20071774 Ver 1_Information Letter_20080111

Fwd: R-2323G: Revised Permit Drawings]
Subject: [Fwd: R-2320G: Revised Permit Drawings]
Date: Thu, 10 Jan 2008 15:53:42 -0500 yr~~ ~ a ZOG$
From: "William A. Barrett" <[e-mail]>
Organization: North Carolina Department of Transportation a~r~~t - w,~7~~ c~u~~.~ i~
'l~i.~3~~p 3'FO~~'V.",t~rF? 3F3,~Ak;H
To: Polly Lespinasse <[e-mail]>, ~ ,
Steve Lund - USACE <[e-mail]>
Polly & Steve,
~~v ~ d~'y
See attached email that has responses to the questions posed by Polly in her previous email. I am
forwarding the revised drawings to you both.
Three permit sheets for Site 2:
Permit Drawing Sheet 9 of 18 and 10 of 18 (w/ topo.). Also Sheet 9A of 18 that includes the RockCross
Vane Detail. I had to use 9A, in order to keep the correct chronology of drawings.
Two permit sheets for Site 4:
Permit Drawing Sheet 13 of 18 and 14 of 18 (w/ topo.).
Per response to Item #3 of email, Permit Site 4 has been included to show that no riprap will be in
stream (in Detail).
Three Roadway sheets to correspond with the Rock Cross Vane Detail (Sheet 2-K), with Permit Site 2
(Sheet 11), and with Permit Sheet 4 (Sheet 19).
As I will be in the field tomorrow and want to get these to you, I will just include a copy of this email as
the cover letter for the drawings. I hope that is acceptable.
Please let me know if you have any questions.
Thanks
Bill
William (Bill) A. Barrett
Environmental Supervisor
NCDOT/PDEA
Natural Environment Unit
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]
Subject: RE: R-2320G: Revised Permit Drawings
Date: Thu, 10 Jan 2008 11:59:46 -0500
From: "Herb Turner" <[e-mail]>
To: "'Dan C. Duffield, PE"' <[e-mail]>
CC: "'William A. Barrett"' <[e-mail]>,
"Brian Wiles" <[e-mail]>
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1 nFd 1/10/2008 3:54 PM

Fwd: R-232~G: Revised Permit Drawings]
Dan,
As per your request, we have addressed DWQ's comments from the field meeting held on Monday,
December 17th. I have discussed DWQ's comments with Bill as to his understanding what clarifications
are needed. We have revised the roadway plans and permit drawing sheets: 6A (new sheet for Rock
Cross Vane Detail), 8, and 10 of 14 to address these items. Below, I provide our reply adjacent to
DWQ's comments:
1. Please provide the slope on the new culvert at Permit Site 2. As some of the natural meander of the
stream will be removed and the culvert will increase the velocity of the flow, will some sort of structure
be installed to prevent stream degradation? We discussed installing a cross vane near the end of the
stream to provide some energy dissipation and habitat until the additional road construction occurs. At
Permit. Site 2, tFce proposed culrert slyne is 0. Fil %„ which is shoti~~n vn Perrrait Sheet 13 v f l ~ -Site ~ -
Pc•a lc alvn~ Strarcture. Regcrrdin~; cross vane we have added a ryck~ cross vane 170 ft:from crch-ert
outlet cxnd t~r•ior• tv tie bacl~ to the existin~~ channel. As r'rulicccted cthyve Rvadwav Sheet ~-K hcas been
added tv Permit Sheet crs Sheet 6A of I ~.
2. The plan view on Permit Site 2 depicts riprap near the outlet headwall and an arrow indicates another
SO linear feet with filter fabric along the banks. Please clarify the amount of impacts depicted on the
plan sheet (sheet 11). In addition, the detail box depicts what also appears to be conflicting
information. As discussed w~e have revised rzlara vie~l~> lcrbelin~ and the details fir the inlet arrd outlet
channel to clan ' the proz7ased 1a~oriz:
3. A note should be included that the riprap will be placed on the banks of the stream only (all sheets
where applicable). Specifically, we want to ensure that the outlet at Site 2 does not become a riprap
lined ditch after initial construction. As requested, the irotc "Riprap shall rcpt be placed in stream bed "
hers beery added at Sites 2 and 4.
4. As approximately 200 linear feet of stream impacts at Site 2 are proposed for future road widening
and it is unknown when or if the road will be constructed, DWQ would ask that the banks be graded and
stabilized with some sort of woody vegetation. REU is addressin.~ this iterzz.
5. At Permit Site 2, three 8x8 culverts will be installed. How is DOT proposing to maintain the natural
stream dimension at this location? Will one or more of the boxes be floodflow only? Will benches be
created or sills installed (this item was not discussed on Monday)? ~1s discussed, tlce proposed cxch•ert
has ?-ft hi,~lr sills st~ecified for the outside bcn-rels. The details for th.e inlet and outlet channel have been
2 of 4

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SP A ITCH
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oltan
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DETAIL P
T6E-PAbTECTION
I NOt ro steel
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Natural
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Fitter
Max. d= I.5 Ft, FaSrlo
Mak. w= 3 Ft.
Type of Llner Class 'B' RID-Rap
-L- sTA ns+DG To m+Ba LT.
CL B RIPRAP = 16 TONS
FILTER FABRIC - 134 SY
DETAIL F
BERM 61~H p
INat to Sodel ~
6.0' ~ p
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Type of Llner= Gloss 'B' RID-ROD
-t- STA 117+25 Ri.
10 LF % 27%, DOE = 3 CY
CL 8 RR = 11 IONS
FITTER FABRIC= 30 SY
rs
JAMES RICHARD AUMNAGE
OB p0 PC 442 l(-)
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/JOHN FRANK RUMMAGE & WF.
GLADYS V. RUMMAGE
DB 549 PC 388
BB 266 PC 42
OB 223 PG 74
a

DETAIL N
LATERAL BASE DITCH
I NOt to Sale)
_ Fm
ou D /Ft. Slope
Mln. D= I Ft.
Max. d= I.5 ft.
•Rnen B le f 6.0' B= 2 Ft.
b= 5 Ft.
TYpe of Llner= PSRM
A- 51A 118+20 TO 119+45 RT., DDE _ ]B CY
1- STA 110+00 TO 123+DO LT., DDE = 219 CI
1- STA 114+00 TO 125+00 LT., DDE 60 CY
t
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6= 5 Ft.
Type of Uner- Class '8' plp-pop
1- $A 117+OD TO 118+10 Ri., DDE • 97 CY
CL 8 RB • 67 TONS, FF - 181 SY
1- SfA 11B+25 TO 110+DO LT., pDF - 110 CY
CL B 0.R - 98 TONS, FF = 2A5 SY
-L- STA 123+DO TO 124+p0 lT., DDE • 55 CY
CL B RR • 56 TONS, Ff . 151 SY
P0.01ECi DEFERENCE N0. SNEE7 N0.
QETAIL II D TAI 3 Flo R-2320G 11
FALSE ScUaMP FALSE SUMe-`TLS
1 Not to S let a - I Not to scd r MV SHEET NO.
~OUtelae ecn ourslae Okcn ROADWAY DESIGN HYDRAULICS
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~ 1 0 ~ CI
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s : mtrn stove 4 rrpppeea DHCn
s=alma saps £ Rrppoeee oern
-L- STA 173+30 RT. 1- STA 116+00 Ri,
1- STA 126+00 LT.
s a Ito & ASSOCIATES, P.C.
a Consulting Engineers
5111 eNGa051 NAT, eURE fa4 RAIJ]CN. N.G Ilea]
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^TEMP{'TRARY SURFACE
„DATER IMPACT
.;i' O JOHN (RANK RUMMAGE 6 WF.
I6 GLADYS V. RUMMAGE
DB 549 PG 7BB
OB 266 PC 42
INIfT CHARNEL W/ DB 223 PG 34
-RlPRM BANKS
40 Lf Q Obl%
SEE DEFAIL
f1(L EX15T.CHANNEL f20 LY1 O
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GRADE TD DRAIN 1ATERAL BASF DITCH
SEE DETNL 0 e~
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a EST 60 SY - COIR FIBER MATTING EST 710 SY - COIA FBER MATTING
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D' EST 85 TONS -CLASS IAIPRAP EST 53 TONS -CLASS IRIPRAP
m EST I20 SY -FILTER FABRIC EST ID6 SY -FILTER FABRIC
N
NATURAL NATURAL NATURAL
GROUND L5' THK. GROUND 1.5' THK. GROUND
i CLASS i RIPRAP JI'v CLASS I RIPRAP JI ~ JI v
0 w/ FILTER FABRIC 2 w/ FILTER FABRIC 2 ~ 2
i
I'BENCH w/ B I'BENCH w/ B I'BENCH w/ 8
3:1 SIDE SLOPES pq~ BENCH 3:1 SIDE SLOPES Y4~ BENCH 3:1 SIDE SLOPES P4• BENCH
COIR FIBER WIDTH COIR FIBER WIDTH COiR FIBER WIDTH
a MATTING MATTING MATTING
~ NOTE: RIPRAP SHALL NDT BE PLACED IN STREAM BED. NOTE: RIPRAP SHALL NOT BE PLACED 1N STREAM 6E0.
w/ RIPRM BANKS w/ RTPRAA BANKS w/ VEGETATED BANKS
2 CHANNEL INLET DETAIL CHANNEL OUTLET DETAIL
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//r FwG, JOHN FRANK RUMMAGE & WF.
/ \ '~ GLADYS V. RUMMAGE
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~k~q•\ DB 266 PG 42
r~s OB 22J PG 74 /
~, oe ROCK CROSS VANE \\
^~'~ Peu a OP'FRON CUTIET c~
EST 35 TONS f0.71'ER/HEADER RCCKS \\
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SEE DEraL SHEET 2-K \ ~ ' ! DIVISION OF HIGHWAYS
/ ~ ~ ~ ~ T( /~ ~ ~? mj~ \~ hpo" d~ ~ ~ ~ " STANLY COUNTY
b 1' ~/ fj~ \Y1~ y QQ 1 Q PROJECT:34422.1.1 (R-2320G)
oo ~ US 52 EXT. - AL6EMARLE
FROM US 52,NC 73,NC 2-27 & NC 138
~~= 5 Q Q Q TO SR 1785
SEE SHEET N0. 30 FOR -L- PROFILE " SCALEo I11= 100' HORZ•
SEE SHEET N0. C- THRU C- FOR CULVERT PLANS „~,~ Td)D/r
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73 -L- STA 119+11.64

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HEADER ROCK ,TYP. l~-SET HEADER ROCK BACK
SEE PROFILE FOA A MINIMUM DF 113 WIDTH
113 1J3 113 FLDW ELEYATIDN OF THE FOOTER ROCK
BANKFULL BANKFULL BANKFULL
WIDTH WIDTH WIDTH -
ti >:~;':;:;:;:;::
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ROCK
FOOTER
6 ROCK
KEY IN PANE TO BANK
MINIMUM OF 6' AT AN
ELEYATIDN EQUAL TO
BANKFULL OA SLIGHTLY
LOWER
BACKFILL, TYP-' ~~ ,`" "'
20° TO ~ #57 STONE, TYP. EXCAVATED POOL
7
30° = 2 FOOTER ROCK, TYP,
m OCKS IN VANE ARM SHOULD
NOT 8E GAPPED OR HAVE ANY
EXCAVATED TRENCH SIGNIFICANT SPACES
~ #67 STONE FOR ROCK CROSS VANE FILTER FABRIC, TYP.
~ ~ CONSTRUCTION
~~ C rFILTER FABRIC SECTION A-A
`\J)!~--,~j'"4,~y TIE VANE ARM INTO
;1J `,-~J l~ J~`-~~ BANKFULL ELEVATION
BANKFULL HEADER
POOL EXCAVATED PER RDCKS
DIRECTION OF ENGINEER FLOW
'A 4~ TO 10o SLOPE
BACKFILL,
TYP. FOOTER ED
#57 STONE FILTER FABRIC ROCKS
ROCKS IN PANE ARM SHOULD
PLAN VIEW MINIMUM
BOULDER DIMENSIDNS (FT)
STATION HEIGHT LENGTH WIDTH
120+66
170' AT 2 3 3

NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
SECTION B-B
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
PANE ARM TIES INTO BANKFUII.
2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS.
3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS.
ROCK CROSS VANE DETAIL 4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
NOT TO SCALE
Permit Drawirp
Sheet ~ ot~
PRO1ECf REFERENCE N0. SMfEi N0.
R-2320G 2-K
ROADWAY DESIGN HYDPAULICS
ENGINEER ENGINEE0.
KO & ASSOCIATES, P,C,
Consulting Engineers
ew RIIJCDOk na, Nrtrt wo, Runce.NC nwr
(919119fi066
GLI
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DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT: 34422.1.1 (R-2320G)
US 52 EXT. - ALBEMARLE
FROM US 32,NC 73,NC 24-27 & NC 138
TO SR 1785
'~ olola®ot

FROIECT AEPSENCE N0. I SHEEP N0.
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EXCAVATE ONLY~~I
CHANNEL BANKS ~
DOE = 5 CY
CNANNEI IN1ET DETAIL
NATURAL
GROUND
~ / i
EXCAVATE ONLY CLJ RIPRAP (I' 6' THKI
CHANNEL BANKS FILTER FABRIC
ODE = 15 CY
NOTE: RIPFAP SHALL NOT BE PtACEB IN STREAM BED.
CHANNEL OUTLET DETAIL
P
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SCALE: I"= 100` HORIZ•

12
JAMES CONRAD
TAULL, ET 0.L
DB 361 PG 930

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BEGIN CONSTRUCTION -
1 -Y4- STA 4+01:38
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JIMMYDRAKE
D8 B09 PC 548
TEM ARY SURFACE
WATER PACT -~~ ~-~,
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SEf DETdTM ~^-°
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BURY INJEGtT I Fr
LATERAL BASf D!i
SEE DETNL 0
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~4 - .~ / D = 5!4'285 OB 141 PO 90
/ L = 28152'
~ r = l4s.~q
R = 62D.011'
;; / SUPER = 6.0%
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BEAk
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SEE DE7NL L
I PERMANENT SURFACE
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SEE SNEET N0. 36 FOR -Y4- PROFILE
SEE SNEET NO. C- THRU C- FOR CULVERT PLANS
TEMPORARY SURFACE
WATER IMPACT
RM' SHEEF N0,
ROADWAY DESIf,N IffDAAULICS
ENGNEER ENGINEER
KO & ASSOCIATES, P,C,
Consulting Engineers
9ll 1VR~ON RAY, eURE 100, OAIFIGit N.C 3fW1
l xot to sadel I
Ntr III
crow E ~ p Y/Ft. Slope
Mln. D- I Ft.
Ffl Crio Maz. d= I Ft.
5= 5 Ft.
Type of Liner Class 'B' Rlp-Rap
~Y¢ STA 7+50 TO 9+10 LT.. DDE . 709 CY
CL B RR . 56 TONS, fF - 167 SY
DETAIL 0
LATERAL BASE DITCH
INOt .o s~oM1
roan r rret. saps
B'
INer
FAlrlc Mln. D= I Ff.
Maz. d= LS ft.
b= 5 Ft.
Type of Llner= Class 'B'Rlp-Rap
-Y¢ STA 9+05 TO 12+35 0.i
-T¢ S1A 9+75 TO 12+55 LT
ll ~~A V V ~~ V V
~~~~
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Permit Drawing
Sheet 13 ~ IS
LEGEND
--!•WLB- WETLAND
DENOTES TEMPDRARY
SURFACE WATER IMPACT
UENOTES PERMANENT
SURFACE WATER IMPACT
N~~®~°
DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT:3f~22.1.1 (R-2320G1
US 52 ERT.- ALBEMARLE
FROM US 52, NC 73, NC 2A-27 R NC 138
TO SR 1795
°"° ~ °f S ° 1010 / 08

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ODE = 5 CY
CHANNEL INLET DETAIL
NATURAL
GROUND
\ //
EXCAVATE ONLY CL. I RIPRAP 11' 6' THKI
CHANNEL BANKS FILTER FABRIC
DDE = IS CY
NOTE: RIPRM SHALL NOT AE PIACFD IN STREAK BED.
CHANNEL OUTLET DETAIL
i
a
T
a
M
a
E
a~ 100 0
~ __ _ _
t 50 100
SCALED I"= 100' HOR,IZ.

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EE DE7AIL0 ` ',•~ ''
MATCH LINE -SHEET N0. ]0 -STA. 10+ 0 I ~
PRO1ECi REFERENCE N0. SNEEi N0.
R-2320G !9
RN! SHEET N0.
;OADWAY DESIGN
ENGINEER HYDRAULICS
ENGINEER
~ GLI
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Permit Qtawinp
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LEGEND
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SEE SHEET N0. 36 FOR -Y4- PROFILE
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'/i /~ ' ( F_ Sao
~I1~1~~. ! ~/ ~ ~B
f f !7 ,
! ~, / ~~ I '
,{1 ! // I
~ I ,
~'" ~( /7 (Il t
I:, Ii /,'
i I I ~f
t `~ ~ i yi4- ~4
,~ l / ', I P! Sts i6+07J1
` ~ Y I ' ~~ x'34' 149' (LT) LORENA H. LONDER
' T K ~ v ~1 I I DB 141 PG 90
1 v , D ~ 19' l4' 285'
. ~~ Lm ~2bC752'
y `\~
~~~~
l; a.
j v' ~ ~~ ~~ ~~~~~~~ ~.
' PEG1K' SHW(DER SEAN GU17ER--- -~ ~ ~~
.: ~~VvAAVy~-~A ~~ __..--
I v~ SEf~EFP2 L,. ~ - -
~' \ .
~~. ~~ EfiM~+~l~-~~JRFACE ;
,~~~~6~,gT.£R 1'MPEE~tET s - ,-
~ ~ ` ~ ~~ ~ „~ ~¶~1~/ III( ~7I ~ /y~~'q5 ~/y
\ \~ RY'AYIN~ ~ GLA~4I~RA? _. - ._ ll 11~ ~ b 9 V" ~ 11.J V V
a KO & ASSOCIATES, P.C.
Coosultin$ Engineers
61T @lCWb FAY, RUTI[ I00, LUF]CR. X.G $Tf%
Ifl9165LM66
DETAIL L
LATERAL 'V' O1TCH
I Nat tp Soakl
Grouk d D I' Ft. Slope
Mln. D= I Ft.
Filter MO%. d= I Ft.
ForlO p= 5 Ft.
Type of Liner= CWss 'B' Alp-flap
.Ya STA 7+50 TO 0+10 fT nnF 1n0 n
CL B RR ~ 56 TONS, FF . 167 5Y
DETAIL 0
LATERAL BASE DITCH
INOt to Soalel
_ Fn
row :/ N/FT. Slope
Mar Mln. D= I Ft.
foprlc
Maz. d= 1.9 Ft.
•Fhen a to ~ s.a B- 2 Ft.
b=5ft.
Type of Liner= pass 'B'AID-RaD
-Y4- STA 9+05 TO 12+35 RT
-Y4 5fA 9+35 TO 12+55 lT
DENOTES TEMPORARY
SURFACE WATER IMPACT
DENOTES PERMANENT
SURFACE WATER IMPACT
~T~~®~°
DIVISION OF HIGHWAYS
STANLY COUNTY
PR07ECT:34S22.1.1 (R-2320G)
US 52 ERT.• ALBEMARLE
FROM US 52, NC 75, NC 2-27 & NC 138
TO SR 1785
1d10~08

P
N
FAOJECf REFERENCF NO, SHEET N0.
R-23206 2-K
ROADWAY DESIGN MYDRAWCS
ENGINEER ENGREER
c
m
a
m
m
N
m~
NQ
C~
T~
4~
1/3 1/3 1!3
BANKFULL BANKFULL BANKFULL
WIDTH ~ WIDTH I WIDTH
J
z
m
FLOW
0 ~
- POOL
HEADER
ROCK
FOOTER
d ROCK
KEY IN PANE TO BANK
MINIMUM OF 5' AT AN
ELEVATION EQUAL TO
BANKFULL OR SLIGHTLY
LOWER
J
20° TO ~
30° a
Y
Im
HEADER ROCK ,TYP.
SEE PROFILE FOR SET HEADER RDCK BACK

ELEVATION A MINIMUM OF 1/3 WIDTH
FLOW OF THE FOOTER ROCK
,, ~

~: ;=.:°0
BACKFILL, TYP ED
_
#57 STONE, TYP. ~

2' EXCAVATED PDOL
FOOTER ROCK, TYP.
OCKS IN VANE ARM SHOULD
EXCAVATED TRENCH NOT 8E GAPPED OR HAVE ANY

' STONE
FOA ROCK CROSS PANE SIGNIFICANT SPACES

CONSTRUCTION FILTER FABRIC TYP.
~
FILTE SECTION A-A
R FABRIC

~J
BANKFULL TIE VANE ARM INTO
BANKFULL ELEVATION
HEADER
POOL EXCAVATED PEA ROCKS
DIRECTION OF ENGINEER
FLOW
4~ TO 10~ SLOPE
BACKFILL,
TYP.
#57 STONE - FILTER FABRIC FOOTER Ep
~~ ROCKS
I Z~1
MINIMUM ROCKS IN PANE AAM SHOULD
NOT BE GAPPED OA HAVE ANY
SIGNIFICANT SPACES
SECTION B-B
PLAN VIEW
BOULDER DIMENSIONS (FT)
STATION HEIGHT LENGTH WIDTH
12D+56
170' HT
2
3
3

ROCK CROSS VANE DETAIL
NOT TO SCALE
(NOTES:
I1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
VANE ARM TIES INTO BANKFULL.
2, DO NOT EXCAVATE POOL i00 CLOSE TO FOOTER BOULDERS.
3. CLASS "A" STONE CAN BE USED TO REDUCE VDIDS
BETWEEN HEADERS AND FOOTERS.
4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5. PDOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
a KO & ASSOCIATES, P C f
Consulting Engineers
OL I~iGUOM PAY. B1T15 iW, AN&Gtl.I~LG SIfi01

N
Z
0
DETAI C
SP A ITCH
m cxor to sorrel
Front
1 Dlrm
N o~ q wt5e( Sops
d D
Mln. D= 2 Ft.
~- STA 112+30 TO IU+50 LT.
DETAIL P
1'7E-PROTECTION
INOt to Scab)
w ti\~ Ell '~.
p Slope
xonra
Grpmd _~d
Flker
Max. G f.5 ft. Fmrlo
Naz. w 7 Ft.
Type of Llner: Class 'B' Rip-Rap
-L- STA 116+OD TO 117+00 LT.
DETAIL F
BERM D1T~H ~
I NOt t SoaNl ~
uo• ~~
e.0'
a.D'v.cZ7 D N
Mln. D= I Ft.
-L- STA 110+30 TO 111+DO RT.
DETAIL D
STANDAR6-BASK DITCH
I X01 to Soawl ~'~a~
ro D •rould
FRix Fa6no Mln. D= IFt.
Max. d= LB ft.
Type of Llner- DOSS 'B' RID-ROp
1- STA. 777+75 RT
CL B RIPRAP = 16 TONS 20 D % 27%, DOE = J CY
FILTER FABRIC 130 SY CL 8 R0. = 11 TONS
FILTER FABRIC- 30 SY
t5
JAMES RICHARD RUMMAGE
DB UO PG 442 Ln
2 0R N f` /~
ri + W e4';t O ri ` t4
pl N ~ OF 00 I(1
m' ~ ti m ~ ~a_
0 V] N• W M DJ
+ Nc] 1 N SPfCIk C(!T DITCH m r ~, +50.00
~ m o= i ~ SEE DETNL C +00.00 = ~ rv v l m 190,87 !4250'
'` IOSDO' ~ d ma ~o
~ ! TDx cuss 'a'
h RIP RAP m
y 5 SY F1UER FABRIC ,
I C _ _ ._ ~~ ~ I- _.
~ ~ ~ ~
v GRAD 350
ti
W o" ~ 1.R ,.
~ ~
~ ,
1 N .:~ ~
~ NSf SUMP GRA(1 350
SEE DETNLJ 79CSP
i- ~_ ~ W/ELBONS ~ F
H fi5 TO ~ROTECTlON
~I W/ 1'%R1P RAP .,r
'G BERN ORNN E DETaL P
STD BERM CH ~~ ,I^~ '~~
SEE OET f /p/\ ~y~
P4eP/ \ ~~ 'T l7%1
tic
~~o ~~
~~
DETAIL 0
LATERAL BASE DITCH
(Not t0 Spyel
NO
+ Sbpe
filter
FaErlo Mln. D= I Ft.
•RMn B k (6,0 MOZ. d= L5 Ft.
B= 2 ft.
b= 5 ft.
type Df Llner Owe 'B'Rlp•Aap
-l- SA 177+00 TD 118+20 RT., DDE • 97 CY
CL 8 IB 67 TONS, FF 182 SY
~- STA 118+25 TO 120+DO LT., DDE • 110 CY
CL B R0. • 9B TONS, FF • 265 SY
-L- STA 123+00 TO 121+00 LT., ODE • 55 CY
CL B RR - 56 TONS, Ff - 152 SY
x4325' 232.oa
RI
,~~ INVERT l FT
160.x' ) ''~
!N(ET CHANNEL W/
- RIPRAP BM'KS
40 (f o O6!%
SEE OETNL
fLlL EXlST.CHhNNEI !20 CYl
TO BENCH HEIGM AND
GRADE TO GRAIN LITERAL BAS£ DITCH
SEE DETAIL 0 ~
~ BL-28
PING 142+51.12
7~, -L- Sta.119+08,19
+.10.00 (1.69' LTl

~~ _
FALSE SUMP
Irrot ro scowl _
Outef~e kcn I
•
-..12.0
201
J
-
~p
~
- 0
~-5-
et c
s = Ducn slope rl Prapoeea Dttm
lS CSP W/2 fLB0.95
A00 & LUG CONNECTORS
F
END WW 2
FENCE
END CULVERT
-L- srA us+u.6a
2G7
,,S'BEGlN CULVERT
-L- STA 1lB+7836
\
~ ~ SPRING BOX

- csP F
-~
(AT 2'BASE DITCH
W/ CL 'B'R1P RAP
SEE DETaL 0
LAT 2'BAGE D7Ck
W/PSRN END WW-
SEE DETNL N FfNCE
rZ1VU L.
2' BASE DITCH
5 `'~~ +~5A0 190.00' rOD 00' ]~s~z ~~ e D sEfL DETNL 0 ~
190.00' a 1 'R,Rfw +50.07
B
ry e~m d 4 4R !55.00'
c
m vm ,.
i ? ~ ~ 1 ~,
C e ;
I6 h
JOHN FRANK RUMMAGE & WF. .~~ BAREAN'rETTE RTEATMANWF~ AEB4A °' DnP
CLADYS V. RUMMAGE ~ - - y
DB 561 PG T6
DB 599 PC 78B /~ - ~
DB 227 PG 74 !~ ~'~ ~ ^r V
(/J/ _ _
fV C
C
EST 60 SY - COIR FIBER MATTING EST 310 SY - COIR FIBER MATTING
.; EST 100 CY -ODE EST 770 CY -ODE W x
'; EST BS TONS -CLASS IRIPRAP EST 53 TONS -CLASS IRIPRAP ,^~' P~
EST 120 SY -FILTER FABRIC
a EST 106 SY -FILTER FABRIC o"' em
~ P
NATURAL NATURAL NATURAL m°
v GROUND ~L5'THK. L5'THK. ryw
GROUND GROUND
m /
s CLASS I RIPRAP JI c CLASS IRIPRAP -JI c JI~
w/ FILTER FABRIC p w/ FILTER FABRIC p
N
l 'BENCH w/ B I' BENCH w/ - 8 I' BENCH w/ ,~B
3:1 SIDE SLOPES qq~ BENCH 3:1 SIDE SLOPES 3:1 SIDE SLOPES
24' BENCH 24' BENCH
COIR FIBER WIDTH COIR FIBER WIDTH CDIR FIBER WIDTH
i MATTING MATTING MATTING
a NOTE APRAP SHdIL NOT AE PLACED IN STREAK AEG, NOTE: RIPRAP SNALL NOi BE PLACED IN S7RF-AM BED.
v w/ RIPRAP BANKS / PIPRAP B
DETAIL N
L0.TERAL BASE DITCH
I XOt to soaeJ
_ W
p~ 0 Fr. Slaps
uln. 0= I Fi.
Nax. d= L5 Fi.
•Irnen a le < 6.d B= 2 Ft.
h= 5 Ft.
Type pf Llner= PSRM
k STA 118+20 TO 119+15 RT., DDE - 7B CY
1- STA 120+00 TO 127+00 lT., DDE - 219 CY
-l- STA 121+00 TO 125+00 lT., DDE = 60 CY
~F
I i ~;'~ 1 r;
f .
+00.00 ~
i '~ /
+40.00 ~ _ ~, ~ 0~'0 155D!1 y i i'
l~ +80,00 ~ `" ~.~
I^i~S.OD' r ~ ` +30.00 ~ !,'
0:>Ttt~ ~IIAN'NEL wi ~ r0 a 205IXY
' VEGETATED BANKS P ~F ,\~. < F`'/ ~/ '
'155-IF 0 061% ~ ~ / / ,-
:'SEE DETNL '?
+70.00 ~ `~
'?~ ~ 230A7' +10.00 /C,
+55A0 !95.00
\ 255.(X7 I6
\'~yF JOHN FRANK RUMMAGE d WF. / yi -
CLADYS V. RUMMAGE -
~ OB 549 PG 388 - '_'
~s\ ~B 227 PC 39 -'il ;'
( ~ • / /lp
RLCK CROSS VANE ~~''
e nafRDM anL~T \'~c,~ ; ;
ESI J5 TONS PO17TER/HEADER RLCKS ~~ ); I~;
EST 2f SY FfUER FABRIC i ! ~
EST II TONS •57 STONE \ /
EST 19 Cl DDE \ ,
SEE DETNL SHEET 2-K .
>'
~~ o"
y
0
LEGEND
1- STA 113+JO RT.
1- STA 126+00 LT
JOHN FRANK RUMMAGE & WF.
I6 CLADYS V, RUMMAGE
DB 549 PG 388
DB 266 PC 42
DB 227 PG 3q
TDE IL
FALSE SUMP ' '
I NOt to Scolsl
Outelde Dlicn
Tratflc Flor 4)
r 2.
_ ~ ~ ~ p
~S- etc.
s=oem sops 4 Propoesa Dncn
-L- STA 126+00 Ri.
RAL BASE DITCH ~'~
DEraL N 115DC1'
~~
S' ~~/
N f/
.f C'/ ~a
„/ /;.
~^ ,1 (,.
t
,fir S'i. / a y~~~ t / ~ ~ ~
~' ~_~- ~' ~.~! 7 +fi '11 1,
I /~. -Jr~~i j. (F
Vii/ /~ H .>' / / \ \ M
n .a ~~~PDD,
m u, r`/ / ~ ~ / ~?~~Sa
~ N v f~~' ; -~ / /' M
O~ ~;•• / / ' S ~ ~~ I/~.~ ~' FALSE SUMP
N - y c ~ !~" i', ~ ~ l/ 8a SEE DETNL I
ma g! ~ ~ t lJ~.~~
J / 4aa rB
~, ~ / ~
!~ J ;~ ;~:'% / ' PAUL WAYNE MORRIS k Wf.
Wfg' LATfRAd~, v ,~ SANDRA POPLIN MORRIS
DB 308 PG 63
~~-: SEE D -'~~~'. i
~i ,Wd r~E ~`D{fiH ~P ON~CL0.55 'B'
ul ;., o ~ /} ~7 SY FILTER FABRIC ;OI
-- -~ rr
-~_
- ~;-,
JI 1
~l ,t
;~ /~
-BURP .,
-fN/ERI 1 FT /// / ; r
"ENCc.', ~ ~
~ ' - -" ~- {~ / ( s r~'
,. / , ~ /
OIJTIfT CHANNEL W/ ~ ( "l l„ ...
~~ r RIPRAP BANNS / /,r! (~ ( /
•^_. I 50 !F 0 061% ''l / ~. r .)
GRADE ~t SEf DETNL '/ : ' < ~ ~~
DRAINi ) ~ / / ., t
~/ "~ ,r/ / ~ ! r !;
t ti FILL EXIST. / /l"-' "~ Y I '~
i' CHANNE! 280 Cl, i i 1~ ~
/ ~•'
IlO.IXY
f
~I~\
7 GRAD J50
'v
._ .__ _ ._._- _ 18
F
FALSE SUpP
SEf DETNL 3
PAUL WAYBNE MORRIS 6 WF.
SANDRA POPLIN MORRIS
DB JOB PC 6]
PROIECI REFERENCE N0. SHEET N0.
R-2320G I!
RN! $HEEi N0.
:OADWAY DESIGN
ENGWEER NYDRAWCS
ENGINEFA
a K0 & ASSOCIATES P.C.
Consulgng Engineers
j Opl RROGpOM NAY, BIIftE 100, 0.V}]pH, N.C Tfei
19Dl eepe066
O
C N
ti
r h
ti
Z
ti
~/
c y
h~
N
N
o w ANKS w/ vfcErarEO ea+KS SEE SHEET N0. 30 FOR -L- PROF11~
? ~~ PAVED SHOULDER
cHaNroEL rxLrr oErAlL cHAxNEL ourLEr oErAIL SEE SHEET N0. C- THRU C- FOR CULVERT PLANS
z

PROJECT REFBIENCF N0. ~ SHEET NO.
y
Z
0
C
a,
P
2
L1
L
a
~~
~c ~ '~ BEGIN coNSa,~
0 ~ ~~ ~'~ Y4 STA 4fl
t?
c,
s~
s
•~s.
fo 4e
r
~s pR .~
\ +7500
~~~\
Ir
\ +AO 66
(~ A,Eo
. S06
NATURAL
GAOUND~
/ '
EXCAVATE DNLY~~I
CHANNEL BANKS 2
DDE = 5 CY
CHANNEL INLET DETAIL
NATURAL
GAOUND~
~ / i
EXCAVATE ONLY CL.I RIPAAP 11' 6' THKI
CHANNEL BANKS FILTER FABRIC
DOE = IS CY
NOTE: RIPAAP SHALL NOT BE PLACED IN STREAM BED.
CHANNEL OUTLET DETAIL
/
/

~'~ 4
JIMMY DRAKE
DB 809 PG 548
c
}~~
+4890
6000'
!2
JAMES CDNRAD
TRULL, ET AL
DB 361 PC 930

IN(ET ChDWNEL-~~;~~•~~
SEE DE7A~ \
H~ ~p9
~ ss.
J~~
BUR/ lAVERj 1 fT
+1000
8500'
ION /
be E
bbd^i~
h0
~\
\ ~~
+75.00~~ ~~
ee 20.0(1'
+1~
~(v©~ ~ I
/
~
,~
~ /iX ~~ J'4
A
~
.~
~~ ~
~y
.e`.
',.~ %:. ~
I a; yF SrO F
l l
c
~ ~~ ~ AC
~~~~
S x26~s
h
~ -:.
~
)<
°
'
~ ~ ~
~
/ S
g~j+~
B
"
f
/ c ~
I `' I ~ +50.00
,111
i2 / 85.(A1'
I
,
PlSta 6+0777
I ' ~ ~ ~ = 26'34' 145 f1T1 LOAENA H. LOWDER
DB 141 PG
/ D = 514' 285•
L = 28752' 90
t T = 146.35
R = 620.A7
!~ SUPER = 6.0%
;~ .
J / R.U.= rsa

i
'
I l -Y4- PT Sta.7+9890
+489p
B' 80.00'
I ' GR 1 k BEGIN SNWlDER BERM GUTTER
STA 8+00 LT.
VS LATERAL N' D?CN
I 3 ,~:,~ I SEE DETNC L
4
2,.
~ l I
OUTLET WINGS W/ CLl RIPRAP
'; A! 2 ~ (STR.PAY ITEM)
__ BUR! 1N/ERT I PT

~ OUTLET CHANNEL I.MPRO/EMENTS
~ ~-
Q`.
_ W/ lI TONS CLl RIPRM
~,~'B~Sr'-fIUER FABRIC
WERAL BASF DlTCN <! A. ATf~' •. ,vcc._v~1 wL
SEE DETNL 0 ; O! 2 ~ ~•~~~"~~
~~ ISS 1S CSP
~•~ ~ I w/ 2 EL90.45
75'~ ~~ .2 ~ LATERAL BASE DITCH
~ ~ ~-'. tl SEE DETAIL 0
MATCH '~ -SHEET N0.10 -STA.10+00I ~
R'1! SHEET N0.
ROADWAY DESIGN MYDPAWCS
ENGWEER ENGINEE0.
a NO & ASSOCIATES, P.C.
Consulting Engineers
OCt ImVGUDN NAY, OUFIE 100. LL111lGiG N.C 27(A1
OMO tl]Jeee
DETAIL L
LATERAL 'V' DITCH
1 RAE to sodel
FN
GoinC C D Y Ft. Slope
Min. D= I Ft.
Fllter Naz. t I Fi.
i@rla D= 9 Ft.
Type of Llner [lass 'B' Rlp-Rop
Y4- sra ~+sa To v+lo Lr.. DoE - 109 a
CL B RR . 5A TONS, fF ~ 167 SY
DETAIL 0
LATERAL BASE DITCH
I NOt to yodel
Fu
row r 0 riFr. sops
Iker
Ftbrla Nln. D= I Ft.
Mpx. d= L5 ft.
b= 5 f t.
Type of Llner= Class 'B'RID-Rpp
-YL STA 9+03 TO 11+35 RT
-Y4 STa 9+35 TO 11+53 lT
tio~`
S
J

LEGEND
j ~ PAVED SHOULDER
SEE SHEET N0. 36 FOR -Y4- PROFILE
SEE SHEET N0. C- THRU C- FOR CULVERT PLANS

N
S
z
P
DETAIL C
sPECfdi'-CI~"bITCH
p, INpr ro spDl.t
Front
k eY vop
Nan.tl ~ D a w ~
MIn. D= 2 Ft.
1- STA 112+50 TO ltd+50 LT.
c
m
m
E
DETAIL N DETAIL 0 ~L1L ~ DETAIL 3 ~~_
LATERAL BASE DITCH LATERAL BASE DITCH FALSE SUMP -' ' FALSE SUMP Flo
IHOt fo Spobl (NOi to 5odet INOt to Scalsl "~ _ INpt to Scmel {
_ FB its o~rctae ItDn outctoe olio,
D Y/it. Slope row y D P/Fr. SbDe r fl ILpL Traffic Flov
W ~.y 20:1 -1 I_ 2'I-
MIn.D=IFt. F~°jp MIn. D=Ift. --- a _ --
Max. d= L5 Ft. Max. d= LS Ft , 5- etp ~ - a
•11Mn B Ic < co• B= 2 Ft, .mron B to < B.a B= 2 Ft. ~ s "-
o= s F+. Propocm plan a+c.
b= 5 Ft. s : amn slob. i s:mirn slop. f PrDVOCed atrn
Type of Liner= PSRM Type of Liner- Class 'B' Rlp-Rap -4 STA 113+30 RT.
-L- STA 126+00 Rl.
-Ir STA 118+20 TO 119+15 RT.. ODE ° 7B Cl' -L- SFA 117+00 TD nu,on RT.. DDE = 97 CY -l- STA 126+00 LT.
I t A ~~ ~ v ~ \ V ~ ~ r` I , . CI<ADYS yrat}~MACE<e,~~~~~\ 1 i ,~ ~ or _~\ _
~~TA~ ,'~ ~ ~ ~ \~~ ~ ~~ ~ ~., ~ ~ - ADD s49~FG`598~Av~\;~ ~ ,~~_ --< ti vv y /~l ~`: ~ r
', , ~~1 ~ s$ ' /- _r- ~ DR~c6,PC~a2\ , ~ ~~ ~ ~ Y r ~' ~~ 9 ~~\ ~ ~/, DENOTES PERMANENT
I ~ 1 ~ ~ ~ i Tzl ' ~v-% ~, ~ Ds-221 PO~.la V A :\~ . ~ ~\ ~ 1 1 ,- v~ / y~ -`;'~ ~ SURFACE WATER IMPACT
- ei/ ~ RDCk Cf205S V,pxE e - .
CL. B RIPRAP = 46 TONS 20 LF % 27%,DDE = 3 CY / t, ~ ~ , / ~ ' 'I~A~ER ~1~1'ryV l! ! I -`- ~ ~ - ~ ~ ~ ~ I I >~ ' ~ ,
FILTnI FABRIC ° 130 SY CL B R0. = 11 TONS - ~ 1 _ 1:., ~ ~~ ~~ / ~S i - I , (JOHN FRA~1K RUMMAGE ~/WF. % ` ~ A.~~ ~ ~ P t t j / i
FlLTER FABRIC- 30 SY ~ ~ ~ t ~ l ~ I~ ~ GLADTS 4. AUMMAGH ~ ~ 1 `~C 1 a ~ / ~1 ~' GLI
\ - J : v ~. ~ -<i~= ~ ~ v~, ; ' r ~! ~ '. D6349,PC 5B8 ~ ~ ~-,~ 1 ~' 1 t t / ~: " +~ t t / 7 t 1~.
-- ~ / ~-~ ~ ~ I, ~ A ~ \ ~ / - ~ T ,,.-, . 1 ~ ~ \ { 1 1, ~ ;i t, 1 ~ w; k J `~ 1, ~ ,
~ ~ _ -^Ha>'Ai. A A. . - ~ - I i JNIEf! C1yANN~C W/ a 1 OB 223 PG~39 ~ tom, ~ : ~ 1 ~~ ~ : I ' ~f Y ..
~~ '_ _. -, , ~ ~' ~~J-' ~ ~ V\ ~ >, { // :: ~V ~ '~- .-. - / ,... RIP, RAP B.wKS ~ r ~'i 1 ;, ~ - / ~~ - -1~~ ~ Y,~j~-. r~ ( 1~ v ~t 1 ^~ ~. Il! t I; ~~ ~~
'~ vJAMES RICHARD-RDMMAGE_ ~, A ~ \ ,~~ tl, '^ -/ A KDI LF q 061k , t,
~, ~ ' ~ t ~ ~ _- I
/ \ ~ (>
_ -~ ~~ - ~ .~eaa Ps aaz~ ~ ' . A~ ; , \ Drrr ~ // ~ '~ ~sEE bcYArL ., - ~ / ~ v ,, /'~ I ~ fK`. .~ (, I ' , I ~,, ~~ ro
_ _ _ , ~ I t ~~'.. ....E ~~. ~ '~ ~ ~ ~~ 1 p
F - -- ~~ V -- ---A ~ ., . ~~` ~ ~ t ~ { ~ ~ ~ ~~ ~ \~`` Ah~ 1, f20 CYI~' ~ ~ ~F / ~~ ~~ k ~ .j / I ~ I I I I ~^; ~ ~!0°.~
py _~ '. ~- \ ~ ~ l I \ q - = `f1f1:EXl,~TCH NE1 ~ (V ~ ~~\, ,.~~ ~ J.~. ~~~\\s.
_ \ ~_ _ ~" I, rs ~ K I i, `\ \~1 ~~T.; \ 4:~1 \; ~ 'TOTBENCfT H~IGIff ANP T F ~ I\ ^\ _, ~'~ \\ ~ T" J I~ ~1~/ , ^~~ 1 ~i ~( ,1 J. ~I I i I \~\
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JOHN FI~MJKvRUMMAGE\&.`W ~~~: .~',~ ,.7'I
EST 60 SY - COIR FIBER MATTING EST 310 SY COIR~FIBER`MATTINC
EST 100 CY -DDE EST 770 CY -DDE
EST BS TONS - CLA55 IRIPRAP EST 5J TONS -CLASS IRIPRAP
EST 120 SY -FILTER FABRIC E57 ID6 SY -FILTER FABRIC
NATURAL NATURAL NATURAL
GROUND LE' THK. GROUND L5' THK. GRDUND
CLASS I RIPRAP JI Q CLASS I RIPRAP JI ~ JI v
w/ FILTER FABRIC ~ w/ FILTER FABRIC 2 ~-- 2
I' BENCH w/ R I' BENCH w/ -~ 8 I' BENCH w/ ~- A
3:1 SIDE SLOPES pq~ BENCH 3:1 SIDE SLOPES Zq~gENCH 3:1 SIDE SLOPES Zq~ BENCH
LOIR FIBER W]DTH COIA FIBER WIDTH COIR F18ER WIDTH
MATTING MATTING MATTING
NOTE RIPRAP SHALL NOT 0E PLACED IN STREAK BED. NOTE: RIPRAP SHALL NOT BE PLACED IN STREAM BED.
w/ RIPRAP BANKS w/ RiPRN' BANKS w/ VEGETATED BANKS
CHANNEL INLET DETAIL CHANNEL CUTLET DETAIL
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-l- SFA 121+OD TO 125+DO LL, DDE ° 60 CY -L- STA 118+25 TD 120+00 LT., DDE 110 CY
CL B RR ° 9B TONS, ff 265 SY
-L- S1A 123+00 TD 124+00 lT., DDE ° 55 CY i~
CL B RR - Sd TONS, FF ° 152 5Y "~
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SEE SHEET NO. C- THRU C- FOR CULVERT PLANS
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ROADWAY DESIGN NYDAAUUCS
ENGINEER ENGINEER
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DIVISION OF HIGHWAYS
STANLY COUNTY
PR07ECT:3~A22.1.1 (R~2320G)
US 52 EXT.- ALBEMARLE
FROM US 52,NC 73, NC 24.27 & NC 138
TO SR 1785
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