20210452 Ver 1_R2577A_Permit Drawings_20210308_20210309

CD/�, S T q T�7V OF NORTH C q ¶ O�( Ir}�Y p STATE STATE PROJECT REFERENCE NO. No. s E,s��
STATE d/�1\1 1I'L 1��1-Q,. \\�V�NORTH 1IiF-y1IILL IrVJ d[�1\1 IIII SI d11 \\�V� d/�1\1
�s: , I,wf,,,,,,,,,,,r� r��� ►� N.C. R-2577A 1
© �,�� DIVISION OF HIGHWAYS STATE PRW.NO ..wrRW Na DESCRIPTION
b „� - ,���,�� 37405.1.2 WA PE
37405.2.4 N/A RAIN
IT s��� IN
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� �� 37405.3.1 WA CONST.
���,�4 la 1 :_' FOR S YTH COUNTY
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$r7 , i I LOCATION: US 158 (REIDSVILLE RD.) FROM NORTH OF w
I ' � US 421/I--40 BUS. TO SR 1965 BELEWS CREEK RD.:4 Pa I 4" 414iL, �;/- '���-' ( ) i�i� •��lf4.,
A44, '1}1!��;,y TYPE OF WORK: GRADING, PAVING, WIDENING,DRAINAGE, w���� '�����( '
E.....1 ''''-'1,t• ,,,,v, �i ``` �... CULVERTS SIGNING, STRUCTURES,RETAINING WALL, ��
V
V .,_ ,� t lir
f • �. L 1 SIGNALS, UTILITIES
s'P 4CIallA . PERMIT DRAWING
....7.
�� � ��i� �t .agiskKsag3'�c��_� STREAM AND SHEET 1 OF 23
VICINITY MAP (NTS) Po
WETLAND IMPACTS
See Sheet 1-A For Index of Sheets END TIP PROJECT R-2577A
111111111 See Sheet 1-B For Conventional Symbols
-X-OVER1- PT STA. 306 + 41 .51
BEGIN TIP PROJECT R-2577A END CONSTRUCTION BEGIN CONSTRUCTION
-L-STA.150+25.00 -L-STA.172+57.48
TIE TO ADJACENT PROJECT TIE TO ADJACENT PROJECT
'"`�+ -L- POT STA. 0 + 00.00 U-2579B U-2579B
VIIILOWERY
MILL CREEK
-Y14- END GRADE -L-STA.202+25.00 = END GRADE -L2-STA.242+09.26 =
SITE 1- FRANKLIN FARM RD. BEGIN GRADE -L2-STA.202+25.00 BEGIN GRADE -L-STA.242+08.28
-SITE 5
•, • -Y5-•
_ ?
-YIA-,� - OLD CREEK RDTRANQUIL AVE. OLD BELEWS S E J KNOLL RIDGE DR. d' -Y17A- ,I-Y15- FUTURE U-5824 SITE 7
CREEK RD. , SWAIN LN. I.
ILD GREENSBORO RD. D1 Y17 Y20-
-Y1C- -Y2- -V11- DRIVEWAY _ _
HARVEST DR. ICHURCHILL RD. 41 - \'SERENE ST. / DARROW R/ NC 66 -Y24
-Y1E- it / • • _ ILD HOLLOW RD. BELEWS CREEK D.
A /vi 11 13 1' ! 6 I. 18 c� PA
IOW.
' 1 .1 3 h- _ i a _ _ �-�7 I _ A _ IF ,Il _ � M�� �4 L US E� �,� 28
I 1ry1� ,. s�`` • IDS LL R0 1.1 • &alliWi!_j' o.. } •• '�~^~ _ 1��N REIDSVIIL RI - i� i /�-��
�' 1 4� IISL ',© RICKARD DR. ANGEL DR. STANLEY-Y10- WILLIAM\• �0� �• OLD BELEWS Y18- -Y22- ' TO
B1'15 • Y13 W A LKERTOWN WALKERTOWN >•-
TO _ -Y3- , STOKESDALE
ch OLD GREENSBORO RD. GROVER ST. HER PARK RD. Y CREEK RD. CO MONS CIE. LANDING DR. y23
GAITHER RD. -1'8- TUCKER RD. -
I HILDA-YIST. _Y7_ STANELY AVE. -SITE 2.-;. ,'�'. ,,,' (W ,',"U-2579B WALKERTOWN PEARL VIEW DR. o
STOKESDALE AVE. ___ _ 1, . I�S4.0 UNDEEM R
CONS
1 G] IBELTWAY) VANCE RD.
L
• __ �,�� ilr/- _ s COMMONS DR. -Y23-
• -Y19A-
• END CONSTRUCTION
ifIkO N Oli,A t L-�Sta. 9iikr ID 4 64 END BRIDGE -GE "." SITE 6 SHOPPING
SG BEGIN
STA300
3 RU0.0 ON
fl{ -L- Sta.140+74:64 -%OVER1-STA.300+50 (29.501T)
_, • SITE 4 -
c . . . .
V
CO
C
E
_ C NOTES: 4.1
Lo
1.A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF WINSTON—SALEM AND WALKERTOWN. �" DocuMENrNorcoNSIDEREDFINAL
o 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. UNLESS ALL SIGNATURES COMPLETED
3.THIS PROJECT HAS PARTIAL CONTROL OF ACCESS WITH FULL CONTROL OF ACCESS AT POINTS AS SHOWN ON PLANS. * PROPOSED TRAFFIC SIGNAL
47 PLANS PREPARED BY:
HYDRAULICS ENGINEER
E V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 8601 SIX FORKS ROAD.FORUMNI,SUITE]00
(, AADT 2017=23,600 �� RALEIGH,CO IC CAROLINA 17615-3960
NC LICENSE NO.F-0112
1-888-521-4455 OR 919-878-9560
50 25 0 50 100 ADT 2040=35,000 �oWr
E V=50 MPH LENGTH ROADWAY TIP PROJECT R-2577A 5.364 miles FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ��o� H e�
I ' " ° 2018 STANDARD SPECIFICATIONS 0.! �O
I.
1- PLANS K =8/° LENGTH STRUCTURE TIP PROJECT R-2577A 0.032 miles Scott D. Blevins, PE S
= D=60°/D RIGHT OF WAY DATE: PROJECTttD. ENGINEER P.E. 0 I►
SIGNATURE: M
50 25 0 50 100 T=14% * TOTAL LENGTH OF PROJECT R-2577A 5.396 miles February 26,2021 s c
5 `'L"I * TTST=8% DUAL=6%It LETTING DATE: ROADWAY DESIGN a�
o PROFILE (HORIZONTAL) John R.G. Olinger, PE ENGINEER a
FUNC CLASS=ARTERIAL June 20,2023 PROJECT DESIGN ENGINEER ap o qo4'
Cam;' O 10 5 0 10 20 STATEWIDE TIER rew�8
NTT C , `� NCDOT CONTACT: Connie James, PE
ao a) �/ PROFILE (VERTICAL) DIVISION 9 P.E.
J A /\ SIGNATURE: A

PROJECT REFERENCE NO, i1-EFT -IC.
_ R-2577A 2D-1
. FEW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DETAIL A DETAIL B DETAIL C DETAIL D RETAIL E
LATERAL'V'DITCH LATERAL BASE DITCH LATERAL BASE DITCH
I veer.5w1.1 I N•'r•knl•I I+ei w xe1.l LATERAL•V'DITCH BERM D17C71z
6 {Nwr=kdH I Nato Stahl
LI
•
rc '1 1•q FI• w• 0 1'R'• 3be, mr D •Li Slues ern 1'fi AoR• .• WI.
Q w Min.D=1 Fr, B .�
PPP
Mon.D-1 R. •� B=4 H. r,[arezne Min.D=1.0 FL Mln.D-1.0 R. ��,
6-S R. b-S Fr. Ma..d.1.5 Ft. 6- 6 R. 1F
'When 4. 6.' 6= 4 R. Min.O-1 Ft.
-L-ETA.1+00 TO STA.1+97 RT -L-STA 2+00 TO STA.3+00 LT 5 R. �-STA,287+00 TO STA 290.-20 LT
-L-STA-6+50 TO STA.8+00 LT Co.Tr1w 411i...- CL B Rip-Rep
-L-STA 11+19 TO STA-11+44 LT -L-STA.35+00 TO STA.35+B0 RT,M=4 DOCUMENT NOT CONSIDERED FINAL
-L-STA 12+00 TO TTA.16+00 LT -L-STA.129+50 TO STA.131+75 LIT -L-STA.98+00 TO STA.99+71 RT -L-SPA.29+75 TO STA.32•BE RI UNLESS ALL SIGNATURES COMPLETED
-L-STA_16+50 TO STA.20+50 RT -Y9-STA-I3+SO TO STA.14+50 LT -4,-STA 100+50 TO STA.100+92 RT -L-STA.$8+50 TO STA 41+00 AT
-L-STA.22+00 70 STA.23+24 RT -911-STA 12+17 TO STA.13+00 LT -L-STA 101+62 TO STA_102+3 LT -L-STA.83+00 TO STA.87+28 LT
-L-STA.25+00 TO STA.27+50 Al -Y11-STA.14+00 TO STA 14+40 LT -L-STA,106+50 TO STA.108+50 LT 1-STA.94+50 TO STA.96+50 LT
STA.113+02 TO 5TA.113+50 RT -Y3-STA.10+91 TO STA.L1+20 RT
-L-STA.45+50 TO STA 38+DD RT DETAIL " PERMIT D RAW I N G
L
-L-STA 41+00 TO STA,4;+50 RT -L-STA.140+51 TO 5TA.142+DO RT -L-STA.102+50 TO STA 106+00 LT
-L-STA 47+50 TO STA 51+50 RT -99-STA.91+50 TO STA-15+297+ Li SPECIAL CUT DiiCH -L-STA.132+50 TO STA_135+78 LT
-L-STA 59+79 TO STA 60+50 RT -L-STA.297+50 TO STA.297+07 CT,D=1.5, -1.5 CL I OP-RAP :hares 5mlel L-STA.132+50 TO STA_135+70 LT
- -L-STA.62+79 TO STA.66+50 Al �-STA.297+50 TO SPA.298+07 LT,M D-i.5,B-3 Front -L-STA,174+50 TO STA 182+00 LT
-L-STA.67+80 TO STA.64.12 RT rod
Sl.A. -L-STA.193.19 TO STA 195+69 LT 5 H E ET 2 0 F 2 3
-YLA-STA.15+41.54 TO STA.15+95.66 LT -L2-STA.235+40 TO STA.236+00 RT
-96-STA.TO+62 TO STA.11+35 RT u°`� D -Y15-STA.12+50 TO STA.15+00 LT
-YE-STA_10+67 TO STA.11+50 LT Min D=10 R -Y5-STA.16+50 TO STA 22+50 Al
-L-STA 7B+00 TO STA.82+49 RT -x-DER1-STA.302+46.78 TO STA.305+62.57 RT
-L-STA 82+00 TO STA.83+00 LT
-L-STA 88+50 TO STA.89+90 RT -T 16-STA.17,5 TOI 51 18+0 L1
-L-STA-88+00 TO STA-90+CO LT -116-SPA.17+50 STA 18+00 LT
-L-STA 103+OD TO STA.105+00 RT r� -YIC-STA.17+50 TO STA.11+00 LT
-L-STA_109+50 TO STA.112+00 RT PETAL F DETAIL G -YIC-STA.10+00 TO STA.11+CO RT DETAIL I DETAIL 7,
-L-STA 113+50 TO STA.128+50 RT BERM DITCH LATERAL'V'DITCH -Y1C-STA.10+p0 TO STA.11+00 RT SPECIAL BACK OF CURB CUT DITCH BERM DITCH
-L-STA.116+22 TO STA.129+00 LT Net re SreLl rNe1.s.e141 -Y10-STA.12+00 TO STA.12+;p LT !NOT TO sCALr1 Norm xenp
-YI9-STA.TO+85 TO STA.L1+50 RT • -Y1D-STA 12+00 TO STA.13+77 RT
-92-STA.12 4-00 TO STA_12+50 RT
-L-STA-175+46 TO STA.179+00 LT .....'4 'E `g
-L.STA_182+11 TO STA_184+00 LT G _ fill
-Y3-STA.It+50 TO STA.13+00 LT „G
-L-STA 185+20 TO SPA.185+50 RT 1 ''"'""° • .h'' sage -V3-STA.11+50 TO STA.13+00 RT •
-
-L-STA.186+50 TO STA.192+52 RT d -Y25-STA.12+50 TO STA.13+O0 LT ti?.7 `
-L-STA.145+69 TO STA.198+50 LT -Y25-STA.12+50 TO STA.13+00 RT • ~
-L-STA-195+69 TO STA.198200+07RT �'"•"'r -Y11-STA.11+50 TO STA.12.00 LT
-L-STA 242+22 TO STA-245+50 LT M,_0-I FI, -Yll-STA 11+50 TO STA,12+00 RT
1a.0'�.[' �►' d Mo..d-0.5 R. -Y12-STA.21+25 TO STA.22+50 RT YIE-STA.15400 TO STA 16+00 RT 10+Y.[. o
-L-STA 22B+23 TO STA_228+69'AT -� 6-5 R. -Y13-STA.11+00 TO STA.13+00 LT L-
-L-STA 284+00 TO STA 285+22 RT i�,.. Typo of Lino- Ciao;B Rlp-Pop -94-STA.12+50 TO STA 14+00 LT L-
STA.20+24 TO STA.25+00 RT t;...dile
-L-STA.286+50 TO STA.290+10 Al STA.23+24 TO STA.25+DO ART T
-L-STA.291+00 TO STA.296+D0 Al,D=1.5 Moe,D-1 Ft -Y4-STA.12+50 TO STA.I4+00 RT L-STA-28+00 TO STA.29+50 RT
Rs...d-.75•D -L-STA T1+44 TO STA.12+OD LT,CL I RIP RAP -YS-STA.21+50 TO STA_22+SO LT L_STA- TO STA,59+pp Al'
-L-STA-291+SD TO STA.294+50 LT,0=1,5 Typo of Lino,. Class R R:p.Rpp -L-STA 60+50 TO STA.62+79 RT -Y5-STA,10+00 TO STA 1T+50 ET L-STA 73 73.60 65 TO STA 78+50 Ci Typed Liner= Ones IRip-Rop
-Y24-STA-23+00 TO STA.22+63 RT -L-STA.38+00 TO STA.38+50 RT -L-STA_a1+50 Tp STA.82+00 LT -YS-STA.10+00 TO STA 11+50 RT L-STA_BO r00 TO STA 81+50 LT -L-STA.179100 TO STA.T79+50 LT
-L2-STA 215+50 TO STA
-L24-STA 23+00 TO SA.277+50 LT 7+50 RT -L-STA.83+50 TO STA.84+50 LL -L-STA E85+50 TO STA.186+50 RT -Y5-STA.21+50 TO STA.22+50 RT L-STA 90+00 TO STA.92+75 LT
-L- -Y17-STA.14+00 TO STA. LT,CL 1 OP RAP -YSA-STA.10+0D TO STA.1L+00 LT L-STA.93+10 TO STA.94+00 LT
-L2-STA.236+00 TO A.250+=75 IDSTA.97+20 TO 5TA.94+00 LT -YSA-STA-10+00 TO STA.11+00 RT L-STA-123+OD TO STA.124+00 LT
-L-ETA.247+11 TO STA.250+p0 RT 1--STA.A. +00 TO ETA.94+50 LT -YSA-STA.15+50 TO STA.16+14 RT
-L2-STA.228+23 TO STA 228+69 RT -Y12-STA.22+00 TO STA 23+138 ITT -Y6-STA.11+35 TO STA 11+85 LT L-STA_184+00 TO SPA STA-182+00 TO . L 192+OS LT
-L2-STA.229+50 TO STA 230+150 LT -Y6-STA.11+35 TO STA 11+85 RT Y1A-STA 12+50 TO STA.14+24 LT
-L2-STA.235+34 TO STA_238+50 LT -97-STA.10+94 TO STA.12+00 RT 95-STA 22+50 TO STA.29+31 RT
-Y10-STA.10+72 TO STA.11+50 Li
-Y17A-STA.10+50 TO STA.11+94 LT -Y15 5TA,I11 78 TOT STA.112+;0 LT
-YI7A-STA.10+50 TO STA.11+00 RT -Y15-STA.11+25 TO STA.11+50 LT
-L-STA-199+43 TO STA.200+07 RT -Y2-STA,15+5 TO STA.117+0 RT
Y23-STA.16+00 TO STA_17+00 RT
-L-STA 297+AB TO STA_297+00 T,D.1. DETAIL J EDETAIL ROTE K -Y24-STA.16+09 TO STA_14+OD LT
-L-STA 301+65 0O STA 248+77 AT,D=1.5' SPECIAL LATERAL..ka i DITCH TOE No.Sea,
-Y24-STA.13+09 TO STA.15+50 LT
-L-STA 301 i•05 TO STA.304+77 Cl' r.+.rh kaki I Nw ie xeE..
-110-STA.13+04 TO STA.13+77 LT
-95-STA-13+96 TO STA.13+10 LT
-Y5- STA_ +506 TA_1 + 10 LT
Fu Ne1w.l -Y5-STA.17+50 TO STA 17+61 RT
:� 9moo Ground lo -0-OVER-STA.302+46.7B TO STA.305+62.57 AT
0
d
d=5A R.
Ayn,D- 1 Pt. 6-10.0 R. Gea,edil.
Typo.1 Liner- CL B 41p-4ap
-L-STA 0+00 TO STA.02+00 LT DETAIL L DETAIL 0 RETAIL P
-YIA-STA.11+00 TO STA.12+CO LT -.-STA.2+00 TO STA.2+50 RT
LATERAL BASE DITCH BE EASE DITCH STANDARD BASE DITCH
-Y1E-STA.12+00 TO STA 15+00 RT -L-STA.3+00 TO STA.3+60 LT oteS1 `. IN.io 5eetp
-L-STA-4+0S TO STA.6+00 LT
-L-STA 7+06 TO STA.9+45 RT 1
-E.-STA 8+40 TO STA.9+86 LT 0'' Rover " D ro
--STA 22+00 TO STA.23+00 LT .M O 1m. Rnn.Es p • D a-L
-L-STA.37+00 TO STA.98+00 LT d
-L-STA.45+00 TO STA.97+50 RT eEorRmu e'. 0..H.,e. Min.D-1.0 H.
-L-STA_98+40 TO STA.99+54 LT Min.b=1.0 FI. Min D=1.D H. GEOTFif14E'� Mo.d.1.0 R.
-L-STA_101+50 TO STA.102 A-62 RT Wu_d=1.0 R. Moe.d=l.o Ff.
-214-STA.13+22 TO STA_13+73 RT wm.,4 1,. .0. B=4 R. 4=4 H. ...Own 0 b. 69' 8=4.0 R.
-I-STA.197+50 TO STA.139+50 LT 6=5 R.
-L2-STA.217+52 TO STA 218+50 LT Typo of Um- CL IRit-ROO b=s R. Type al Liner= CLB Rip-Rnp type of Liner= CLR Rip-Rnp
-L2-STA-229+00 TO STA 2 30+50 RT -L-STA.107+04 TO STA.109+50 RT -Y12-STA.21•25 TO STA.22+DO RT -L-STA.140.12 RT
1r STA.102+CO TO STA.102+50 LT L-26'S-7.071%
4-5TA.128+50 TO STA.129+50 LT BEG,FL=842.00'.END EL=840.02'
-L-STA.100+92 RT,MIN.0=0.5'
r
,M=
BEG.EL=861.00',END EL=856.45'
7-1 DETAILS DETAIL T
S DETAIL N DETAIL Q. DETAIL R
PREFORMED SCOUR HOLE CHANNEL CHANGE STANDARD BASE DITCH SPECIALCUT BASE DITCH SPECIAL LATERAL BASE DITCH
I No4 to Sul.'. I WI.s.e1µ I Ne•10 R.) INoo ie xd.]
J 4,epy..0 Ner.iroi
N�urp1 !Slop. Gw=4S T OiW n• 51
EPLAN VIEW PERMANENT SOIL REINFORCEMENT l^w 0 1 F1, ' ^TDsw a
L MATINSTTING IPSRM] I L. ,44 Min.0.1.0 R. u W Afy.,p-1.0 Ft. El AI:,.D=1 R.
: WITH LEVEL AND FLUSH GEOTELTe£ Min.D=2,0 Ft. FAIL Ch.nne' 6=4 H. B-4.0 FI, R=4 R.
p' WITH NATURAL GROUND.
y B=24-2.0 Fl. -L-5TA 106+2..7.0% PT,MIN,0=1.0'
I R♦♦`♦♦♦ B=2.0 R. L=25',5-7.0% -YII-STA.13+00 TO STA.14+00 LT -L-STA.3+59 TO STA-4+00 LT
PIPE OR DITCH ♦♦♦♦♦i
OUTLET ♦ \ T of CL 8 WRAP 6-5.0 R. BEG.STA 12+0',END EL-861.85'
n 4►4►4►4► Typo c L=162 A. 1.80%LT,MLN oml.s•
p i-,♦♦. p 12-STA.225+70 TO 224+25 L7. BEG.EL=927.27'.END EL=924.24'
4 ����!
I. ,`i.. DETAIL U RETAIL V RETAIL W DETAIL Y
s °QUAFF PREFORMED E STANDARD 'V'DITCH PIPE INLET E OUTLET CHANNEL STABILIZATION BANK STABILIZATION ON BANKS ONLY SPECIAL BACK OF CURB CUT DITCH
C SCOUR HOLE{PSH] .-:•♦♦�
f1An in 5w1.1 Haw Pa.1.l rd era {Nw.sa..l e� NOT TO SCALE!
g (RIP
C BASIN
NOTYSHOWN ♦ ! 3 d -• qq��arreel� `IN lh.orion c.Yn c.o1Pv
._ ,.�.•��.•♦•♦� 0-1.0 R. rn4 G.e.id eon 4
C Min.D- 2 H 9.r.a1. O.ni.nib
EY [haw.;aee CNn.a h.
r SFCTIAN A-A -L2-STA.208+29 RT I.euln_ V.. 1 M...• wan twi*6.1 -L-STA.90=25 TO STA.91+20 RT
0 s! L=143.89•,S=0.73%,Mow.-ow.-=4 0.o - Cl 14.•.«e•L.,.d-In TA.NGn.r- CL,ep-,F-4�,sln -Y25-STA-10+73 TO STA.11+00 RT
�°R BEG.EL= 966.90',END EL 965.85'
SM7.Rat MDT -L-STA 285+22 RT -L-101+34 RT -L-STA-139+63 RT;CLASS 8
C INFLOW rp FAH BEG. M -L--5TA.107+es LT -L-STA 140+.5500 LT
(MINUS TUCP) NATURAL BEG.EL- 963.43',ENO EL.461.44'
r -L-STA.
.24 0.4%,Al=3.5 -L2-STA.228+78 RT -L-STA 140+75 LT;CLASS II
GROUND -L2-STA.229+03 LT -L-STA.298+07 LT
2 BEG.EL= 962.26',END EL 963.88' -19-STA 14+65 lacr LINER:CLASS 8 WRAP I I N.V -L-STA 242+08 RT -Y14-STA.73+13 LT
Li WITH GEDTE%TILE F'�•'$ L-162',5- 1.08%,M-5 -Y14-STA-13+43 RT
BEG.EL= 963.86',END EL 963.94' RK
4
q2 L=STA. = 0 3 Al 8801 BiR F,4,Road,Forum 1,Suta 7R0
-L-STA.252+50 LT L=136',5= 5.38%,M=S P.[919i6789550
j BEG.EL= 968.22',END EL.975.53'
RRi ,NoaCam 0fna 27815-39 9
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P PROJECT RE=ERE.CE NO. SHEET NO.
R-2577R 20-2
RIW SRI EL NO
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
UT LOWERY MILL CREEK DETAILS LOWERY MILL CREEK DETAIL MARTIN MILL CREEK DETAILS
-L- 107 + 57 -L- 140 + 39.5 =L2- 229 + 09
EXISTING BOTTOMLESS
RCBC TO BE REMOVED
KEY IN 2'THICK DOCUMENT NOT CONSIDERED FINAL
CHANNEL STREAM BED KEY tN 2'THICK CLASS I RIP RAP UNLESS ALL.SIGNATURES COMPLETED
CLASS I REP RAP FLOODPLAIN NATURAL
CHANNEL BENCH GROUND
KEY-IN 2'THICK KEY-IN 2'THICK 20' I I I I 5
CLASS I RIP RAP CLASS I RIP RAP
CO
GEOTEXTILE ate_ GEOTEXTILE GEOTEXTILE
IR FIBER
5 y '�� I I I I ��^ 5 FABRIC MATTING
VARIES 5'-NATURAL GEOTEXTILE
E
FABRIC
CHANNEL WIDTH
�• VARIES FROM 5' TO
NATURAL CHANNEL WIDTH
21'
JNLET CHANNEL IMPRCIVFMFNTS KEY-IN CLASS II RIP RAP JNI FT CHANNFI IMPROVFMFNTS
2'THICK WWGEOTEXTILE
LOOKING DOWNSTREAM inn) FABRIC CHANNEL DETAIL LOOKING
N DOWNSTREAM (NTS}
LENGTH = 25'
LOOKING DOWNSTREAM
LENGTH=105',SLOPE=1.33% (NTS}
CHANNEL KEY IN 2'THICK NATURAL
KEY-IN 2'THICK CLASS I RIP RAP GROUND
CLASS I RIP RAP KEY IN 2'THICK
\ CLASS E RIP RAP FLOODPLAIN
` CHANNEL— BENCH
44'r/' .r CLASS RI THICK , ��-��
w�.�. �.� CLASS TRIP RAP 1..) v +. .+r- 1
4/110
GEOTEXTILE ■aaaeeFaa GEOTEXTILE GEOTEX11Lf COIR
FABRIC GEOTEXTILE
VARIES - WIDTh
NATURAL FABRIC
CHANNEL H7OTli
VARIES FROM 5'TO
NATURAL CHANNEL WIDTH
011T1 ET CHANNEI IMPRCIVFMFNTS OUTLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM (NTS/ LOOKING DOWNSTREAM (NTS)
LENGTH a 70'
LENGTH = 35'
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1A -Y9-14+25-14+65 RT ARMORING CHANNEL,SFC <0.01 <0.01 25 22
1B -Y9-14+65-15+33 RT 72"RCP,ROADWAY FILL,SFC <0.01 84
1C -L-100+48-100+93 LT ROADWAY FILL,SFC <0.01 58
1D -L-100+92-101+34 RT 72"RCP,ROADWAY FILL,SFC 0.01 77
1E -L-101+34-101+75 RT ARMORING CHANNEL,SFC <0.01 <0.01 24 22
2A -L-107+87 LT BANK STABILIZATION,SFB <0.01 <0.01 13 14
ARMORING CHANNEL BED AND BANK,
2B -L-107+87 LT SFB <0.01 20
UPSTREAM-1 6x6 RCBC EXTENSION NOT
2C -L-107+66 LT BURIED,CHANNEL TIE IN,SFB 0.01 81
DOWNSTREAM-1 6x6 RCBC EXTENSION
2D -L-106+50-107+20 RT NOT BURIED,CHANNEL TIE IN,SFB 0.01 86
ARMORING CHANNEL BED AND BANK,
2E -L-106+25-106+50 RT SFB <0.01 <0.01 15 26
3A -Y14-13+03 LT ARMORING CHANNEL,SFA <0.01 <0.01 29 9
3B -Y14-13+22 LT 60"RCP,SFA <0.01 30
3C -Y14-13+41 RT 60"RCP OUTLET PAD,SFA <0.01 <0.01 27 11
UPSTREAM-BANK STABILIZATION,DUAL
4A -L-140+38 LT BRIDGES REPLACING(3)-7x10 RCBC,SEW 0.01 <0.01 65 10
DOWNSTREAM-BANK STABILIZATION,
DUAL BRIDGES REPLACING(3)-7x10
4B -L-139+91 RT RCBC,SEW <0.01 0.01 11 51
5A -L2-225+52-228+95 LT ROADWAY FILL&CHANNEL CHANGE,SET <0.01 <0.01 331 14
ROADWAY FILL&CHANNEL CHANGE,
5B -L2-225+33-226+35 LT WHP 0.02 <0.01 0.02
ROADWAY FILL&CHANNEL CHANGE,
5C -L2-228+07-228+98 LT WHQ 0.02
6A -L2-229+25 LT ARMORING CHANNEL,SES <0.01 <0.01 32 6
UPSTREAM-1 5x5 RCBC EXTENSION W/
6B -L2-229+10 LT 48"WELDED STEEL PIPE,SES <0.01 18
DOWNSTREAM-1 5x5 RCBC EXTENSION
6C -L2-229+10 RT W/48"WELDED STEEL PIPE,SES 0.01 38
6D -L2-228+70 RT ARMORING CHANNEL,SES <0.01 <0.01 39 21
7A -L-296+40-298+03 LT ROADWAY FILL,48"RCP,SEL 0.01 178
7B -L-298+03-298+28 LT BANK STABILIZATION,SEL <0.01 <0.01 16 13
TOTALS*: I 0.04 1 1 <0.01 1 0.02 1 I 0.13 1 0.04 1 1297 1 219
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
March 2021
FORSYTH
R-2577A
R"Naed2016O909 SHEET 23 OF 23