPE COLLAR, GABIONS AND (yJ o
MESA BLOCK WITH GOEGRID # OLL PIPE. SEE DETAILS. < WITH GOEGRID AT BOTH ENDS OF CULVERT J (r r °
CP L Trp/ DOI'SFf - " M DETAILS. z M
'Rt N~J . 5. AFTER COMPLETION OF HEA 3 REMOVE TEMPORARY COFFEI >LETION OF HEADWALLS AND GABION ENS°S 0
4PORARY COFFER DAM. ADD SILT FENCE ~`a Q C )WALL ON COMPACTED SLOPE FILL 0 E M
`f E ABOVE HEADWALL ON COMP 77~ / W 786, DIRECTING FLOW TO SEDIMEI 'LOW TO SEDIMENT TRAPS. - I ~I u
V l NO ^ F. yt _ - Q rn ti c
0~ z °
o - •1 Q Q }
x y / F I _s_~_ ss ROAD NOTES: m _V) dN <v w 1OTES•
- ,x o ~ ' uhf Sf s 1. CURB FOR BASE BID ONLY,
PI Sta = 2+25.46 3ASE BID ONLY, NO CURB FOR ALTERNA'E 'B'.
N = 797302.09 _ 2. PROVIDE TYPE III BARRICADI 'E III BARRICADE AND 2 FT. HIGH
E = 1524830.57 EARTH BERM ACROSS ENTIR U n ±1- - I ACROSS ENTIRE END OF ASPHALT. ~P......
/ ti ~ ' 780 - _ 1 I =30'3759.10" 9
It. ~C , . 11 10
.
Ole CIRCULAR Rd2Endv1
4 ? t o~ ~c dy`' P'44~ • Y~ Da =9'05'54.94" SCALES:
+t o Dc 19111'17.29' • / W 1 P1 T = 82.16 1" =40' HOR
1" = 4' VER
- dt ' R =300.00 a i 8 /
~0 ~a~; oti?oy~ z/~I,~' jN~ xq DFS L = 160.99
A 55~~ C-' 158.49 _ PG 1y
~qP`' 1 ; ' Q 5 \;75 E - 11.05..
M, TO.66
' I g g~ g '1 i I
O N 0 4
795 i
W 795 WAY 18' BASE
BA NSID CURB Y~ 1i h- >
- T I
\ z4org I I
AL 'A' WATER j
i 0.90% 790
790
3 NE s" s wER 785 785
Q \V 13' ;ALTA'A' SEWER FUTURE TILTES N
°o o VPI STA . 1+60.00 v 9T
o W m VPI EL =789.20 v S q 780 r, 780
g2 . 0.90%
V) ! v CURVE LEN = 150.00 a' MmiMU14 ~ 45 J NOTES:
a a v K = 45.45 j' DEG. ( 1, PERMANENT BARRICADES ARE USED FOR NON-WORK ZONE
m m E - 0.62' DEC. APPLICATIONS WHEN THE END OF A ROADWAY REQUIRES
~I - 8"-12" TYP. BE BARRICADED.
775 775
`I 2. EXTEND BARRICADES ACCROSS THE ENTIRE ROADWAY.
20" TYP. 1 USE RETROREFLECTIVE FACES ALONG RAIL SIDES FACING TRAFFIC.
ALTA 'A' 4. NOMINAL LUMBER SIZES ARE SATISFACTORY FOR RAIL WIDTH
96" CMP DIMENSIONS.
ALTERNATE ORANGE k WHITE STRIPE ~t WHITE STRIPES 5. USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES.
770 770 ' MINIMUM 6. USE 6 INCHES WIDE STRIPES.
JM
45 45 7. THE MINIMUM RAIL LENGTH IS 48 INCHES.
DEG. DEG. 4 8. SUPPORT BARRICADES IN A MANNER THAT WILL ALLOW THEM
8"-12" TYP TO BE SEEN BY THE MOTORIST. PROVIDE A STABLE SUPPORT
NOT EASILY BLOWN OVER BY THE WIND.
zI 9. OSE SANDBAGS PLACED ON THE LOWER PART OF THE FRAME FOR
765 765 BALLASTING. DO NOT PLACE SANDBAGS ON TOP OF A STRIPED 20 TYP. RAIL. DO NOT BALLAST BARRICADES BY HEAVEY OBJECTS SUCH
AS ROCKS, CHUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD
CAUSE DAMAGE IF THE BARRICADE IS STRUCK BY A VEHICLE.
co' 0 rn co -
0' P7 ALTERNATE RED k WHITE STRIPES WHITE STRIPES
0 0) (n 01
0) 0), 00. 00 760 PERMANENT BARRICADE'. 760 3ARRICADES TYPE III BARRICADE
- - - END-OF-ROADWAY APPLICATIONS APPLICATIONS 48 1145-01
n-4--oo 2+00 3+00 4+00 1

00 Y I O
W
If '
808` \ ~ s ; 6 ? _ _ _ 1 t 1 ~ - / YI 19 SHALL HAVE 4 OPENINGS 7' WIDE I to . ° - NO 1C HIGH WITH 3' WILE CONCRETE FLUME. , V
INVERT 3F- OPENING SHALL BE MAXIMUM 787.00.
12x6. TEE PROVIDE MANHOLE LID IN TOP Z . , w
a ~ff » t ? q15 6" VALVE j r ~ t t tRBAtNCE LIMITS HYD.
EDLNENT TRAP 3.511) x20' TRAP co O Z p o rn
V\~o ni 802 ft t t t r,t 4 a If x71 W x30 HEIR: 12'L K x65'L U Of o
798 - z
STIORAC2 L xi o 12x6 TEE STORAGEgX1 D Q uJ z DISIURBE• 1314 CF-S 6" VALVE DI TURBED 00 CFS \ n- W v v 0
_ t p\ FtiF 800 Ts DR9 : 0.>3 AINAGE: 2.5 AC W L n 4 .C x a°_12.8 0.AC HYD. Qrom72.6 C1S 4.8 AC \ V) Z
t t D1, TUaBi AN IIMI Limas S 75 V)
ek \ 13 12" Vql t t790 T Y Q
9 "-7 S75 (V w W 4)m
w-. _ ? ! ¦
cR9 4 \ _ 4 4+ ~ 800 ` ° " - - : = x' ? ¦ - 2xT2 TEE'b-~
786 - 2" VALVE (A
26 W G m - - die. x
• 32 5 2 \ v s _
W - p 79 _ - 1
_ Z \ ? _ 11" EVE 1+00 _ j 17+00- - Z
171'+ - -f851 5 It i ItIH - . q + _ 111 y I - -r- - L O o ! n
18+00 "~`9tF- - - F- + ft a 20
t-016- TD / DISTURBANCE t t 17 6 J Q. a - 8" SEWER III +00 A& 4 71 T
t-_-?_} 786 LIMITS t t t ! t/ t :
i" ' 1`r 14P T~. \ i / 780
_ . t fir-o-.q m =O 788
MAINTAIN15'_BUFFER - 784 - - V) 778 - - 4 ~ O
- SEE TEMP / - SED NOTE
NOTE • • ¦ • t - - 782 _ u.
SEDIMENT -7 III ¦ - ----Q_QT 772-- 1*r fff \r1P , chi
l T N~b~ x 0 _ ~r 8 W AP kJ xTRL SED1MEN7' l s ~R *o.9M \ / HEIR. 4'L xr 1.5'0 iRaP
STORAG. D x7'W 1R N 15,{ BUFFER • TOP 776 g`w d .
RS. 13 a ! I BOT 774 ,1 • n
1 N FS ` yy 4 ( \ DIS E' 1028 8 4-L x481 /1 t J EST' T BASIN YI ` ` ORS S+7~L ORAINED 0.5>FS ST4gAGE x1 D ,s~E° `~S CL S 04 CFS 1.5b 1RAP vJ LSEE TEMP SEE) NOTE aD.
CE. ~pA1N % TREAFr1 0.aw 1?~ 0.57 ACC pRxluaa,soa BFs / 11- S o1 GE" as°~ X28 All SEDIM ¦T• ? f..i' • RIPRAp _ J . 9.2e gCOU7LET S pIRA~ w ~b .L k5 2~ION LON Gx12E iMDE ? '+`I~l ` ',,~~''~nnu~pAJfff•
1 O 4 qC \ 1 1 cfs C4 0.81 cfa D'28 A ~ - C -
1 fiyD 115 w D "BED. 0432 CFS ~..i c • 710 W DRAINAGE: '24 AC 2~~D.. CRAP s_1-4
• @2 cf¦ •?4 AC IR; W SCALES: x86'L =40' HOR
1
.i•.i" ptS 9p 80 O CF E~E----------=---------- 1" = 4' VER U
S MENT DRAMI _E. 054 AC c~
~..i"~00 EIEC EA - Qto+1.17 Cf¦ Q.34 AC /
805
I
j
800
LiT7 1: -t- o rn 800
xn +!n ~o w 0•n
J J ~~N w II,W ~ I ~ or, /
cnIQ Q~f
795 w !in ~I 0 O
- r - 00 C; rn 795
(D 00 W _
\ r+ II to < /
II J J VI a ui it w /
790 ~O _~w \ \ INK im fn d'
790 - -
pupa pVC /
9 p0 /
785 EXIST.
4"_ PVC \ ' FORCEMAIN 785
Pie 4 389.00' OF 8.00" PVC AT 0.44% /
HO \
m 00 Pipe 1 O O O /
> 38.00 OF Pipe 3 200.00 OF 8.00 RyC AT 0.507. \
? 8.00" PVC ^ Pipe,2 308.00' OF 8.00" PVC AT 0.49X 00 NEW 00 OD OD 18" RCP I"h
780 F-: II Al 0.795 \ N d 1111111111 I'll 0 0 (14 X II II
Pz 00 w0 -_----m 00 780
= 779.30 yc _r p n 00 Pie 1
Pipe 12 = 779.50 n a aid
v ~
Pipe 1= 779.00 N n a n as NEW
775 a a 36" RCP
- a a 1_ i / 775
770 770
765
' 765
0+00 1+00 2+00 + 4+00 5+00 6+00__m 6+00 7 9+00 10+00 11+00
_

\ ? 830 / SIN ,
° r N
m C%4,
't \ tb ¦ is ~d\ t ,ti Fy
\ 4\ l*
\ PB~d J?Q ~ 820 e wo~OP° Z
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75 + Q ~1~ • 1? 1 SEE N?68 6 • ~4V, ' L N m °o • v / i SOP' a a ? 4%p?
m 1 ~I 5 ? U o Ir +5
z / r L r ~0~ '7~'~ Ql• ~I? Q W U z
800 l yr • / , + Om j W -a ai O
0 ~ O:N a 1 _
Lij ry ¦1. I-W Q'~- Z
0
. 12- VEL, 1'+00 _ - 22+00~ 23+ ti~9F~ 11 _ t ~MM OV) cm m R ~ / I - ° • Z Z 0,5 r l 0 1 N' AV 3 ~3 l11 W m
N1 \ ~ ~ ' x.20• UrUT/ EA5E~E " ~ ¦
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COMPACTED NOTES;
ROADBED FOR 1. PROPERLY ALIGNED RIPRAP APRON WITH RECEIVING CLASS 'B' CHANNEL PLACE ANY REQUIRED CHANNEL CURVE EROSION CONTROL
RIPRAP WITHIN FIRST ONE THIRD OF APRON LENGTH. LENGTH, RIPR MAINTENANCE NOTES NOTES FOR EROSION CONTROL:
AP APRON 2. SEE EROSION CONTROL GENERAL NOTES. GABION AS NOTED TIE AT GABIONS 1. AFTER EACH SIGNIFICANT RAINFALL: 1. THE CONTRACTOR SHALL PAY COSTS RESULTING FROM FINES OR VIOLATIONS.
A. CLEAN AND REPAIR CONSTRUCTION ENTRANCE(S) TO THE 2. CONTRACTOR SHALL NOTIFY DEHNR, LAND QUALITY SECTION PRIOR TO
RECESS 1.5' DEEP CENTER •D 31 RIPRAP APR CLASS 'D' RIPRAP r 1 /A/A/VA/AAA/V~~~AVAA ON LENGTH -Ills= ORIGINAL DIMENSIONS. BEGINNING LAND DISTURBING ACTIVITY. WINSTON-SALEM: [phone]
11=IIII_IIII_m . I=, B. CHECK CULVERT PIPES AND CLEAN OUT SEDIMENT. 3. DURING CLEARING AND GRUBBING INSTALL ALL TEMPORARY OR PERMANENT
RECEL5~7RIPRAP FILTER
_ CLASII'I-_i!l-III) _ III- FABRIC C. CHECK SEDIMENT BASINS. ROCK DAMS AND SEDIMENT TRAPS EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO ANY CONSTRUCTION. AND WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE 4. DO NOT BLOCK OR CROSS STREAM WITH HEAVY EQUIPMENT WITHOUT AN
2' m 2 ?P _ I-1n FILTER FABRIC TP._i TW.A~ CLASS •,B, RIPRAP i'rP. DESIGN VOLUME REMOVE SEDIMENT AND RESTORE THE BASIN APPROVED TEMPORARY STREAM CROSSING. INSTALL ALL CROSSINGS
D I I -,ail- p FILL GAP BETWEEN TO ITS ORIGINAL DIMENSION. CHECK FOR EROSION DAMAGE. DURING CLEARING AND GRUBBING. PIPING AND ROCK DISPLACEMENT AND REPAIR IMMEDIATELY.
SECTION L ON 8-8 FILTER FABRIC SECTION B-B SECTION A-A CABION WITH RIPRAP TYR Q
2. PRIOR TO SEDIMENT DEVICE REMOVAL, REMOVE ALL WATER AND 5. FIELD ADJUST DIVERSION DIKE'S AND SEDIMENT TRAP'S LOCATIONS
A A FILTER FABRIC NOTES: SEDIMENT DETAINED BY DEVICE. PROPERLY DISPOSE OF BOTH. FOR LOCAL LOW SPOT. BRUSH DIVERSION DIKE MAY BE USED IN LIEU OF TEMPORARY DIVERSION DIKE AS APPROVED BY ENGINEER.
TYP. ~F4cF z 1 AFTER THE CONSTRUCTION SITE HAS BEEN PERMANENTLY 6. ALL STREAM CROSSINGS FOR CONSTRUCTION TRAFFIC TO REMAIN FOR MORE
3 MIN 1. PROPERLY ALIGNED RIPRAP APRON WITH = RECEIVING CHANNEL- PLACE ANY STABILIZED REMOVE THE DAM STRUCTURE AND ANY UNSTABLE THAN THREE DAYS SHALL HAVE OUTLET STABILIZATION PLACED AT BOTH SEDIMENT. SEDIMENT SHOULD BE PLACED IN DESIGNATED DISPOSAL ENDS OF PIPE IMEDIATELY AFTER PLACING THE DRAINAGE PIPE.
1 _ z p REQUIRED CHANNEL CURVE WITHIN AREAS AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE DRAINAGE PIPE IS SIZED ACCORDING TO CHANNEL DRAINAGE AREA.
4 a ' WL5 FIRST ONE THIRD OF APRON LENGTH. WAYS DURING STRUCTURE REMOVAL. SMOOTH THE BASIN
- _ < z 2. USE 3'W x6'L x1,5'D GABON, TYP. SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE. 7. WHENEVER A PILE OF SOIL WILL BE EXPOSED LONGER THAN 12 HOURS
SURROUND THE SOIL WITH A SILT FENCE OR TEMPORARY DIVERSION DIKE. 4. AFTER SEDIMENT DEVICE REMOVAL FROM CHANNELS RESTORE STORAGE OF EXCAVATED MATERIAL SHALL NOT BE ON ANY PAVEMENT SURFACE.
3 < CONTACT C.F.P., INC. [phone] CLASS "B" -_~II_ Ili"_ill II'' EROSION CONTROL 3 SEE EROSION CONTROL GENERAL NOTES CHANNEL BANKS TO ORIGINAL SHAPE WITH RIPRAP OVER REINFORCED FABRIC. 8. FOLLOWING COMPLETION OF ANY PHASE OF GRADING OR COMPLETION OF
RIPRAP TYP. 'D' MIN. SECT1 IIVtL~ I~ A-A
5. PERFORM A FINAL CLEANING AND INSPECTION ON CHANNELS, ALL CONSTRUCTION STABILIZE ALL EXPOSED SOIL IMMEDIATELY. STABILIZE
Low- OUTLET PROTECTION CULVERTS AND REMAINING DEVICES AT FINAL OJOB N COMPLETION. BY SOWING APPROPRIATE GROUND COVER AND PLACING MATTING IN CHANNELS 4 AS INDICATED ON PLAN. MATTING TYPES SPECIFIED ARE MANUFACTURED
w BY NORTH AMERICAN GREEN. CONTACT C.F.P.,INC. [phone].
RIPRAP APRON WIDTH OUTLET STABILIZATION STRUCTURE ELAR GABON AS NOTED STRUCTURE -TYPE 2 64 EC-641E Q 64 EC-641" 9. UNDER ALL MATTING PROVIDE COMPETENT COMPACTED SOIL WITH 10 LB
STAPLE PULL OUT RESISTANCE FOLLOW STAPLE PATTERN TYPE SELECTOR IN STAPLE PATTERNS DETAIL. BEGIN MATTING NEAR THE UPSTREAM END
5' MIN OF EACH SYMBOL OR AS GROUND CONDITIONS DICTATE. DO NOT LEAVE
LENGTH (15' MIN.) WEIR WIDTH xW1DTH (10' MIN.) OVER TRAP CLASS "B" EROSION ANY GAPS BETWEEN CHANNEL MATTING AND DOWNSTREAM STRUCTURE.
10. MATTING SHALL BE TOED-IN 6" OR OVERLAPPED 4" MINIMUM AT ALL EDGES.
Piz MIN FLOW CONTROL RIP-RAP _I 1 12" MIN THICK o00 00 0 Qo AT TRANSVERSE SEAMS FOR MATTING WITH TYPE •E' STAPLE PATTERN,
SLOP 6' MIN. TYP. LAYER OF #57 ~0~)O. o0O0~00 0 2:1 MAX FOR ALL TOED-IN DOWNSTREAM MATTING THEN PROVIDE CHECK SLOT STAPLE PATTERN -
-6" WASH STONE 0 oQo 0 i ?rl p'b°OooaOo O o00000oo00a 0 a o00~0 0°000 EXPOSED SLOPES Q 6, ryp il. PROVIDE A FILTER BETWEEN ALL RIPRAP AND SOIL WITH A WOVEN FILTER 6 lyp FABRIC 70OX BY MIRAFI.
I Tpz V//V%V/. Nqk l~ o 0~°,0~Q0Oo00oQ °OoOi`~Oo00°C oC0o0o0 0D FOR SAFETY TYP.
-1 _ NATURAL ° X00 O__((~~C o Q o°o0C o O,,Q O o O o o °0 U00&0 G~Boo~~OpO`6Q o0 CPO Oo 00. O TYP. ~ 1 3 3 T y 12. DEWATER ALL TRENCHES OR IMPOUNDMENTS INTO SEDIMENT CONTROL DEVICES.
- - --I - - i i- GROUND `I o0 0 I i-I-I 1-i --I - o • _ EQUIVALENT TO SEDIMENT TRAP FOR FLOW NOT TO EXCEED 10 CU.FT.
. 1~ 000 Z - _ 95Y> STANDARD PROCTOR COMPACTED TYP NONWOVEN FILTER FABRIC DAM SEC nON I MIN PROVIDE KEYWAY TRENCH ALONG %SI 13. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND AFTER
SOL OVER UNDISTURBED SOIL 2 TRAP DAM'S CENTERLINE AS AN 18" DEEP I 1 EACH RAINFALL. REPAIRS MUST BE MADE IMMEDIATELY. REMOVE SEDIMENT TYP. CLASS 'B' RIPRAP 1 ~1 I BUILD-UP WHENEVER MORE THAN 3" DEEP. WHEN STABILIZATION IS
MIN ALTERNATM: TO FILTER FABRIC. FILTER FABRIC TYP.
NOTE: TYP. NON-WOVEN 4' MIN. A I 1 A OPEN SUBSTANTIALLY COMPLETE REMOVE TEMPORARY MEASURES.
1. SEE EROSION CONTROL ~~,QRARY FILTER FABRIC WEIR LENGTH FORRSETTLE ENT HIGH nir GENERAL NOTES. DI RSION. -DIKE SPILLWAY nir BOX 4. CONTRACTOR SHALL CLEAN OUT ALL STORMWATER CULVERT PIPES ALONG RIPRAP CHANNEL I I
e owls - oRNa0c3 ROAD AND DRIVEWAYS AFFECTED BY THIS CONSTRUCTION. LEAVE ALL CULVERTS IN CLEAN CONDITION.
z - 00 o n Zw 0 00 oO0 L 1 I
7 NATURAL CAN GREEN MATTING SPECIFIED. SEE NOTES I I I 15. ANY DRAINAGE STRUCTURE DAMAGED OR DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS DIRECTED BY COUNTY MAINTENANCE ENGINEER.
STEP 1 ( - °o C00 0 - ~p ao NORTH AMERICAN GREEN MAl EP 2 GROUND 0 ~ 0 00 0 ' 1 n 0 v o0 0° 000 000 CHNM CHANNEL WIDTH
DRIVE STEEL POSTS IB" INTO GROUND ATTACH WIRE FENCE TO POSTS THEN COMPACTED FILL OOCOC 0O 00000, 0- o - 2 1 MAX SLOPE BC AND EXCAVATE A 6"46" TRENCH ATTACH FILTER FABRIC TO WIRE 5' MAX HEIGHT 00 0°0~° ° BOTTOM'- --0 16. AT PROJECT COMPLETION PERFORM A FINAL CLEANING AND MAINTENANCE
0 FOR SAFETY ON UPHILL SIDE OF POST LINE. FENCE AND EXTEND BOTTOM OF t - 0000 0 0 0000 ABOVE TRAP WIDTH ~~1 ON ROCK CHECKS. LEAVE ROCK CHECKS BUT REMOVE ALL SEDIMENT TRAPS. SIDE SLOPE
4"0 WOOD POSTS MAY BE USED. BOTH 8" INTO TRENCH. 00 000 DAM NOTES, y , ~OCOo~Oro CENTER ROLL(S)
1. SEE NOTES FOR EROSION CONTROL. 0 IN CHANNEL, 8" L o _ o' 1.. 6" MATTING
1:1 MAX 2. PROVIDE EMERGENCY SPILLWAY BESIDE SLOPE BELOW PROVIDE OVERLAP BETWEEN _EN TOE-IN TYP. ELM LANDSCAPING AND STEEL POST 19 GA. MIN.
TRAP. SPILLWAY WIDTH EQUAL TO TRAP DAM 3 MIN TEMEOReRY ROLL EDGES 24" O.C. 14` MESH MAINTENANCE NOTES:
WEIR LENGTH WITH ELEVATION SIDES. RAP BASE SEDIMENT TRAP CHANT MAX. BELOW SETTLED TOP OF TRAP SIDES. CENTERLINE SECTION MAX' HARDWARE 24" r CLOTH 1. REMOVE DEBRIS, ROOTS, BRANCHES AND STONES IN EXCESS
nmrr BETE s POSTS CHANNEL MATTING
4 DRNCHt.' MIN. OF 11' DIAMETER IN SIZE. FINALZE PROPOSED GRADES.
#5 57 SCARIFY SLOPES TO A DEPTH OF 6' WHERE POSSLE. a STONE 2. APPLY AGRICULTURAL LIME AT 60 LBS/1000 S.F. FOR COARSE
TRASH RACK: (8)#5 BARS VERT. 10' TOP OF DAM NOTES: PAP pV t " y WITH #5 BAR RING TOP EL' TEXTURED SOILS AND 120 LBS/1000 S.F. FOR FINE SOILS.
O$ N 1 6 / y COMPACTED 792 CUT MIN MUM 20' LONG EMERGENCY SPILLWAY 6" VJ 16OPN-C FILL TO INTO UNDISTURBED EARTH BESIDE DAM AS APPLY UNIFORMLY AND INCORPORATE THE LIME INTO THE
I I 957 STD. INDICATED ON PLAN. _ TOP 4 TO 6 INCHES OF GROUND.
TOP PROCTOR 3. APPLr 10-10-10 FERTILIZER AT 25 L8S/1000 S.F. IN
\ \ \ \ \ \ SEE EROSION CONTROL GENERAL NOTES. 2_ F Z STEEL POSTS 3~p 3 TOP OF RISER 788 OPEN ACCORDANCE NTH MANUFACTURE'S INSTRUCTIONS.
4 WIRE FENCE "HOG WIRE" BACKFILL''1RENCH (SEE NOTE) STORE 785 O 3 5 MIN. 1' GABION 12'Wx24'Lx1.5'D NOS• BOX /1 RAKE PRIOR TO ROLLER
i N TO ANCHOR -FENCE BOTTOM SO 5 SEE CULVERT PIPE END DTL SECTION A-A 4 LIGHTLY WATERTTO ADP IN I THE 01534PATION OF FERTILIZERN 1. SEE STANDARD NOTES
FILTER FABRIC RUNOFF IS FORCED THROUGH 24" CMP wx t67% FOR DRAINAGE 5. APPLY SEED AT A RATE OF 5 LBS/1000 S.F. EVENLY IN
i < NOT UNDER FENCE w~ BOTTOM OF WIRE FENCE yV - STRUCTURES. DROP INLET TWO INTERSECTING DIRECTIONS AND RAKE LIGHTLY.
AND FILTER FABRIC BURIED -I - T° 7 _ 2. SEE DROP INLET Y~R~ INLET 6. SEEDING MIXTURE OUTSIDE 'WETLAND' DESIGNATED AREAS
0 6" IN EXCAVATED TRENCH. ~ I_~ CONC. ANTI-FLOATION 2' DEEP CUT WITH GRATE J. SHALL BE KENTUCKY 31 TALL FESCUE AT 5 LBS/1000 S.F.
M4Y. 782 2 COLLAR OFF IAENCH 18" WIDE ANTI-SEEP COLLAR OR YARD INLET A. A. BETWEEN AUGUST 15 AND MAY 1 ADD WI _ TH FLUME SEDIMENT ELM 1 LBS/1000 S.F. WINTER RYE (GRAIN).
:m i 4 4#5 BARS EL 790 32 ECDIFRi B. BETWEEN MAY 1 AND AUGUST 15 ADD
KEYNOTES 3 12' 0.35 LBS/1000 S.F. SUDAN GRASS OR
co -36"o CMP BARREL RISER ~ r 0.25 LBS/1000 S.F. GERMAN MILLET. 2:1
SLOPE STAKE SLOPE iv 1~'N~' Np,oUNO 1]]LJ.I.ati~. 7. IN 'WETLAND' DESIGNATED AREAS APPLY SEED MIXTURES
SAP 02 6" WIDE RING WELDED TO RISER EMER MCY :a SL m SECTM ORIGINAL G9_ 1. USE THIS DRAWING AS A GUIDE ONLY. ONLY APPROVED FOR WETLAND USE SUCH AS SAW GRASS.
H+p y O 6, 2 03 24"0 COUPLING TO RISER SPILLWAY SECTION ORIGINAL - ? CREEPING LOVE GRASS OR OTHER APPROVED SPECIES. u 5`OPE _ 1 1~,=I Imo.-_ - I VA ABLE < 2. AS SHOWN ON PLANS OR AS DIRECTED
NOTES: C Z r - SL E J BY THE ENGINEER: 8 ROLL SEEDED AREA WITH ROLLER NOT EXCEEDING 112 LBS.
i. SEE EROSION CONTROL GENERAL NOTES. 4#5 BARS ~ 04 >1"0 HOLES AT 3" O.C. EA. VALLEY COq 5 - 5' 7 4' S' o. ADJUST THE SLOPES AND DIMENSIONS OF DITCH WIDTH AND LENGTH TO FIT 9. MULCH SEEDED AREAS WITH 90 LBS/1000 S.F. OF GRAIN
5' ~iYlAlLlai 4 5 #57 WASHED STONE 2' WIDE TOP SEDIMENT - 2. FILTER FABRIC BOTTOM SHALL BE PLACED 6" DEEP 10' V.C. 6' EXISTING TERRAIN. STRAW. WHERE SLOPES EXCEED 5%. SECURE MULCH AND
IN TRENCH AND SECURED BY EITHER P ANTI-FLOATION COLLAR SAM 6 DITCH SECTIM b. DITCH PROTECTIVE TREATMENT SHALL SEED BY EITHER SPRAYING WITH ASPHALTIC TACKING OR
B) TAWASHED STO, EXTENDING 6" SOILNMATERIAL. GROUND 1LEVELOOR HIGHER SI' FENCE 5' MIN CONSIST OF CONCRETE, RIPRAP OR STAPLING A OPEN WEB POLYPROPYLENE NETTING OVER THE MATTING. AREA IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS.
SkTFUNC LENGTH (15' MIN.) WEIR WIDTH BERN DITCH PROTECTION NETTING SHALL BE TERRA-JUTE BY WEBTEC, INC. AT DITC- [phone] OR APPROVED EQUAL

~6' 3' 3' 3' 3' 6'-8" xWIDTH (10' MIN.} OVER DAM CLASS "B" EROSION ' CONTROL RIP-RAP 10. MOW GRASS AT REGULAR INTERVALS. DO NOT CUT GRASS
/ 3' 3' ' s 1 z liar 20" 20" 2 "SPA. FLOW BERM DITCH
I 2 MIN. 12 MIN THICK 0 0 -E° 0 2:1 MAX FOR ALL EXPO Q - Q Q LAYER OF #57 a0 C ' i `IL` LOWER THAN 2 INCHES. MAINTAIN A MAXIMUM HEIGHT OF a INCHES. NEATLY TRIM EDGES WHERE NECESSARY CONSTRUCTION UNTIL SUBSTANTIAL COMPLETION OF PROJECT OR UNTIL
aL Q O x x x x ~i WASH STONE 000000°00 a- x x OC,o 0 00000 0 0 0 000° Oo X CL DIl GRADE POINT DL•TAIL REF. NCOOT M 240.01 VIABLE LAWN IS ESTABLISHED, WHICHEVER IS LATER ' s DITCH OR i____--------- ELM
x x x Oaf SLOPES FOR SAFETY P. \ x x iv o 00 V~ 00 o APRON LENGTH T = ro ? < w TO o x x x 0 0 0 0 0 0 0 0 n m cn Oo0 8 00~00~ 0000 0 0 - - "i m w TOE TOE OF SLOPE 7OTES
x x x x ww NATURAL 00 oO~_DO,Op o O~~Oo 4_0g0 o x x x; x x s J O~oO ~y °p doO 0 0 0
D' xxx GROUNDS 'I-1~(_I o z o0 o O ooU 00 00
_ x L~ x ~N N x x x In OFFSET x x x x N TYP. NON-WOVEN 1L
00 FILTER FABRIC [)AM SECTION I MIN. 30" PROVIDE FILTER FABRIC IN KEYWAY TRENCH y = 1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE
r r r TI r r MIN. FOR TOTAL LENGTH OF DAM'S CENTERLINE c7 < TYPE 4Ar I LLE 'B' TYPE V L iL T- 7WE 'E' J~ z p i 3 25 ONE" MAXIMUM ACCESS FOR ALL CONSTRUCTION VEHICLES.
TYP. NON-WOVEN 5' MIN TYP, SIDE ABUTMENT. xo;. °a 2. TURNING RADIUS SUFFICIENT TO ACCOMODATE
z h FILTER FABRIC WEIR LENGTH MIN 5' WIDE TOP OVERFILL SIDE w It = w LARGE TRUCKS SHALL BE PROVIDED. p~ n_RDLt i'
STAPLE PATTERN TYPE SELECTOR , WITH 2:1 SIDE SLOPES ' 6" RICH FOR g° gpq. SPILLWAY f SETTLEMENT NT 300 ryp{,L 3. MAINTAIN ENTRANCE TO PREVENT TRACKING OR
276 LOW FLOW 'x DOUBLE x - N SF DIRECT FLOW OF MUD ONTO STREETS. PERIODIC , H O L L I N G S W O R T H C O. oTF STONE TOPDRESSING WILL BE NECESSARY. ~p44`44p1O•"••.,
250- t 0 3 Oo°p0o 2 NEW CONSTRUCTION 4. FREQUENT CHECKS AND TIMELY MAINTENCE OF p'~,,,N•"C~~K,~'~'
225- B CHANNEL ro 4" OFFSET ROW NATURAL 0 °000 000 N 0 - 100 V MED/HIGH FLOW /~~~~~y ~y /~7~ GROUND _ 000 00° 0 0 0° o °DOo _ COMPACTED FILL THE ENTRANCE(S) SHALL BE PROVIDED. g•~FESSIp19'L9 y: S OU TH P OI N T BUSINESS PARK
0175 C CHANNEL AND 3414Y4.~SLL N2M ''III 0°O ~O aco 0000 o OO - B' MAX HEIGHT <
Z SHORELINE i 000 00 z3 1S0 B C FOR TYPE 'E PATTERN SEE EROSION CONTROL L Oo~O ~o Z 3 35' MIN. 15 MIN. 5. ALL MATERIAL WHICH REACHES THE ROAD SHALL Q < "
125 i o 00 0 0 ~ o0a0o°0 ~ r' - a < \ HIGH FLOW LOCATE AT SEAMS AND GENERAL NOTES. 0 000 0 op _ 2,1 MAX SLOPE FOR SAFETY w 0 100 i D AT 40' MAX. INTERVALS. N o8Q~0 ~op ! ABOVE TRAP DAM w x0 2" TO 3"i BE CLEANED UP IMMEDIATELY. L 155407 EROSION CONTROL DETAILS AND NOTES
75 A CHANNELS OVERLAP ROLLS 40 ON 2. PROVIDE A MINIMUM OF FOUR w~ STONE 6. ALL NOTES APPLY FOR ALL SITE INGRESS AND y~y FIIIEF~•'
p( A 7 B A' E WITH C350 C ~ ENDS AND 2' ON SIDES 12"08" NO TREPASSING WARNING 1:1 MAX - ~~t t EGRESS POINTS UNTIL SITE IS STABILIZED. 4,•~~ GREY ENGINEERING, INC. SHEET
25 B~ SIGNS AROUND ROCK DAM. SLOPE BELOW \ 4' MIN / 0 TRAP DAM DAM BASE ~I r Environmental and Civit Design 0 kk- CONSTRUCTION ENTRANCE - P.o ea o M RAMtB N.C 2?D 19 00
4:1 3;1 2:1 1:1 STAPLE PATTERNS 3. SAFETY REQUIREMENTS. LOCAL R D - A, 14
SLOPE GRADIENT CEN1ERLINE SECTION 5 RocxwM 1~j~T1/y,~ is CONENta DATE: !i Lo L 9eyeng 336)751-2710 751-2,110 DRAM +o''i'~rr ~+iO~s
DESIGN RAWNS1GN BY: BY: G. G. BULLAR BULLARD PROJ. NO.: DATE: D6/08/02
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CONSTRUCTION SEQUENCE GENERAL SITE NOTES:
\ 1. INSTALL PRIMARY CONSTRUCTION ENTRANCE. 1. ALL PAVEMENT DIMENSIONS ARE TO EDGE OF PAVING OR INSIDE FACE OF
\ e ` CURB UNLESS NOTED OTHERWISE. ALL OTHER DIMENSIONS ARE TO FACE / 2. PERFORM MINIMUM CLEARING AND INSTALL SEDIMENT BASIN, OF STRUCTURE OR EDGE OF CONCRETE UNLESS NOTED OTHERWISE.
J e ROCK DAM AND SEDIMENT TRAPS. SEE PROJECT SPECIFICATIONS
FOR SEDIMENT BASIN CONSTRUCTION AND MAINTENANCE. 2. REFER TO OVERALL EXISTING PLAN FOR TOPOGRAPHIC SURVEY, PROPERTY
LINE BOUNDARY METES AND BOUNDS AND OTHER EXISTING CONDITIONS. 3. STRIP AND BURN FOLIAGE FROM AREAS TO BE DISTURBED.
i PROVIDE SILT FENCING AND ROCK CHECK STRUCTURES ON 3. ALL RADIUS DIMENSIONS ARE TO INSIDE FACE OF CURB, EDGE OF WALK
LOCAL AREAS AS DIRECTED BY SITE INSPECTOR IF LOCAL OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. EROSION IS EXCESSIVE.
i 4. ALL DIMENSIONS MARKED AS REFERENCE (REF.) SHALL BE FOR GEOMETRY.
4. EXCAVATE BORROW AND WASTE AREA AND ALLOW MATERIAL TO DISCREPANCIES FROM ACTUAL REFERENCE DIMENSIONS SHOWN SHALL BE
SEDIMENT DRY. BURY ASH AND DEBRIS IN WASTE AREAS #1 AND #3. SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONTINUANCE OF WORK. ALL DIMENSIONS TO BE VERIFIED (MARKED
BASIN / 5. BUILDUP SUB-GRADE AND INSTALL SECONDARY CONSTRUCTION "VER.") SHALL BE SIMILARLY SUBMITTED.
ENTRANCE AT QUALITY DRIVE AND U.S. HWY 601. 5. CONTRACTOR SHALL STAKE OUT ALL PAVING, CURB, AND EXTERIOR
' f k^ srs' sra1 SV t I / 6. GRADE AREA NORTH OF QUALITY DRIVE. (BORROW AREA p2) SLAB LOCATIONS AND CONTACT OWNER'S REPRESENTATIVE FOR FIELD
- - - - INSPECTION AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. - 7. GRADE AND INSTALL DRAINAGE STRUCTURES IN QUALITY
< DRIVE AND ENTERPRISE WAY. 6. SECTION AND DETAIL MARKS SHOWN ON THIS PLAN ARE REPRESENTATIVE
IN NATURE AND SHALL BE TYPICAL FOR ALL SIMILAR LOCATIONS.
- I ~ . 8. GRADE BUILDING SITE SOUTH OF QUALITY DRIVE. 7. ALL INTERSECTIONS OF NEW AND EXISTING PAVING SHALL BE MATCHED,
4a 2' as' u, - 826 r , 9. PLACE AND COMPACT EXCESS MATERIAL ON SITE SOUTH OF PATCHED AND BLENDED TO OBTAIN SMOOTH, FLUSH, WORKMANLIKE
QUALITY DRIVE END SHOWN AS STRUCTURAL FILL AREA. FINISH. ALL SAWCUTS SHALL BE STRAIGHT LINE PERPENDICULAR TO
S[OVE SLOPE 1 4 ' 10. GRADE 'KIDNEY BERMS' AND WALKING TRAIL. PATH OF TRAVEL OR AS SHOWN ON DRAWINGS.
t~ WASTE 1 USE NON-STRUCTURAL FILL MATERIAL IN VISUAL BERMS. 8. ANY DAMAGE TO EXISTING CONDITIONS RESULTING FROM NEW
LAGOON CONSTRUCTION SHALL BE REPAIRED AND RESTORED TO ORIGINAL 11. SEED AND SOW INDIVIDUAL DISTURBED AREAS AS WORK CONDITION WITH LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE.
---c0 ~A ~r ? -r~ w 11 IN THE AREAS ARE COMPLETED.
9. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR IF ----I 12. SEE ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR
v SEE SITE a m u N e F \ ON SHEET 14. SHALL NOTIFY THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING.
10. ALL CONCRETE WALKS, UNLESS NOTED OTHERWISE, SHALL HAVE \ I 1/8" /FT. SLOPE FOR DRAINAGE PERPENDICULAR TO PATH OF TRAVEL.
VERIFY WITH ENGINEER. 1 _
1 N~ _I
4D f
ROCK 11. CONCRETE WALK SHALL HAVE CONTROL JOINTS AT 5'-0" MAXIMUM ON ` ROCK DAM NOTE. CENTER. EXPANSION JOINTS SHALL BE INSTALLED AT 20'-0" MAXIMUM ON CENTER. CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF CONTROL
Q - AND EXPANSION JOINTS. EXCAVATE SEDIMENT STORAGE DOWN TO ELEVATION 794.
#3 tall. EXCAVATED VOLUME IS APPROXIMATELY 7,500 C.F. CLEAN 12. ALL NEW ENTRANCES AND SITE APPURTENANCES ON RIGHT-OF-WAY SHALL
OUT STORAGE AFTER EVERY RAIN EVENT. TOP OF WEIR BE INSTALLED PER THE NCOOT STANDARDS. (PRIMARY SPILLWAY) SHALL BE 10' LONG AND SET AT ~,O
SHALL OB APPROVAL FROM THE TOWN CKSVILLE ELEVATION 798. TOP SIDE ABUTTMENT SHALL BE v a QC. R AN REVISIONS/REQUIRED FROM THAT SHOWN OR DETOAILED SHALL
SO r ELEVATION 800. SEE SHEET 14 FOR FOR ROCK ROCK DAM DETAIL.
Now, BE PROVIDED WITHIN BASE CONTRACT. OBTAIN APPROVAL FOR REVISIONS -
off ANNE 7N FROM THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK
I 14. CLOSE EXISTING WELL IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES STANDARDS. STERILIZE, FILL,
GROUT AND CAP. SUBMIT CLOSURE FORM TO WINSTON-SALEM REGIONAL OFFICE.
-T~ 15. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING AND LANDSCAPING PLANS,
ENTZRF DETAILS AND NOTES. 10/20/97 MICHAEL BRADY, INC. 1(423)584-0999
ARE/ 2 1 \ 16. COMPACT STRUCTURAL FILL LEFT OVER FROM OTHER SITE WORK. FILL IS TO \ - BE USED TO GRADE LOT IN FUTURE. FILL MUST BE CLEAN AND APPROPIATE FOR
! STRUCTURAL USE. COMPACT TO 85% STANDARD PROCTOR IN 6" TO 9" LIFTS OR
\ \ AS DIRECTED BY SITE SUPERVISOR. ROUGHEN, FERTILIZE, SEED AND SOW \ \1! u`,' IMMEDIATELY AFTER CONSTRUCTION.
17. INSURE THAT SPILLWAY OVERFLOW IS CARRIED AWAY FROM DAM FILL MATERIAL -
\ \ I AND REMAINS ON UNDISTURBED EARTH. I
I 18. RESTORE CHANNEL BANK TO ORIGINAL CONFIGURATION WITH FABRIC AND RIPRAP
\ WHEN ROCK DAM AND SEDIMENT BASINS ARE REMOVED. \ \ I
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V / GRADING QUANTITIES v 1 EROSION CONTROL MEA CUT FILL I Topsm Ir MPSOL
N\~ ~1' _ h 11 1 1~ ( ,Q 1 STRUCTURE DATA
(S !ti t 1 I z V y~ i ~s~v QUALITY DR. 10,040 CY 4,650 CY 1,523 CY 4,570 CY \zo~z6 - / STRUC AREA Q10 SEDIMENT STORAGE WEIR BORROW g1 - CY - CY 550 CY 1,650 CY
°4$ m t -I A A 10 NO. acres cfs LENGTH WIDTH DEPTH LENGTH
/ I 30' 1 ) RD'1' 16.7 77.8 100 50 3' 10' BORROW X12 9,400 CY 770 CY 2,720 CY 8,160 CY
I I ARE _ A\~~~ v w~\ A vlo V t ~t w~A~~~ v BORROW #'3 - CY - CY 547 CY 1,641 CY ST'2' 1.6 6.5 60 20 3' 6'
ST'S 2.5 21.7 60 20 4' 12' BLDG. SITE 22,300 CY 25,600 CY 5,150 Cy 15,450 CY
1 ST'4' 3.3 33.3 _ 60 25 4' 14' STRUC. FILL - CY - CY 1,660 CY 4,980 CY
SEDIMENT BASIN: SEE SHEET 3 & 14 SOIL WASTE - CY - CY 210 CY 630 CY
Ito=7.22 in/hr FOR LESS THAN 5 MIN. TOTAL 41,740 CY 31,020 CY - CY - CY
I 1 ~ ~ 84~ r ~ I10=5.73 in/hr FOR 5 TO 10 MIN. RD = ROCK DAM
ST = SEDIMENT TRAP
AREA EQUALS DISTURBED AREA.
o _ ~oyo 1 -
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GRADING QUANITIES NOTES:
1. CUT AND FILL NUMBERS ARE BASED ON GOING FROM ORIGINAL SURFACE
TO PROPOSED BUILDING FLOOR, PAVING AND LANDSCAPED SURFACE.
8 2. TOPSOIL NUMBERS INDICATED THE ADDITIONAL VOLUME THAT MAY BE MOVED.
a- 11 I~ i ~ I ~?Ys
I~
801
ADDED RCCI, DAM SE[ TRAPS CHANGED STRUCTURAL 10!^_1 97
CPS Point- 112' IRS with cap /9 3 FILL AREA
ii U u NC Grid Coordinates ADDED GRADING QUANTITIES NOTE` 10/8/97 1 X
o N A b N= 798,317.06' C 0 o in E = 1,526,648.01
n~ 0 4 ' Elev. - 857.85' MSL N0. REVISION DESCRIPTION DATE
HOLLINGSWORTH CO.
C'OSOUTHPOINT BUSINESS PARK
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SEAL
15407 OVERALL GRADING PLAN
"OENGINE~•~~
0 100 200 200 300 400 - SHEET
GREY ENGINEERING INC.
SCALE: 1"=100' CONTOURS AT 2' °R~,,(,••••• Environmental and Civil Design 3 / Mocksville. WC. 704-634-2110 OF 14
0`JR C ~.TATE CODE. X DRAWN BY. G. BULLARD PROD. NO.. 190.001.GE
DATE. ip- LS -rj FEDERAL CODE. X DESIGN BY. G. BULLARD DATE: 10/01/97
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C'GN~ ?D. FFE FINISH FLOOR ELEVATION MILE11111119mm RR R W PROPERTY LINE 1 TITLE SHEET, VICINITY MAP, LEGENDS & INDEX
ONDRC~ R D D- PERMANENT/BERM OITI NENT/BERM DITCH ROAD RIGHT-OF-WAY
U/G UNDERGROUND i.-M-t m- TEMPORARY DN(E RARY,DIKE (i CREEK/EDGE OF RIVER fi . TOWN. VILLAGE. CITY LIMITS 2 OVERALL EXISTING SITE PLAN
EIP EXIST, IRON PIPE t ? t 4 i S11 4T • CM CONTROL MOMUMENT PE PERMANENT EASEMENT
ET ELECTRICAL TRANSFORMER RR= 21KAG111.111111m OCK DAM (RD) - -CE- CONSTRUCTION EASEMENT 3 OVERALL PROPOSED SITE PLAN DAM (RD) ~r LMNTS OF CONSTRUCTION
aPP POWER POLE - Q L+ OR SEDIMENT TRAP (S )IMENT TRAP (ST) 4 ROAD DESIGN DETAILS & NOTES
CB/ CATCH BASIN y ROCK CHECK DAM (RC CHECK DAM (RC) • • . ' CLEARING LINTS -
I ?j DI/ DROP INLET # PLAN & PROFILE & PROFILE t 11111111ml 1 o1 PHASE LINE
YI/ YARD INLET / ROCK PIPE INLET PRO' PIPE INLET PROTECTION (RPIP) - - " - NO CUT/NO FILL LINE (NC/NF) 5 ENDEAVOR WAY CMVERT WADWALL
CMP CORRUGATED METAL PIPE ROAD CENTERLINE
Q~ DI DUCTILE IRON PIPE ® DROP/YARD INLET RO( YARD INLET ROCK FILTER ROAD EDGE 6 WATER AND SEWER DESIGN DETAILS & NOTES
RCP REINFORCED CONC. PIPE ROCK PIPE OUTLET PR PIPE OUTLET PROTECTION CURB AND GUTTER
HDPE HIGH DENSITY PE CONSTRUCTION ENTRAI PLAN PROFILE ROAD SIGN RUCTION ENTRANCE - - - • - - - - - TORO LINES
SI TE C) PVC POLYVINYL CHLORIDE PIPE INDEX TORO LINES 7 ENTERPRISE WAY STA. 0+00 THRU 11+00
`I -1~- FIRE HYDRANT (HYD) GA --L---L---L.--L-- GUARD RAIL
VV "6 * NEW GATE VALVE 3 Z RFOW DTYPE, RO IRECTIq QW! TYPE' ROWS k ~Rtr--.l.~~ WATER MAIN S ENTERPRISE WAY STA. 11+00 THRU 22+00 FLOW DIRECTION
~J OWV EXIST. WATER VALVE
S 0 WM EXIST. WATER METER CRASS LINED CHANNEL LINED CHANNEL -e--a-o-o-~ DOMESTIC WATER SANITARY SEWER PIPE 9 ENTERPRISE WAY STA. 22+00 THRU 24+00
6 ~ c cUU TPY --BE--- qmk RIPRAP: LINED CHANNE • ®GV EXIST. CAS VALVE P_ LINED CHANNEL
C) LA"L DD MH MANHOLE , - TEMP. SLOPE DRAIN -ry-ti-n- SLOPE DRAIN -•--m-111- FORCE MAIN SEWER 10 ENDEAVOR WAY STA. 0+00 THRU 4+00
_ SS SANITARY SEWER ¦~~/y 1~ ,y~ STORM DRAINAGE CULVERT
SEWER CONNECTION -L= -w-w-uf- -UT-UT-UT- U/G TELEPHONE LINE
v r-.- TOP OF NAG S75 (FIELD DETERMINE) SLOPE STABIUZATION F NAG 575 -c-c-c c-c U/G CABLE PLAN PROFILE SANITARY SEWER STABIUZAnON 11 MH-1 THRU-5
NOOKSVI ~WBA ] WASTE BORROW AREA -~-a-a- -uc-ul-LIE- U/G ELECTRICAL POWER BORROW AREA
TO VvG LINTS -o-c-o-c- -c-c-c-c- NATURAL GAS PIPE
12 MH-5 THRU MH-6 & MH-11 THRU-12
A 13 WASTE/BORROW AREA
CONSTRUCTION SEQUENCE N iENCE NO S: 14 EROSION CONTROL PLAN, DETAILS & NOTES
~ QUALITY SECTION
VICINITY MAP L CONTRACTOR SMALL NOTIFY DEHNR, LAND QUALITY SECTI PRIOR TO BEGINNING LAND DISTURBING ACTIVITY. W-S: CTIVITY. W-S: [phone]
SCALE: 1" _ 112" MILE
2 DURING CLEARING AND GRUBBING INSTALL ALL IEMPORAF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO AN) . ALL TEMPORARY OR PERMANENT S PRIOR TO ANY CONSTRUCTION.
INCLUDING ALL CHANNEL CROSSINGS. NOTE:
3. FOLLOWING COMPLETION OF ANY PHASE OF GRADING OR IF GRADING OR COMPLETION OF 1. BASE BID IS ALL ENTERPRISE WAY
ALL CONSTRUCTION STABILIZE ALL EXPOSED SOIL IMMEDIP ED SOIL IMMEDIATELY.
2. ALTERNATE 'A' IS ALL OF ENTERPRISE WAY
4. ALL UTILITY PIPE STREAM/DITCH/SWALE CROSSINGS SHAL CLASS 'B' RIP-RAP IMMEDIATELY AFTER THE INSTALLATIO ;ROSSINGS SHALL BE LINED WITH AND 200' OF ENDEAVOR WAY. ME INSTALLATION OF PIPE.
5. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED WE EACH RAINFALL. REPAIRS MUST BE MADE IMMEDIATELY. - INSPECTED WEEKLY AND AFTER E IMMEDIATELY. DEWATER AS
NEEDED AND REMOVE SEDIMENT BUILD-UP WHENEVER MC D WHENEVER MORE THAN 3" DEEP.
PIPES AFTER EACH RAINFALL.
6. CLEAN OUT ALL STORMWATER DRAINAGE PIPES AFTER EA LEAVE ALL PIPES IN CLEAN CONDITION.
7. WHEN STABILIZATION IS SUBSTANTIALLY COMPLETE REMOI MEASURES. :OMPLETE REMOVE TEMPORARY
8. AT PROJECT COMPLETION REMOVE SEDIMENT TRAPS AND NT TRAPS AND DIVERSION DIKES PLACE MATTING AS INDICATED - CO.
BY LEVELING AND FILLING IN LOW SPOTS. PLACE MATTIN ON PLAN, PERFORM A FINAL CLEANING AND MAINTENAN AND MAINTENANCE ON CHANNEL
CULVERTS. THEN SOW APPROPIATE GROUND COVER. 1ND COVER. •,a,u~nl,la,'• H O LLI N G S W ORT H •`,,,,N•ESSA"~•°.~~y''.,, SOUTHPOINT BUSINESS PARK
,~pZ~ SEAL .
15407 TITLE SHEET, VICINITY VAP, LEGENDS & INDEX .,q- r
SHEET
GREY ENGINmWNG, INC.
~~~°nHP EnvironmontQ1 and -Civ" Design
P.O. Box 9 Meckarills. N. C. 27028 OF 14
greyengin09mg.cem bRAW BY:. G. BULLARD PRO.L NO. 190.D06.GE -
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15407 OVERALL EXISTING SITE LAYOUT
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greyengineerin9.com DRAM; ft. Q 9ULLARD PROD. NO.: 190.006.GE
OVR-EXST DATE: a (336 751-2110 DESIGN. BY G. BULLARD DATE: 06/De OZ
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ASPHALT EDGE S AND TYPICAL
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* i PIPE SPAN WIDTH HGT ASPHALT CURB FACE BEYOND +25~~-- - #4 BARS+•'
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MIN. APRON GENERAL NOTES: A 8" LONG TAPER THESE LINTS TIP. ' OF SUBGRADE SHALL BE COMPACTED TO 100% IN10 799.7 C813 CB14 15 28' RCP 2.14%
'A' +16"* 'B' + 16"* FLUME 3'-0" NEW 1. SEE STANDARD DRAINAGE STRUCTURE ,p^.. - STANDARD PROCTOR. PROOF ROLL SUBGRADE
TO NCDOT'S AND ENGINEER'S APPROVAL. OUTII JB12 771.0 UTI7 J81$ 42 28' RCP 1.07%
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- d -R- " E ROJE, , 4 3. FRAME AND COVER SHALL BE ' o Z~ U.S FOUNDRY USF #1117-BL W W gW y C814 788.35 785.5 OUT21 C822 15 40' RCP 8.507
V . 9aK. CURB i y j CS22 C823 15 28' RCP 2.217
Z 4.N~M~ 4 pltpNG811ER TA1TD i Mw 161LE7 otox L SMUM CLEAR OPENING - - - - - - - - - - - - - - - - i Z OUT17 JB18 768.7
I #4 AT 18" OC. ` SHALL BE 51114"xS-4" i0 m ° m~ JB18 779.0 772.7 Y119 769.0 98ATE
INLET INLET p 1 GUTTER I #4 AT 12" O.C. ~ OF 91Tp1/CBApE. t. PRECAST BOXES MAYBE USED INSTEAD OF BRICK. Y(1~ 780.3 1' 1
OUTLET 1 99- AX. &3 WaERT., ~~u~[~ U
MIN. 2% SLOPE A Ni - PAVING PLAN - RAt71LJ TYPE " EXP. JT. TYP. 2. USE FORMS TO CONSTRUCT THE BOTTOM SLAB OF THE BOXES. OUT21 7*0 CM 763.0 _ B'. 'F', 'G' GRATE PER NCDOT SM. DWG 840.03
lot 'A' + 16"* 'B' 16" * 3. OUTLET PIPE SHALL BE SET INTO BASE SLAB WITH 6" MINIMUM OF CB22 789.32 7 :0 0023 779.4 'B
CONCRETE BETWEEN PIPE AND GROUND. S' SOLID LID JB TYPE 2
~M 12 i u.4e AR I D INLET STANDARD DRIVEWAY TURNOUT MIT 4. USE CLASS "B" CONCRETE (MINIMUM 2500 PSI) MATH EXPOSED C823 789.32 786.62 'B' I MH LID JB TYPE 1
-X SEC]IQN - 32 BW-05 SECTh]N X - REF. NCDOT RSD 648.03 REV. C t' 811-028 CONCRETE CORNERS CHAMFERED 1 46-028 # C81 3E 802.3 798.5 'S•
5. BRICK SHALL VE SEWER MANHOLE @R" ASTM C 62, GRADE 'MW, * C814E 804.8 801.0 'S' * PROVIDE NEW SOLID TOP FOR EXISTING BOXES.
NTH TYPE 'M' UDRTAR. PROVIDE (WOUT SEAL AROUND ALL PIPES
,E, E" 3'-0" IYP. * * YI-19 SHALL HAVE 4 OPENINGS 7' MADE 6. ALL BRICKWORK SHALL BE BONDED MATH FULL WIDTH HEADERS EVERY AND 12" HIGH MATH 3' WIDE CONCRETE FLUME.
UdE THREE COURSES(8"). INVERT OF OPENING SHALL BE MAXIMUM 787.00. , PROVIDE MANHOLE LID IN TOP.
S MIN. 4 BARS AT 3 MIN. 3" I . 4 BARS AT " MON. GEp~~WAL NO,~A° OGUTTER SLINE 2%% AND TUNDDEAR~S &-FRA , & 00 & 117E 7. ALL MORTAR JOINTS SHALL BE It" t WITH
6" O.C. C 6" O.C C I. SEE STANDARD DRAINAGE STRUCTURE FOR FURTHER _ 1o iv EXPOSED JOINTS CONCAVE TOOLED.
a INFORMATION. - -a'- _I (o Ilk U I I II ,I - START FIRST STEP B" " YARIES #4 BARS 8. WHEN HEIGHT OF WALL IS 8' OR LESS USE 8" THICK WALLS AND
~t4 BARS WHEN OVER 8' USE 12" THICK WALLS 6' BELOW TOP OF WALL.
< 'vt OFF BELOW THE TOP OF WALL. AT 6" O.C. N 1 V I TO C OF CATCH BASIN AT 6" O.C. 9. PROVIDE BAR STEPS FOR SIDE WALLS OVER 3'-6" IN HEIGHT. 8. STEPS SHALL BE POLYETHYLENE PLASTIC COATED STEEL AT 16" O C
(r (3 HANDLES 3. COVER #i FRAME AND GRATE 8" 3'-0o z' 8" 8"
4 m D 4 m I SHALL BE U.S. FOUNDRY #11178L MIN. DIMENSION
• i \ tD PIPE HEIGTH WIDTH = H, W * ST DARD DRAINAGE
o D ,o iv 'E' OR 'F' s OUTLET ST91ICTURES NOTES
_ 15- 2'-6" 2'-2" REF. NCDOT RSD DRN_NTS
n #4 BARS C ,D C t u I 16 2 -10' 2 -2' AROUND FRAME 10 1^~^ t0 24" 3' 4" 2' 2" 'o
6„ 2'
COVER TYPE 1 PLAN COVER TYPE 2 PLAN } 4'-4° I 30" 3'-10" 3'-4" I *'w' + 16- RAD. CURB FACE
SECTION C -C OR D-D ry 36" 4'-4" 3' 10';- 'E' a SEC?ION X-X 42" 4'-s° SECTION Y-Y /6.. 3" RAD. RAD.
N
Y W z. 4'-4"* BRICK JUNCTION BOXES BACK OF 8° 3'-0" 8" 5' 5, Z rYl'
X X N~Et MIN. DIMENSIONS FOR PIPE SIZE CURB ~ ABC ;o TYP I 2'_ I~ S
i a PIPE SPAN WIDTH HGT COVER SIZE i - Y 0 TONE
3 00 OUT~Et D,0 A B H E F 2'-6' CURS & GUTTER
'A' 12" 2'-0" 2'-0" 2'-3" 3'-4' 3'-4" * iv X - X 3 v m - ~5 VUU~S+~ Lo. 18" 2'-4" 2'-4" 2'-9" 3'-8" 3'-8"
I5" 2'-D" 2'-0" 3'-4" 3'-4" io
PLAIN BUTT JOINT PAVEMENT
SEcnON X,x 24" 3'-0" 3'-.0" 3'_3• 4._4° ~4'_4" ; - 12" FOR GRADES 5'-0" - 30" 3'-4" 3'-3'-9" 4'-8" 4'-8" OVER 2% RAD. SURFACE
P) ON Y FOR COVER #2 -1 36" 4'-0" 4'-0° 4'-3" 5-4° 5'-4" 6ii" EXP. PLAN CU AND GU I R
q"x8" EXP. JT,. MATL. 42" 4'-8" 4'-8" 4'-9" C-O" JT. MATL.
TYR. ALL 4 SIDES 48" 5'-0" 5'-0" 5'-3" 6'-4" 6'-4" 00 * TYP.
Y DEPRESSED GUTTER - NORMAL GUTTER LINE 54" 5'-6" 5'-6" 5-9" s 10 6'-10° LINE 10" MAX. LINES bs - pNN~4,
i 60" 6'-0" 6'-0" m 6'--3 " 7 4" 7'-4" NEW CURB & GUTTER ABC STONE HOLLINGSWORTH CO
66° 6'-6" 6,-6" 6._: +0., 7'-10" _ - - w _ - N N' SOUTHPOINT BUSINESS PARK
L GITUDINAL
_ = o GENERAL NOTES: FOR GRADES -T- 731 11-- B 1. SEE STANDARD DRAINAGE STRUCTURE FOR 12° OVER 2% 5'-0" MIN. PLAIN BUTT JOINTS ROAD DESIGN
15407 DETAILS & NOTES
AL-JA (o 2 =1 STANDARD BRICK FURTHER INFORMATION. ELEVATION CURB AND GUTTER
2. START FIRST STEP 8" BELOW TOP OF WALL T-C CURB ac GUTTER '''•ti~ .0% GREY ENGINEERING., INC. SHEET R '
+ JUNCTION BOX 1 B' 3. C.B. FRAME AND HOOD SHALL BE C • REF. NCXQ R&D 846.01 24 846-OID ~~Q nnNp4~,' - - 4 - Environmental gf'~tl Civil Design
+ 16" 12" THRU 66" 0 PIPE U.S. FOUNDRY #5181-6428 HEAVY DUTY STANDARD , RICK GATCH BASIN NOTE: PROVIDE TRANSVERSE P.O. Box 9 Mocksyme, N.C. 27028 OF 14
OUTLET ELEVATION ~ W 32 NCDOT #640.03 TYPE 'B' 12" THRU 54"0 PIPE 32. AEf NCd6t RSQ-EIO.DIA SD W.01A CONSTRUCTION JOINTS AT 15' O.C. MAX. DTLRD-F1 greyenginminq.com DRAM9i 6Y: G. BULLARD PROD. NO.: 190.006.GE
DATE: ` 6 O L (336)751-21,0 DESM. BY: G. BOLLARD DATA 06/08. 02

1
-F Leo[ I
ND 5" RCP THRU
y0 MESA WALL
PE0 NCDOT GUARDRAIL 3' TYP.
S~ CONCRETE
COLLAR ON FILL SLOPES
790.33 790.00 790.33 ).33
2 MIN.
2 MIN. 2 MIN.
PIPE SEE TYP. ROAD S CTION
1
764
CONCRETE FOOTING 46'
44
WALL VIEW - HW1 CONG. CONC.
STONE BEDDING COLLAR
CONC. SEE NOTE COLLAR
COLLAR
STREAM BANK 771.20
STREAM BANK 769.50 STREAM
96"0 CMP - 8 GAUGE 765.5. 767.20 BOTTOM
STREAM BOTTOM 764.60 _ 763
, GASION INLET
I 24'W 07.751 x1.5'D
GABION APRON 11.75'
24'W x29.75'L xL5'D 17 INSTALL CULVERT 16" BELOW EXISTING STREAM INVERT. .75' 6'
137-5'
PROFILE OF CULVERT -
GEOGRID REQUIREMENTS
COMPACT TO 95% 12" WIDE 'v CLEAN SAND SCALE: 112"=1'-0" 12 PFL-CULV GEO STD, PROCTOR MESA WALL BA Y.
SECTION 'B' SECTION 'C' SECTION 'D' SECTION 'E'
i HGT. SECTION 'A' SECTI FT. TYPE LENGTH TYPE 'H TYPE LENGTH TYPE LENGTH TYPE LENGTH TYPE LENGTH
NOTES: CONC. COLLAR 0.67 MESA4 40' MESA4 MESA4 30' MESA3 20' MESA3 10' MESA3 5'
2.13 MESA4 40' MESA4 MESA4 30' MESA3 20' MESA3 10' MESA3 5'
1. PROVIDE 12 THICK COMPACTED 'ABC' STONE BEDDING 3.61 MESA4 40' MESA3 UNDER CORRUGATED METAL PIPE WITH AN ADDITIONAL MESA3 30' MESA3 20' MESA3 10' MESA3 5'
~ I 2 FEET OF 'ABC' STONE ABOVE THE INVERT OF PIPE. 5.08 MESA4 40' MESA3 MESA3 30' MESA3 20' MESA3 10'
PIPE v. 6.56 MESA4 40' MESA3
2. PROVIDE TECHNICAL BACKFILL OF TYPE I, II, III MESA3 30 MESA3 20' MESA3 10'
OR IV COMPACTED TO 95% STANDARD PROCTOR 8-04 MESA4 40' MESA3 MESA3 30' MESA3 20'
IN 9" LIFTS TO 1 FOOT ABOVE TOP OF PIPE. - ` ' - 9.51 ME5A3 30' MESA3 MESA3 20' MESA3 20'
MESA3 20' MESA3 20'
FOOTING TOP 3. PROVIDE 6" THICK COMPACTED STONE UNDER CONCRETE 10.99 MESA3 30' MESA3
ELEV.=PIPE 4' 9' 34' HEADWALL AND WINGWALL. 12.46 MESA3 30' MESA3 MESA3 20'
INVERT+1' GABIONS 3-94 MESAS 20' MESA3 MESA3 20
3'H 1.5'H 3'H 4. PROVIDE FILTER FABRIC BETWEEN COMPACTED SOIL AND ALL GABIONS AND RIPRAP STONE. 15.42 MESA3 20'
24 16.89 MESA3 20'
5. COMPACT ALL BACKFILL TO 95% STANDARD PROCTOR
OUTLET/APRON IN 9" LIFTS TO 1 FOOT BELOW ROADWAY SUBGRADE 18.37 MESA3 20'
* * 12'-16' * 8'-12' * 4'-8' * 1'-4'
END VIEW - H W1 6, COMPACT FINAL 1 FOOT OF ROADWAY SUBGRADE TO 16'-20' 712' * HEIGHT MEASURED FROM URED FROM TOP OF FOOTING
100% STANDARD PROCTOR.
96" CMP
CONC. COLLAR
CIO / \ \1 rr~, I I
b \ 1 I l I I 13'
I l ~ ~Q 1 1 I I I 1 Z
d O_ j I 1 a 1 m I 1 I I I I 96,
~I a w 1. 96" CMP NOTES:
r r I I 1. MIN. #6 BARS AT 12" EW. EF.
~ I I I 7 ! / r 1 O i i SHOP FABRICATE ALL STEEL.
I I - i 1 ~ W t I _ I I d I I I r I
w z p Z O I N-i i i TOP ~~p 2. #4 DIAGONAL BARS AS SHOWN.
I d O E O V) a ) I I i Ivl TOP 3. PROVIDE CHAMFER AT ALL EXPOSED CORNERS.
o m a m 3 a a 1 I I I 13'
I U U' a a I 1 I 1 1 1 X 1 1 U) QI I In ° 4 4000 PSI CONCRETE WITH 3 TO 5%
31 ° 1 1 I a M N1 I I AIR-ENTRAINED.
HOLLINGSWORTH CO. I J -I- L41 -A- L_ 5. INSTALL REINFORCING, PLACE AND • k\ 0 ~
It 1. W I I J J J A j I x CURE CONCRETE PER ACI STANDARDS . J`~,•,~•'FES' S O U TH P O I N T BUSINESS PARK
jv 71, I I ~ ~ ~ I I x x 1 16 x x. x 6. SUBMIT REINFORCING STEEL PLAN
I I 3 3 3 I I I c SEAL FOR ENGINEER'S APPROVAL. ROAD DESIGN 1 96" CMP ~2 96" CMP 15407
~_J ~ ~ / r1 L_ II - ENDEAVOR WAY CULVERT HEADWALL
1 ; _ GR"•p`•; GREY ENGINEERING, INC. SHEETr^
CO~V11L~I_ ' Environmental and Civil Design V COLLAR L P.O. Box 9 Mocksville, N.C. 27028 OF 14
PLAN VIEW - HW1 PLAN VIEW - HW2 ELLY ELEV SIDE SCALE: 1/8"=1'-0" 8 CON-CLAR greyengineering.com DRAWN BY: G. BULLARD PROJ. NO.: 190006.GE DILRD-HD DATE: e G of [phone] DESIGN BY: G. BULLARD DATE: 06{08fD2

COVER FITTING WITH PLASTIC CONCRETE DIMENSIONS
BEFORE PLACING CONCRETE " MIN. 2-M3 BARS
'/yD 8" MIN. BEND MIN DIM FOR PIPE OIA(D)O I RELt ~ _ FIELD BENT
FIRE A Q b DEG DIM 2-4' 6' 8" 1 10' 12" 16" Z JH a o A 6' 6° 8' 10 t2" 1fi" D1 RANT PROVIDE CONCRETE PAD. SEE DETAIL. 400( 4000 PSI a SEWER GENERAL NOTES: WATER GENERAL NOTES:
m ! RECESS C ONCRETE 1" WHEN VALVE CLA. Pi( B 7' E 7 8" 10 12° COVER IS IN ROAD PAVEMENT AREA. CON( CLASS 'B 1. CENTER ONE 20' SECTION OF DUCTILE IRON PIPE AT ALL
m V C 7' 7" 7" 8" 8" 9" in CONCRETE 1. SANITARY SEWER MAIN SHALL BE 8" SDR-35 PVC WITH 36" MINIMUM OF GROUND COVER OR DUCTILE IRON WITH CULVERT PIPE CROSSINGS. MAINTAIN 18" VERTICAL
18" SQ LESS THAN 36" OF GROUND COVER. CLEARANCE BETWEEN WATER AND EXISTING PIPES.
. rv+ly
N SLOPE CONC 2. CENTER ONE 20' SECTION OF DUCTILE IRON PIPE AT ALL 2. SHORING FOR PIPELINES SHALL FOLLOW GUIDELINES FROM AWAY FROM I CULVERT PIPE CROSSINGS. MAINTAIN 18" VERTICAL OSHA SUBPART P EXCAVATIONS AND TRENCHES'. FIELD
ELM lie A 9' 9" 12" 18" 21" 27 1 t.1~Ll LYirS.OS1YJ1 2~2 B B" B 9" By 10. 4' _ j\ /D \ / A i JO VALVE COVER i GROUND CLEARANCE BETWEEN SEWER AND EXISTING PIPES. DETERMINED SOIL CLASSIFICATION TYPE FOR SHORING.
C 8 B ie A 5' 15'20" 25 3C" 40" WD 45' 8 7" 1 6 917" I5" 8" 8" 9" 10" 11" 1 15" MAIN SIZE(?)e6 MJ I 3. CONTRACTOR SHALL NOT EXCEED 80% OF MANUFACTURER'S
_ 3. SET MANHOLE LIDS IN ROAD RIGHT- r TO RECOMMENDATION FOR DEFLECTION IN PIPE SECTION AND o GRADE. GRADE AND RESTORE SHOULDERS DERS TO AT THE JOINTS
TEE AT MAIN LINE A 18t824" 3r36496" MJ ORIGINAL COMPACTED AND GRASSED CONDITIONS.
z CAP OR "GATE / TEE THRUST n 90' B 8" 8" 12" 14"+16 21" I MJ SHOE VALVE BLOCK v 2 43 B RS 4. FOLLOW ALL OSHA GUIDELINES FOR SAFETY. 4 MALL FIT71NGS SHALL ECHANICAL JOINTS AN A~TRANSITION GASKET O AS REQUIRED.
f/ C 9" 9" 10" 11 12" 16" 1 . - 1 CL L
ti TYP. 5. ALL BORROW OR WASTE ACTIVITIES MUST BE IN COMPLIANT WITH THE 1971 MINING ACT AND THE 5. PVC WATER MAIN TO HYDRANTS SHALL HAVE MINIMUM 30"
SERA SECTION B-B C RRESSION MRUST GATE DIVISION OF SOLID WASTE MANAGEMENT. GROUND COVER AT ALL POINTS. PROVIDE (2)45' BENDS
H ORIZONTAL WJLMQ& ELMS AT BENDSiHRBx3 L VALVE RODDED TO MAIN AND VALVE OR USE OFFSET EQUAL TO
6. PERFORM ROCK REMOVAL IN ACCORDANCE WITH ALL GRADELOK BY ASSURED FLOW SALES, INC. 1(800)388-0678 SAFETY REGULATIONS AND COORDINATE BLASTING
CONCRETE DIMENSIONS CONCRETE DIMENSIONS WITH THE OWNER'S REPRESENTATIVE. 6. ROD ALL BRANCH VALVES TO MAIN LINE TEES. .
°q"0 SS THREADED MIN DIM FOR PIPE DIA(D)0 MIN DIM FOR PIPE DIA(D)0 (THRUST 3 CU.FT. MIN. RODS WITH SS NUTS EDGE OF SECTIO SECM 7. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES. 7. WHEN HYDRANT IS LOCATED AT END OF MAIN LINE PROVIDE
DIM 2-4" 6' 8" 10 12" 16" DIM 2-4' 6" 8' T 10" 12" 16° 'BLOCK WASHED STONE (BOTH SIDES) PAVEMENT w,uurAD W-VALPAD 'NC CALL ONE' FOR DUKE POWER, SPRINT TELEPHONE: A MEGA-LUG (RESTRAINING SYSTEM) BETWEEN VALVE AND
A 19" 19" 24" 28" 35" 44" A 6" 6" B' 12 iZ" 16 1'-6"t (AS REQUIRED 2'-0" 3' 1(800)632-4949 MULTIPLE SECTIONS OF PIPE IN ACCORDANCE PATH ENERCYUNITED ELECTRIC CORP.: [phone] MANUFACTURER'S RECOMMENDATIONS.
B 15 15 1B" 21" 25 33" B 8" B" 10, t2" 15" 20" VALVE COVER PIEDMONT NATURAL GAS: [phone] g. PROVIDE THRUST BLOCKS AT ALL BENDS, TEES AND CAPS
C 6• 6" 8° B" 10" 12" C 8' 8" 9" tic 12" 14" ADELPHIA CABLE: (3366)463,005 UNLESS NOTED OTHERWISE. SEE DETAILS FOR SHAPE
COVER FITTING WITH PLASTIC E 6" 10° STANDARD FIRE HYDRANT CONCRETE PAD YADKIN VALLEY TELEPHONE: [phone] AND DIMENSIONS. COVER FITTINGS WITH 4 MIL PLASTIC (336)998-907a
BEFORE PLACING CONCRETE COVER FITTING WITH PLASTIC TOWN OF MOCKSNUX STANDARD TOWN 01 TOMIN OF MOdCSWl1E STANDARD BEFORE PLACING CONCRETE.
BEFORE PLACING CONCRETE 9. CONCRETE FOR THRUST BLOCK RESTRAINT AND SUB-SURFACE
A A a A .p -i- A w ~j~/° Xx,Xx// W6: SUPPORT SHALL BE CLASS B, 4000PSI, 5% AIR ENTRAINED,
0.45 WATER/CEMENT RATIO AND PLACED AT A SLUMP NO GREATER THAN 3".
SEWER NOTES: 10 IN LIEU OF CONCRETE THRUST BLOCKING THE CONTRACTOR
1. NEW SEWER MAIN BEGINS AT EXISTING MANHOLE '1E' MAY USE #981 RESTRAINING SYSTEM AS MANUFACTURED BY SMITH-BLAIR FOR PVC PIPE. SYSTEM MUST BE USED IN
C C D 4 3 MIN. ppLw~~ . o MAIN 2 BESIDE EXISTING PUMP STATION. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR MUST SUBMIT SKETCHES TO ENGINEER 2 SEE ROAD DESIGN DRAWINGS FOR ADDITIONAL DETAILS INDICATING TYPICAL RESTRAINT PLACEMENT AT
MECHANICAL JOINTS AND PUSH ON FITTINGS.
LINE 6' ABC m m 11. PRESSURE TEST, DISINFECT AND FLUSH WATER MAIN IN
ACCORDANCE WITH 'NCOEHNR' REGULATIONS.
M NOTES; 12. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES.
T 1, INSTALL SADDLE AND STOP PRIOR SECTION A-A SEC_n A -A TO DISENFECTING MAIN LINE. 'NC CALL ONE' FOR SPRINT TELEPHONE, DUKE POWER:
1(800)632-4949
CAP THRUST BLOM TEE THRUST BLOC(( 2. BED METER BOX ON 6 OF WASHED A157 STONE. ENERGYUNITED ELECTRIC CORP.: [phone] PIEDMONT NATURAL GAS: [phone]
Tnaezl Tnaex2 ADELPHIA COMMUNICATIONS: [phone]
WATER SERVICE MATERIAL NOTM- RIGHT-OF-WAY YADKIN VALLEY TELEPHONE: [phone]
TAP TO MAW: DRESSER 2' CC THREADS. 1. MANHOLES CAN [phone] MANHOLES CAN BE CORED DRILLED
LESS THAN 18" LESS THAN 18" ABOVE SHELF FOR 6• CLEAN OUT W/ 1
O CORP. STOP: MUELLER H-15013 PAVEMENT SERVICE CONNE WHERE SERVICE CONNECTION. BRASS CAP AND 1 INVERTED SOCKET WATER NOTES:
SERVICE PIPE: 2" TYPE 'K' COPPER. APPLICABLE 2. COMPACT ALL E COMPACT ALL BACKFILL TO 90% 1
STANDARD PRO _ 04 METER: NEPTUNE OR EQUAL NTH BRONZE STANDARD PROCTOR OR BETTER. i 1. WATER MAIN SHALL BE 12" 200 PSI C-900 PVC LOCATED
BODY AWWA C702 2" COMPOUND WATER III=- 1 3' FROM BACK OF CURB.
METER READING IN GALLONS I I I_-6111 _ OS ASTER YOKE: FORD METER 8CN CO. 2. TOP ELEVATION OF WATER MAIN SHALL HAVE 36" MINIMUM
- - =1i GROUND COVER.
DITCH/SWALE - - SC9H 40 WHERE APPLICABLE PVC
PREVENTING, BRA ON TIONFYOKE - STANDARD ~I z ~ i
© METER 80X: STAY-RIGHT TANK CO. 2" TRENCH SUPPORT. 6" SCH 40 PVC SEWER
'OWASA' STYLE PRECAST VAULT WITH \ < CB-SO-5 CAST IRON FRAME AND COVER. R SERVICE ON UNDISTURBED SOIL 6` Y W/ %g•/FT. MIN. SLOPE & BEND -
GRAVITY
2" WATER SERVICE MAIN i 8x6 8x6 'Y PVC FITTING EXTENSION NTTH CAP GEOTECHNIC& NOTES:
MOCKSVILLE STD, W ATR1 OR OR GASKETED SADDLE 1. MECHANICALLY COMPACT ALL STRUCTURAL FILL.
im . JIM TYPE PSM/PSP STRUCTURAL FILL IS ANY FILL MATERIAL TO ADAPTER k 60 BENEATH BUILDING, PAVED AREAS, SIDEWALKS
=IIII I TO 6" 1 EMBEDMENT SOIL MATERIA CLASSIFICA ,DOS 6" BE. map 32 AND SUPPORTING SLOPS. WETTER THAN OPTIMAL MAY BE USED
r- T
CLASS TYPE bE OWTKMI OF SOL MATERUL Ir TRENCH YADTH 12' RENCH rAOn --1111 MW. SAW CUT EXIST. MW. EXIST EXIST. TOWN OF IIOCKSU LE STANDARD 2 FILLIN ZONES NO CLOSER THAT VERTICALFFT
I r Manufactured angular, granular mOteral; Yi to it1 lA5 (G to 40mm) ASPHALT GROUND ALLOW FOR PAVE TO STRUCTURAL FN:4., 111E CONTRACTOR MUST
size, including materials having regional StgnificaNlee such as crushed MENT PAVEMENT SETTLEMENT 5 PROVIDE ON SITE GEgrECHNICAL INSPECTION
stone or rock, broken coral, crushed slog, cindeia or crushed shells. , , SEE FRAME R ASPHALT NOTE 4 kFRAME AND COVER TO FIELD VERFY ALL MATERIAL CONSISTENCY, WATER CONTENT, LOBAfM ANO COMPACTION.
u ull ,r Illl-- GW Well-graded grovels and gravel-sand mixtures, little or no ones. 4 11 _1111 ill
3„ 50% or more retained on No. 4 sieve. More than 95% retained on z RISER RING 3. COMPLY WITH RECOMMENDATIONS OF GEOTECHNICAL AND/ORBRICK REPORT AND/OR SOC TESVING REOUiREMENTS•
No. 200 sieve. Clean. _ - - 2' DIA. COMPACT STRUCTURAL. FILL. Ig 6 TO 9 INCH
II++ GP Poorly graded grovels and gravel-sand mixtures, little or no fines. / m ~ ECCENTRIC TOP LIFTS TO 95% SMOARD PROCTOR WITHIN 5
50% or more retained on No. 4 sieve. More than 95% retained on SHALL BE USED VERTICAL FEET OF STRUCTURES. COMPACT FINAL VERTICAL FOOT OF SUBQRAOE BENEATH
No. 200 sieve. Clean. 2 2 ALL STRUCTURES TO 1009E STANDARD PROCTOR.
SW Well-graded sands and gravelly sands, little or no fines. 4. ALL WASTE ACTIVITIES MUST BE COMPLIANT WITH
More than 50% passes No.4 sieve. More than 95% retained on THE 1971 M"NG ACT AND THE DIVISION OF
No. 200 sieve. Clean. ° DIA. NO TRENCHES DI Oj m SOLID WASTE MMdNT. PROPERLY DISPOSED
SP Poorly graded sands and gravelly sands, little or no fines. i 1 a SHALL REMAIN l w OF DEBRIS WASTE MATERIALS. PREPARE GROUND SURFACE FOR PLANTING THEN SEED, SOW AND MULCH.
More than 50% passes No. 4 sieve. More than 957. retained on OPEN OVERNIGHT. i ll > 1, 1 I I - 4' DIA. No. 200 sieve. Clean. - V DIA. BENCH: SLOPE ON
---1l1i'-- It , MIRAFI 40OX FILTER 2" PER FT. TOWARD 5. SHORING FOR PIPELINES SHALL FOLLOW
GM Silty gravels, gravel- sand- silt mixtures. 50% or more retained on FABRIC AS DIRECTED EDGE, TOP OF EDGE GUIDELINES FROM OSHA SUBPART P EXCAVATIONS
No. 4 sieve. More than 50% retained on No. 200 sieve. INSIDE OUTSIDE f 3' RAD SHALL BE AS HIGH AND TRENCHES`. FIELD DETERM04ED SOIL AS TOP OF PIPE CLASSIFICATION TYPE FOR SHORING.
III*** GC Clayey grovels, gravel-sand-cloy mixtures. 50% or more retained on PAVEMENT AREA PAVEMENT AREA o EDGE
No. 4 sieve. More 50% retained on No. 200 sieve. FIGURE HEIGHT FROM PRECAST
SM Silty sands, sand-silt mixtures. More than 50% passes No.4 sieve. KEYNOTES FOR TRWQJ & DITCH BACK BASE TOP
More than 50% retained on No. 200 sieve. FEDERAL OSHA REGULATIONS FOR TRENCH SHORING AND SLOPING SHALL BE COMPLIED f MU7
au SC Clayey sands, sand-clay mixtures. More than 50% passed No. 4 sieve. WITH, A "COMPETENT PERSON" AS DEFINED BY OSHA SHALL BE ON SITE AT ALL
More than 50% retained on No. 200 sieve. TIMES WHEN ANY WORKER IS IN A TRENCH. /57 WASHED STONE
SEE EMBEDIMENT MATERIAL CLASSIFICATIONS TABLE. ADD WATER TO EACH LAYER MW. COT ML Inorganic Liquid silts, limit very fine 50% or sands, less. rock SOZ or flour, silty more or COMPACTED FOR FOOTING
passes clayey No. fine 200 sieve. AS NEEDED OR DIRECTED FOR COMPACTION AND MECHANICALLY TAMP THOROUGHLY. COMPA( sands. Liqui n c
IV CL Inorganic clays of low to medium plasticity, gravelly clays, sandy V PROVIDE TYPE I, 11 OR III SOIL BACKFILL. COMPACT TO 95% OF STANDARD PROCTOR. GENERAL OTES: TES,_
Clays, silty clays, lean clays. Liquid limit 50% Or less. 50% or DIMENSION 'Y' SHALL BE 12" FOR NON-COMPETENT MATERIAL AND a" FOR COMPETENT SOIL.
more asses No. 200 sieve. 1 PRECAST MANHOLE COMPONENTS S P Q PROVIDE TYPE I, 11, 111 OR IV SOIL BACKFILL COMPACT SOIL IN 6" LAYERS. REOU1RMENTS OF AASHTO M199. COMPONENTS SHALL MEET ASHTO M199.
MH Inorganic silts, micaceous or diatomaceous fine sands or silts, COMPACT TO 95% STANDARD PROCTOR DENSITY BENEATH ALL PAVED AREAS
elastic silts. Liquid limit greater than 50%. 50% Or more passes AND TO 90% STANDARD PROCTOR DENSITY FOR ALL OTHER AREAS. 2. RISERS AND GRADE RINGS SHALL E RINGS SHALL BE ASSEMBLED SO ALL 16" SPACING THE FULL HEIGHT OF
No. 200 sieve. STEPS WILL HAVE A 16" SPACING T (D PROVIDE TYPE I, 11, 111 OR IV SOIL BACKFILL. COMPACT SOIL IN 6" LAYERS. MANHOLE. START FIRST STEP 6" E RRSI STEP 6" BELOW CONCRETE TOP.
CH Inorganic clays of high plasticity, fat clays, Liquid limit greater COMPACT TO 100% STANDARD PROCTOR DENSITY FOR TOP 1 FOOT OF SUBGRADE. SHALL BE FROM U. S. FOUNDRY MFG. HOLLINGSWORTH CO.
than 50%. 50% or passes No. 200 sieve. 3. FRAME AND COVER SHALL BE FROM J`• •o NER win, "SANITARY SEWER" LABEL. at,,<xk ESSSOUTHPOINT BUSINESS PARK
OL Organic silts and organic silty clays of low plasticity. Liquid limit KEYNOTES FOR NEW ASHALT PAVEMENT REPAIR #669-K1. SOLID COVER NTH 'SAN(
TOP COULD BE S1 50% or less. 50% or more posses No. 200 sieve. PAVEMENT REPAIR SHALL BE MADE THE SAME DAY OF OPEN CUT. 4. WHERE MANHOLE COULD BE SUBJECT TO VEHICULAR. t (HALL BE "FLUSH WITH FINISH SURFACE. SEAL WATER AND SEINER DESIGN
PAVEMENT FOR BASE, BINDER AND SURFACE COURSE SHALL BE IN R1111 TRAFFIC THE TOP SHALL BE"FLUSH V OH Organic clays of medium to high plasticity. Liquid limit greater ACCORDANCE WITH NCOOT STANDARD SPECIFICATIONS FOR ROADS STANDAR
than 50%. 50% or more posses No. 200 sieve. AND STRUCTURES SECTION 605, 610, 630, 640 AND 645 5 WHERE NECESSARY GRADE GROUND GRADE GROUND AWAY FROM MANHOLE 15407 DETAILS & NOTES D PREVENT PONOING ON COVER. Iy '
TRENCH RING AND COVER TO PREVENT PON PT Peat, muck and other highly organic soils. NEW BASE SHALL B&6" TYPE 'HS' ASPHALT PAVEMENT AND ~4M'.K'iNcY' .tom SHEET
~ Soils defined as Class 1 materials are not defined in ASTM D2487. NEW BINDER SHALL BE 4" TYPE 'H' ASPHALT PAVEMENT. BACKFILL ,ATARY~` GREY ENGINEERING, G, INC. 6 Environmental and Civil Design
In accordance with ASTM D2487, less than 5% pass No. 200 sieve. 05 NEW SURFACE COURSE SHALL BE 2" 'I-1' ASPHALT PAVEMENT. 32 RNg1R2 P.O. Box 9 woi k"vile, N;C. 27028. OF 14
.~k In accordance with ASTM D2487, less than 12% pass No. 200 sieve. Mc01Yt AID MANHOLE M0.47 840-e7E DTLRD-E2 greyengineer1ri%com DRA* BY: C. BULLARD PROJ. NO.: 190.006.GE DATE: iolltjot- (336)7517Z111? DESIGN BY: G. BULLARDr DATE: 06.108102
Soils with to 12X os No. 200 sieve fall in borderline classification, e.. GP-GC. ~ woeY ro iav

,I
July 15, 2002
CERTIFIED MAIL: 70012510 00014778 6168
Return Receipt Requested
Attn: Mr. Tom Wortham
Senior Project Manager
The Hollingsworth Companies DBA Development Concepts, Inc.
Two Centre Plaza
PO Box 1541
Clinton, TN 37716
SUBJECT: APPROVAL of 401 Water Quality Certification
Endeavor Way Roadway Extension
Southpoint Business Park
DWQ Project # 02 0992
Davie County
Dear Mr. Wortham:
You have our approval, in accordance with the attached conditions (WQC # 3362), to
discharge fill into 138 linear feet of an Unnamed Tributary to Bear Creek, Class C waters,
Yadkin-Pee Dee River Basin, for the purpose of constructing a road crossing for the Southpoint
Business Park. The activity must be conducted as indicated in your application received by the
Division of Water Quality on June 21, 2002.
We have determined that General Water Quality Certification Number 3362 covers this
activity. For this approval to be valid, you must follow the conditions listed in the attached
Certifications. Please pay special attention to Condition Numbers 8, 9, 15 and 16. This
Certification allows you to use Nationwide Permit Number 39 when issued by the US Army
Corps of Engineers.
Please keep in mind that there may be additional Federal, State and Local regulations
applicable to your project, such as the Sedimentation and Pollution Control Act, Non-Discharge
and Water Supply Watershed Regulations, whereby you may be required to obtain permits
and/or approvals prior to beginning your project. In addition, this approval will expire when the
accompanying 404 Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purposes and designs that you described in your
application. If you change your project, you must notify the Division in writing and you may be
required to submit a new application for a new Certification. If the property is sold, the new
owner must be given a copy of the Certifications and approval letter and is thereby responsible
for complying with all conditions.

02 0992
Page 2
If total wetland fill for this project (now or in the future) exceeds one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506(h).
If you do not accept any of the conditions of this Certification, you may ask for an
adjudicatory hearing. You must act within 60 days from the date of receipt of this letter. To
request a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. This Certification and its conditions are final and binding unless you request a
hearing.
This letter completes the review of DWQ Project #02 0992 by the Division of Water
Quality under Section 401 of the Clean Water Act. If you wish to review any of the Water
Quality Regulations mentioned here, you can download a copy through the 401/Wetlands Unit
web site at http://h20.enr.state.nc.us/ncwetlands. If you have any questions, please contact Mrs.
Jennifer Frye at 336-771-4600, ext. 275 or Mrs. Cyndi Karoly at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
Attachments: GC # 3362 (3/18/02), COC
cc: John Grey, Grey Engineering, Inc., 151 Industrial Blvd., PO Box 9, Mocksville, NC 27028 (w/ attachments)
John Thomas, Raleigh Regulatory Field Office, USACE
Wetlands/401 Unit Central Office
Central Files
WSRO
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Jennifer Frye
WQ Supervisor: Steve Malmey
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Endeavor Way Roadway Ext County Davie
Project Number °02 0992 County2
Recvd From APP Region Winston-Salem
Received Date 6/21/02 Recvd By Region 6/27/2002
Project Type roadway extension
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prima Supp. Basin Req. Req.
39 Stream FT-@) N F_ 12-108-18- F -c -r 30>706. F__ 138.00 138.00
?_ QY ON????-?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y * N Recommendation:0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
r ssued'by WSR0 on Jaly 15, 2602
cc: Regional Office
Central Office Page Number 1

Endeavor Way Roadway Extension
Project Description
+/J
rTLA UP
NOS G4Ppt
t?ltli`r'SFCr!rA1
_a
The Hollingsworth Corporation (DBA Development Concepts, Inc.) owns and is developing
Southpoint Industrial Park in Mocksville, NC. The park is located adjacent to U.S. Hwy 601 north
of its intersection with 1-40. Future development of the park requires the extension of Endeavor
Way over an unnamed tributary to Bear Creek in the South Yadkin Drainage basin. See attached
copy from USGS Quad " Mocksville".
The stream channel is be jurisdictional. However, other wetlands are not immediately obvious.
The drainage area above the culvert is approximately 320 acres. The 96" culvert itself is planned
to be 150 feet long with inlet and outlet protection consisting of gabions over fabric. The culvert is
recessed below the channel bed in order to provide for aquatic wildlife. The total impacted length
is approximately 150'. Anti-seepage collars will be installed at each end of the culvert and the
culvert invert will be set 16" below the existing stream invert per the Culvert Profile attached.
Contents of Application Package:
Application
USGS vicinity map
FEMA Flood Map
Construction Drawing Vicinity Map
Plan View from Construction Drawing
Profile of Culvert from Construction Drawings
s
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT (I) : I.1wp X39
PRA-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) ISOTIFICATXON TO THE CORPS OF $NGINBERS
2) APPL%CATION FOR SECTIODT 401 CERTIFYCATION
3) COORDINATION WITH TEE NC DIVISION OF COASTAL ldA2WL=4F.NT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET) - SEVEN
(7) COPIES SHOULD HE SENT TO THEELN.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET).
1. OWNERS NAME: The Nol(Ingswortl%-'orr?panles 'D8A "De?tlopMCnt Co?ceP}s, .l.AG.
2. MAILING ADDRESS: Two Cer're.-i laza
'p.O.aam 1541 SUBDIVISION NAME:
CITY: C""TOW STATE:
TO ZIP CODE: 3111 b
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : SOUTH POl"T 1ZluSIOCSS PAR.14-
188 QUALIT -DklJ WOCKSVILLE NC 2-1028
8?`?' X157- 3(000
3. TELEPHONE NUMBER (HOME): (WORK);
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: TO W RrlA M S R P2o7Ecr MAp4AC vL
-Two C£wm.-PLA-.LA CLIOT0 TO 3-171(0 865-451-3GOO
S. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) :
MOGKSJ ALE
COUNTY : 'PAVIL NEAREST TOWN OR CITY
I
£ N.p E 440 R, W S PECI FIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : _=-940 To r?wy col :JoRTH? L£?T o.a QuAc-?T?
NZ%,JE LEFT 0#3 £w1'rf.R_fL%fiE WA
6. IMPACTED OR NEAREST STREAM/RIVER= WONAMED TRi6urAR To 12!.EAQ CQS.EK.
RIVER BASIN: $ou,TN ADKf#J
7a_ IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HOW). OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS--I OR WS-11)? YES ( ] NO 19-f' IF YES, EXPL3iIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO (rf
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( ] NO i e IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS•PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ] NO (?f IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 115. 83 aCccs
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
S}rtom cksnntl ont
2
f
10a. NUMBER OF ACRES OE WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
EXCAVATION: 0.031
FILLING:
FLOODING: OTHER:
TOTAL ACRES TO BE IMPACTED: 0-031
DRAINAGE:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (xp
RELOCATED, PROVIDE D T57'ANCS 80TH BEFOG AND AFTER RELOCAMR)
150 AFTER: 150 FT
LENGTH BEFORE:
g - fm
WIDTH BEFORE (based on normal high water Contours):
WIDTH AFTER. 9 F7
AVMRAGE DEPTH BEFORE: FT AFTER: 0.5 FT
(2) STREAM CHANNEL IMQACTS W? L RESULT?tOM: (CHECK ALL THAT APPLY)
PLACEMENT OF PIPE IN CHANNEL: ? -
OPEN CHANNEL RELOCATION:
CHANNEL EXCAVATION- ? CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT 15 THL J1GL Vc A+++WATERSHED DRAINING TO THE POND? "yA
WHAT IS THE EXPECTED POND SURFACE AREA? W A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
q? ¢ ek??ear FoR CROSS1#4
SE£. ArrAtHcp £ x? 4 ors
13. PURPOSE OF PROPOSED WORK: QoA?wA ?XT?"?S?OrJ Tn 5£(?tl?
Z.3-oucST2fAL r'?AaK-
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
00 O'TNEit 9 EA30,.y%8&-E AccXSS TO PROPEaTI
15. YOU'ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE.
(USFWS) AND/OR-tj!MONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY Ccb ?;'
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING"ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT--gkY `BE-AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: - (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE-RSQUiP?- NTACT THE STATE HISTORIC_ pRFSERVATI?ON-O.FFICER 1(%Oq
(SHPO) (SEE AGENCYQREc.?FS-.SHEE'T'-)..-REGARDING THE PRESENCE OF HISTORIC - r, //-
PROPERTIES.--l-N-TTE PERMIT AREA'WHICH MAY BE AFFECTED BY THE-PROPOSED
PROJECT. DATE CONTACTED:-
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [] NO • [.K (I F NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO [)
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ )
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING-THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 21603--8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT).ON THE PROPERTY
M -UST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROONDING PROPERTY?
f-x%5'n&3 =tJtkA5rfZ%AL 00 £A-ST SIUL of STRtAN
'PRoPOS£'O ?J usti'R?A?- oa Ljz5r S%DL. of S-mCAM
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
/A IC W L' TbWtJ Df MOGV.541 LG
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUMTIES ONLY) , A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
62
'S/AGE ' SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (289.))
5
INITIAL CULVERT NOTES:
1. PROVIDE TEMPORARY 4' HIGH SANDBAG COFFER DAM
IN EXISTING CHANNEL ONLY AT UPPER END OF NEW
PIPE WHEN NEEDED.
2. PROVIDE TEMPORARY ROCK CHECK DAM STRUCTURE AS
SHOWN ON SHEET 14 EXCEPT MODIFIED TO 4' HEIGHT.
3. ESTABLISH FLOW THRU NEW CULVERT. 96"0 ALUMINIZED
CORRUGATED STEEL PIPE WITH 3x1 CORRUGATIONS
0.168"(8 GAUGE), TYPE "B" COATING. ALL FIELD
CONNECTIONS SHALL BE SLEEVE GASKETS WITH ROD
AND LUGG CONNECTORS. SEE PROFILE AND DETAILS.
-- AC. OF DRAINAGE.
4. PROVIDE WALL FOOTING, PIPE COLLAR. GABIONS AND
MESA BLOCK WITH GOEGRID AT BOTH ENDS OF CULVERT
PIPE. SEE DETAILS.
5. AFTER COMPLETION OF HEADWALLS AND GABION ENDS
REMOVE TEMPORARY COFFER DAM. ADD SILT FENCE
ABOVE HEADWALL ON COMPACTED SLOPE FILL
DIRECTING FLOW TO SEDIMENT TRAPS.
ROAD NOTES:
1. CURB FOR BASE BID ONLY, NO CURB FOR ALTERNATE 'B'.
2. PROVIDE TYPE III BARRICADE AND 2 FT. HIGH
EARTH BERM ACROSS ENTIRE END OF ASPHALT.
MESA WALL RIPRAP
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Endeavor Way
Proposed 96" diameter culvert
55' 4.
titer:, ? ???? ?? ?`• // e? ?1 ,.
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-? • ? ??? ? ;. ! „ f ?. /' ?, ? i j ?. ` 819 • ,
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1 l 1 / ?, ,i 1 - 2,000
e i.
3972 \/: \ \\! IC2 ep < oSew aq
/ Date: Triage Check List
To: ?RRO Steve Mitchell Project Name ?4 ` ?- xK 7c
?FRO Ken Averitte DWO Project Number 0-1 o99z
?WaRO Deborah Sawyer County
OWiRO Joanne Steenhuis
CVVSRO Jennifer Frye
?ARO Mike Parker
FILE
COPY
?MRO
Pete Colwell
-
From: ?hn ?fz'?,?rsfti Telephone (919) 733- s?5

The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
tream length impacted
0 Stream determination
0-VVe-tland determination and distance to blue-line surface waters on USGW topo maps
010'inimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns

LETTER OF TRANSMITTAL
Date: 6/24/02 GREY ENGINEERING, INC
Q 2 0992, 151 Industrial Blvd.
P. O. Box 9
T
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D M
ill
NC 2
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orney sv
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7
2
NCDENR
Division of Environmental Management Telephone [phone]
Fax: [phone]
! 11
Parkview Building, 2321 Crabtree Blvd
Raleigh, NC 27604 Job # 190.00 R
w?ru?
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Re: Southpoint Business Park-Enterprise Way-Phase 2 TMS CTJON ^ y`
WE ARE SENDING YOU: X Attached Under separate cover via
the following items: Copy of letter Shop drawings
Prints X Plans Samples
Change order X Other
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7 Copies of Pre-Construction Application
7 Copies of Plans
1 Check for $200
As requested
For your use
X For approval
For review and comment
Resubmit copies for approval
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If enclosures are not as noted, kindly notify us at once
® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resources
FROM: Ron Linville, Regional Coordinato
Habitat Conservation Program
DATE: July 2, 2002
SUBJECT: Review of 401 Certification Application by Hollingsworth Corporation,
DWQ No. 020992, Unnamed Tributary Bear Creek, Davie County
The applicant is requesting 401 Water Quality Certification from the North Carolina
Division of Water Quality. The NCWRC has reviewed information provided by the
applicant, and field biologists on our staff are familiar with habitat values of the project
area. These comments are provided in accordance with provisions of the Clean Water
Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat.
401, as amended; 16 U.S.C. 661-667d).
Southpoint Industrial Park is being developed in Mocksville. Proposed impacts to
jurisdictional waters include 150 linear feet of 96" culvert with inlet and outlet gabion
protection. Other previous impacts to waters may have occurred in the project area.
Waters in the area are classified as WS-11.
Based on our review of the proposed project we do not believe this project will have
significant impacts on aquatic habitats provided the following conditions are utilized:
1. Culverts 48" or larger should be buried approximately l' into the streambed.
Culverts less than 48 inches in diameter should be buried to a depth equal to or
greater than 20% their size to allow for aquatic life passage. These measurements
must be based on natural thalweg depths.
2. Stormwater management practices should be utilized on site to prevent secondary
impacts to downstream aquatic habitat and water quality. Pre and post runoff
hydrographic conditions should be equal to the extent practicable. If a stormwater
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]

Hollingsworth Corporation 2 July 2, 2002
pond or wetland is required, NCWRC biologists can provide additional planting
recommendations that should minimize thermal impacts to downstream waters.
3. The use of riprap or gabions should not preclude aquatic life movement during
low flow conditions.
4. Wooded 100' undisturbed stream buffers are recommended for jurisdictional
waters. Floodplain impacts should be avoided to the maximum extent possible to
minimize flood issues and reduce secondary environmental impacts.
We are not familiar with funding sources of the project(s) or the road improvements. If
public funds or lands are involved in the industrial park, an Environmental Assessment
pursuant to the State Environmental Policy Act may be appropriate.
Thank you for the opportunity to review and comment on this project. If you have any
questions regarding these comments, please contact me at 336/769-9453.
Cc: Todd Tugwell, USACOE
Melba McGee, SEPA