20191232 Ver 1_R-0211EC Permit Drawings_20190916

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BEGIN TIP PRa
BEGIN SEGMENT
-L- STA. 22+27.69
0
9
1
�A
6
Y.
I-5507
I
THIS PROJECT IS WITHIN THE MUNICIPAL
BOUNDARIES OF THE CITY OF CHARLOTTE,
THE TOWN OF PINEVILLE fry TOWN OF MATTHEWS.
CLEARING ON THIS PROTECT SHALL BE PERFORMED
TO THE LIMITS ESTABL SHED BY METHOD III.
THIS IS A CONTROLLED ACCESS PROTECT WITH
ACCESS BEING LIMITED TO INTERCHANGES.
END SEGMENT "A"
BEGIN SEGMENT "B"
-I- STA. 313 + 00.00
STATE OF NORTH CAROLINA
DIVISION C HIGHWAYS
MECKLENBURG COUNTY
LOCATION: I-485 FROM I-77 TO US 74 (INDEPENDENCE BOULEVARD) (I-5507);
I-485 / WEDDINGTON ROAD INTERCHANGE (R-0211EC); AND I-485 /
EAST JOHN STREET - OLD MONROE ROAD INTERCHANGE (U-4714AB)
TYPE OF WORK: DESIGN -BUILD AS SPECIFIED IN THE SCOPE OF WORK
CONTAINED IN THE REQUEST FOR PROPOSALS
e016 WETLAND AND SURFACE WATER IMPACTS PERMIT
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`ec1G� `oA 72
PACKAGE R-0211 E C
DATE: SEPTEMBER 12, 2019
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7* BL!J- THE %%%I )
END TIP PROJECT I-5507
END SEGMENT "D"
-L- STA. 947 + 96.48
✓off s�
7 � ir.
FoOr117;le
I,_CI'
TO CONCORD
SITE #2
END SEGMENT "B" ��, \ SITE #1
BEGIN SEGMENT "C" �,'� �`' x \�
-I- STA. 474 + 50.00
R-0211EC
o
e O
G1,/0 h
h0 „1O
3L34 35 3 - 38 39 40 41 43 44 45 46 47 �8 r
-485 �� 42
i r`
GSEGMENT "C" PERMIT D RAW I N G
SEGMENT "Ell"SHEET 1 OF 11
I — -L- STA. 635 + 00.00
Prepared In the OffJce of:
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
1001 Morehead Square D,
S'i" 610
STATE OF NORTH CAROLINA
Ch—l—, NC, 18103
I�
50 25 0 50 100
ADT 2018 = 118,400
ADT 2040 = 159,200
DHV = 9 %
LENGTH OF ROADWAY TIP PROJECT I-5507 = 17.137 mi
LENGTH OF STRUCTURES TIP PROJECT I-5507 = 0.395 mi
NC TIC NO. F-0165
FOR THE NORTH CAROLfNA DEPARTMENT OF TRANSPORTATION
2018 STANDARD SPECIFICATIONS
PLANS
(BASED ON 485 WEI BRIDGES)
P�
s
50 25 0 50 100
D = 55 %
T = 9 %
V = 7M5 MPH
*(TTST 4 + DUAL 5)
TOTAL LENGTH OF TIP PROJECT I-5507 = 17.532 mi
RIGHT OF WAY.
SEPTEMBER 18, 2018
DANIEL H. BRIDGES, PE
SIGNATURE:
m
d
0?
ROADWAY DESIGN
ENGINEER
DESIGN PROJECT MANAGER
PROFILE (HORIZONTAL)
TIM MCFADD PE
NCDOT CONTACT.• DEsrcx RurTD PROJECTEN ENGINEER -
TRANSPORTATION PROGRAM MANAGEMENT UNIT
10 5 0 10 20
FUNCTIONAL CLASSIFICATION:
INTERSTATE
STATEWIDE TIER
LETTING DATE.
SEPTEMBER 18, 2018
DAVID B. GOURLEY, PE
PE
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
SIGNATURE:

DETAIL DI DETAIL D2 DETAIL D3 DETAIL D4 DETAIL D5 DETAIL D6
SPECIAL CUT DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH LATERAL DITCH LATERAL BASE DITCH LATERAL V DITCH
Natural (Not fo Scaly! Natural INof fo Scale) INo'. Scale! No.. N—I INofto U.Io Natural (NO fo Swly) 7L�
(Not to Scale!
Grouts Ground W.ii Ground Ground IN —I j �— jFill 1/'\ 2% n�31eP.d Min. D= 2.5 R D Din. D= 7NFil DN Min. D= 1.5 N Maxd = 25ItB=4 Nb= 4 ff 6= 5 fr Geofextile B b= 5 N b= 5 R
Type of Liner= Class I Riprap Type of Liner= Class I Riprap
-L- FROM STA. 615+81 TO 619+50 LT
-L- FROM STA. 688+57 TO 701+37 LT
-L- FROM STA. 706+21 TO 711+00 LT
-L- FROM STA. 753+98 TO 760+32 LT
-L- FROM STA. 794+62 TO 795+50 LT
-L- FROM STA. 764+81 TO 767+50 LT
-L- FROM STA. 916+63 TO 917+50 LT
-L- FROM STA. 929+50 TO 931+50 LT
-L- FROM STA. 709+81 TO 713+00 RT
-L- FROM STA. 804+50 TO 805+50 RT
-L- FROM STA. 901+00 TO 905+17 RT
-Y5RPD- STA. FROM 24+00 TO 26+50 RT
-Y6RPC- FROM STA. 24++50 TO 26+50 RT
-L- FROM STA. 615+81 TO 619+50 LT -L- FROM 628+73 TO 634+63 LT -L- FROM STA. 890+47 TO 892+50 LT -L- FROM STA. 791+50 TO 793+50 -L- FROM STA. 835+50 TO 837+27 LT
-L- FROM STA. 898+00 TO 900+00 LT -L- FROM STA. 893+84 TO 898+00 LT
-L- FROM STA. 936+50 TO 940+50 LT -L- FROM STA. 888 +1 9
TO 890+77 RT
-L- FROM STA. 885+00 TO 888+19 RT -L- FROM STA. 890+91 TO 892+00 RT
-L- FROM STA. 892+00 TO 897+09 RT -L- FROM STA. 897+24 TO 899+50 RT
N` S I ) � 11 BL'J- THE
DETAIL D7
DETAIL D8
DETAIL D9
DETAIL D10
DETAIL D11
DETAIL D12
DETAIL D13
LATERAL V DITCH
LATERAL V DITCH
LATERAL V DITCH
LATERAL V DITCH
LATERAL BASE DITCH
LATERAL BASE DITCH Fill
Slope
CUT DITCH
Nafural (Not. $colvl
Natural INofM Style)
Nature! INot fo Swlvl
Natural INofb Scale!
Nafural I Nof fo Swly!
Natural (No . Scale!
INof fo swIO Noise
Woll
Ground
Fill
Ground
Fill
Grouts
Fill
Ground
Fill
Ground
~'
Ground
r—'
Nofuwl
3.y Slope
4:T
3./ Sl
4:T ope
9,.1 Slope
3. 4.T Slope
.I
`/ . 21
FBI
3. \ 2%
'1
Ground
p
Min. D= 1.5 fr
p
Min. D= 1.5 fl
Min. D= 1.5 fr
D
Min. D= 1.5 fl
p B i._ 5 ItI fl Slope
p
Min. D= 1.5 fl
d 4" Min. D= 1 k
B B= 6 11
GeotexBle
Geofextil. B 6= 5 N
GeotOile B B= 6 fl
Max.d= 1 R
Type of Liner= Class B Riprap
Type of Liner= Class I Riprap
Type of Liner= Class I Riprap b= 5 fl
Type of Liner= Concrete -
-Y5LPA- FROM STA. 14+78 TO 15+28 LT-Y5LPA- FROM STA. 15+28 TO 15+73-Y5LPA- FROM STA. 15+73 TO 17+00 LT-Y5RPA- FROM STA. 19+50 TO 20+24 LT -L- FROM STA. 788+50 TO 790+00-Y6RPB- FROM 9+77 TO 11+02 LT
-Y5RPA- FROM STA. 20+24 TO 22+00 LT
DETAIL D14 DETAIL D15 DETAIL D16 N ;
SPECIAL CUT DITCH TAIL DITCH FALSE SUMP DETAIL D17-
Nmare1 (No. S..I.) IN— Sce1.) I N— Style! o FALSE SUMP
o � (Not to Scale)
Gound �, Outside Ditch
1 Outside Ditch Traffic Flow
RoodwoY G—d \ NaNroI Traffic Flow .\ 20:1-�2.0'I-- J0.7 -� 2" -
3./ Ground 3.1 9'� Ground \O�
D Min. D= 1.5 R
Min. D= 1.o R B= 3 R GI GI
B $t GI �-$— etc.
S=Ditch Slope (E Proposed Ditch S=Ditch Slope (EE Proposed Ditch
-YbLPA- FROM 10+74 TO 11+87 LT -L- STA. 777+37 LT -L- STA. 794+55 LT
-L- STA. 709+74 RT -L- STA. 701+58 LT
-L- STA. 760+50 RT -L- STA. 827+52 LT
-L- STA. 774+58 RT -L- STA. 835+03 LT
-L- STA. 827+52 RT -L- STA. 617+94 RT
-Y6RPB- STA. 17+70 LT -L- STA. 795+69 RT
-L- STA. 808+22 RT
-Y5RPA- STA. 15+25 LT
-Y5RPD- STA. 21+39 LT
-Y5RPD- STA. 21+31 RT
DETAIL D22 DETAIL D23
TOE PROTECTION PIPE OUTLET CHANNEL STABILIZATION
(No.. Scale) \ OQhh'0.� I NO I. Style! N I" Bed
.-UND 1�,`- Elevation
- �—.I dN.
G�o��a an u�ri
d= 1N
b= 4 If SLOPE
Class I Riprap ci, a....B.d
Lempm_ 34 N f/ noble!
-L- FROM STA. 651+50 TO 654+49 LT . of lamer= c - K yed-m
-L- FROM STA. 654+64 TO 656+50 LT -L- pSTA. 790+14 LT
-L- FROM STA. 814+50 TO 816+04 LT
-L- FROM STA. 845+32 TO 854+00 LT
-L- FROM STA. 649+50 TO 653+10 RT
-L- FROM STA. 791+44 TO 792+52 RT
-Y5RPA- FROM STA. 21+43 TO 24+00 RT
-Y6LPC- FROM STA. 12+03 TO 13+79 RT
-Y6RPC- FROM STA. 19+26 TO 20+55 RT
-Y6RPC- FROM STA. 23+69 TO 24+87 RT
DETAIL D24
SIDE -TAPERED INLET
HW,
O
B=3 R
D=3 k
B,=5 R
r L=4 N
6I B
L
Taper(4:1)
-L- STA. 641+48 LT
DETAIL D31
OUTLET CHANNEL
m !Not to Scale(
-L- STA. 789+30
DETAIL D25 DETAIL D26
SIDE -TAPERED INLET SIDE -TAPERED INLET
/11 -
HW HW :. :: HW HWf
D � D
B=4.5 R B=3.5 R
E D=4.5 R D=3.5 R
B,=6.5 R B,=5.5 R
r 4=4 R 4=4 R
TaPer(4.3:1) Taper(4.3:1)
+91 RT
18+83 RT
DETAIL D32
OUTLET CHANNEL
( Not to Scale(
-L- STA. 841+00
DETAIL D18
RIPRAP AT EMBANKMENT
(No. Scale)
tD'mm.
Ditch 1.0'min. 16"
Grade
GEOTEXTILE
Type of liner= CL 1 Riprap K.y rip P inro nafurolaround
-L- STA. 615+00 LT -L- STA. 612+67 RT
-L- STA. 654+53 LT -L- STA. 730+00 RT
-L- STA. 654+58 LT -L- STA. 730+04 RT
-L- STA. 658+97 LT -L- STA. 740+42 RT
-L- STA. 683+21 LT A- STA. 740+45 RT
-L- STA. 729+85 LT -L- STA. 746+32 RT
-L- STA. 730+13 LT -L- STA. 749+98 RT
-L- STA. 741+73 LT -L- STA. 750+09 RT
-L- STA. 746+32 LT -L- STA. 788+69 RT
-L- STA. 791+36 LT -L- STA. 792+60 RT
-L- STA. 808+85 LT -L- STA. 806+28 RT
-L- STA. 816+10 LT -L- STA. 806+46 RT
-L- STA. 818+86 LT -L- STA. 818+46 RT
-L- STA. 890+43 LT -L- STA. 837+46 RT
-L- STA. 893+74 LT -L- STA. 890+82 RT
-L- STA. 893+80 LT -L- STA. 890+86 RT
-L- STA. 910+17 LT -L- STA. 897+08 RT
-L- STA. 897+16 RT
-Y6RPC- STA. 15+28 RT
DETAIL D18-A
RIPRAP AT EMBANKMENT
(NO fo Swl.)
10,min.
Ditch 1.0'min. 21"
Grade
-Y6- STA. 129+88 LT
DETAIL D30
CHANNEL CHANGE
( Not to Scale)
DETAIL D19
BANK SIABID2ATION
(Naf to Swle)
8"
CHANNEL BED
f/odabl.!
Tyoe of Liner = Class I Riprap
-L- FROM 706+50 TO 711+41 RT
-L- FROM 727+77 TO 729+44 RT
-Y6RPB- FROM 15+11 TO 22+63 LT
-L- sIA. 893+2 LI
-Y19RPC- STA. 18+60 RT
-Y19RPC- STA. 18+64 RT
DETAIL D29
OUTLET CHANNEL
I Not to Style)
eE"
-L- STA. 837+70 LT
Nafural
Gound Natural
d Ground—
GEOTEXTILE
GEOTEXTILE B is- Min. D= 3 R
Exist. NO GEOTEXTILE
Channel IN STREAM BED Max. d= 3 ItB= 4 P.
Type of Liner= CL I Riprap y p p il. no,arol prounB
-L- STA. 897+13 RT
PROJECT REFERENCE NO.
SHEET NO.
R-0211 EC
2 D-1
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
LJH,'
LANE
USE FOR R/W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL D20
BANK STABILIZATION
(Not. Sa.l.) PREFORMED SCOUR HOLE
24" or of
CHANNEL BED
f/adobl.
Tyoe of Liner = Class II Riprap I
ml rou d.
-L- STA. 837+91 LTro
-L- STA. 838+91 LT
-Y6RPC-STA. 19+10 RT .eurmy
SECTION
-L- STA. 790+75 LT
PERMIT DRAWING
SHEET 2 OF 11

SIDE 1
Water Quelily volume:
Treated Rainfall Depth = 1,6 inches
NBUA = 6.4 acres
WO, =1.6 x 6A x 3450 = 35,328 CIF
WQ El. = 725.13
WQ Routing Result:
Peal WSE = 72473
Peal, Q = 0.26 ct
Draw mW n = 525 hours
DETAIL D27
DRY DETENTION BASIN DRAWDOWN STRUCTURE
'NOT TO S—
SIDE 2
.,all. onuy
s1
0 PIPE IH
T
i Ic�ee°A)
SIDE 2 wE
PLAN VIEW
m
SIDE 3
NOTES
STRUCTURE (WEIR EUE-hONI SHOULD BE
TOP TIWC, EL CONTROL
NIMU1 DIAMETER FOR OUTLET PIPE.
MINIMUM DIAMETER PLATE IS NOT RFQORIIFFIICE, If ORIFICE 15 GREATER THAN 6,A
STE
to NOELB DING MA ML TO BE USED. T PIPE INS, DOTNOT FOLLOW
O PIPEoUG. MR N FOR
OUTLETH 5, SLUICE T— IISRFOR nu REN NCEPAll SHOULD
m GATE VA11 MAY BE
TETCLEARANCE FOREGATE OPERATIONLAND FOR PROPER
SELECT7. REQUIRED TO ACCOMMODATE SLUICE GATE
ID 0 FFCE TRASH RACK WIDTHJRE H RACK OPENS FREELY AND WITHOUIT INTERFERENCE WITH
SLUICE �r
Te
9, AGIUST FOOTER DIMENSIONS AS NEEDED FOR ANTI -FLOTATION.
MINIMUM DIMENSIONS FOR DRY DETENTION BASIN DRAWDOWN STRUCTURE
STATION
STRUCTURE
NUMBER
IINCHESI
6" MIN.
(INCHESI
6" MIN.
BASIN
BOTTOM
MINIMUM
ELEV.
TOP
ELEVATION
CONTROL
STRUCTURE
MAX.
STORAGE
DEPTH(D)
FEET
INN. ELEV.
CTL STR.
CTL. STR.
DIMENSIONS
JW x L x H)
ORIFICE
DIAMETER
10)
INCHES
ORIFICE
INN. ELEV.
OUTLET
PIPE
DIAMETERIPI
INCHES
W.k in ton Rd, Y5LPD
5997
V
6"
723.35
730.W
7.15
720.60
4x 4' x 10'
3"
723,35
18"
Y-' NOLE sn—
H4N PLAX A
DETAIL
REMOVABLE ORIFICE TRASH RACK
IE-
14 BE —
I`'" ` 7• RISER 1RASH RACK NOTES:
NTS
L BE FULLY WELDED AROUND
OPENING SECTION A "'N' WITH A "= OINF AC." Re", FOLLOW D
D
REBAR TRASH RACK
NOT TO SCALE
.
I I I I I
_E
h" NBLE —TE
I I
SECTION A -A I
N` S I ) � 11 BL'J- THE
PROJECT REFERENCE NO.
SHEET NO.
R-0211EC
2 —2
R,W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
L]F;°Il
LANE
USE FOR R/W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 11
0

SIDE 1
Weter Qualitv Volume'
Treated Rainfall Depth = 1.6 inches
NBUA = 4.5 acres
WO'
=1.6 x 4.5 x 3450 = 24,840 CF
WQ El. = 686.09
WQ Routing Results:
Peak WIFE = 685.33
Peak Q = 0.26 CfS
Draw do— = 35.3 hours
DETAIL D2R
DRY DETENTION BASIN DRAWDOWN STRUCTURE
'NOT TO SCALE'
SIDE 2
°IS[[ U,_ RASH DEMTni4
s1
0 �1%
T
Isro oeMGT'e.°o: eI
SIDE 2
PLAN VIEW
SIDE 3
STRUCTURE WEIR EURVATIONI SHOULD BE
E AT THE Tlw ELIEVARON.
2. 157MINIMU
I. a roR oLHLEr nPE.
3. 2� MINIMUM DIAMETER nTaaCUT B. IF oaI%cB Is GREATER THAN 6-, A
N 4.NOE`PLATE IS NOTB bbING MATERIAL TO BE USED. THEREFORE, DOTNOT FOLLOW
O IN AUA N FOR
T THROUGH URIT PIPE T.
5. SLUICE GATE ISFOR MA MFNANCE0.AND SHOULD RE
m — VALVE MAY BE
4. SLUICE GATE SHALLTPROVI [`wATERTIGHT SEAL. PROVIDE
TE CLEARANCE FOR GATE OPERATION AND FOR PROPER
SMTNG OF DATE OVER PIPE
AS REQUIRED TO ACCOMMODATE SLUICE GATE
AN `D ORIFICE TRASHaRACK WIDTHENSURE TRASH —1 OPENS FREELY AND WITHOUT INTERFERENCE WITH
SLUICE
9. TE ADRET FOOR DIMENSIONS as NEEOEO FOR —FLOTATION.
MINIMUM DIMENSIONS FOR DRY DETENTION BASIN DRAWDOWN STRUCTURE
STATION
STRUCTURE
NUMBER
(INCHESI
6" MIN.
(INCHESI
6" MIN.
BASIN
BOTTOM
MINIMUM
ELEV.
TOP
ELEVATON
CONTROL
STRUCTURE
MAX.
STORAGE
DEPTH(D)
FEET
INV. ELEV.
CTL STR.
CTL. STR.
DIMENSIONS
x ` x H)
ORIFICE
DIAMETER
10)
INCHES
ORIFICE
INV. ELW.
OUTLET
PIPE
DIAMETER(P)
INCHES
E. John St, Y6LPC
6545
6"
6"
684.00
690.00
6,0
681.00
4' x 4' x 9'
3"
684.00
24"
18" W x 12" H
685.50
DETAIL
REMOVABLE ORIFICE TSCARASH RACK
� R
ALL I`'" ` ILL7' RISER TRASH aACR NOTES:
F.RAll ?OINII SHALL BE FULLY WELDED AROUND
ISF[ICNO ovENING SECTION A -A
cLoauRa EY THE FOR CHAIN - S— METHOD AS THE IIIiuGE avIAlESIQ"
oCOEOURE' IBY
RACK
AND HARDWARE SHALL 8 A "MR
ENS FREELY ASWICE GATE ON THE OUTLET PIK ENSUE TRASH BACK
ND WITHOUT INTERFERENCE WITH SLUICE GATfs.
WOVE AS HECESSARn
tVAIRS ..IS
PLAN SECTION B-B
Lp• RDLE CRATE
NAH a
REBAR TRASH RACK
NOT TO SCALE
h- —E ORATE
HAND
I I
SECTION A -A I
N` S I ) � 11 BL�.J- THE
PROJECT REFERENCE Na.
SHEET NO.
R-0211 EC
2 D-3
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
L]F;°Il
LANE
USE FOR R/W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 4 OF 11
0

n o / C►U ET CHAN �` I cea�l- NC, 28203 i° Dr.
DETAIL D31 Z 1111 PROJECT REFERENCE NO. SHEET NO.
OUTLET CHANNEL NC arc NO. F-0165 R-02W11EfCJ ET No. 60
Not to scale, W/ L II RIPRA p INSET A
aaoaoseo naraw D E DET 31 ROAENGIN EDWAY NGINEER
ENGINEERS
P H 2C— .
ASE DITCH E
W/C I R IMPACT IN ETAIL 21
°a 01 �ao o AIL D11 SURFACE WAT7FR S BE
H E n�,aurn� DENOTES IMPACTS IN
a1°a SURFACE WATER SITE #1
�PO DOCUMENT NOT CONSIDERED FINAL
01 UNLESS ALL SIGNATURES COMPLETED
-L- STA.789+30 DENOTES TEMPORARY
4; , sz, IMPACTS IN SURFACE BLyTHE
�
WATER
X _—_ _ — W F DENOTES IMPACTS IN
SUI FACE WATER
L��GLQ`Y SBF lQ,DE OTESTEMPORARY
-`7`xO v ((� O —� SITE #1 ® IM ACTS IN SURFACE WATER
b U CIO SEE
\ \ / 50 o eo } . w _ — INSET A
LATERAL V DITCH GALE b TEMPO A Y SURFACE _ —
W/CL B RIPRA R i
SEE DETAIL DI C\ \ WATE IMPACT
O 0�
� WOODS
SITE #1 NOTE:
z THE EXISTING CULVERT IS NOT BURIED, THEREFORE i ET CONS
o \ WOODS THE CULVERT EXTENSION WILL NOT BE BURIED. THE z �p W/ LIIRip
o `�' �� \ \� BOTTOM ELEVATION OF THE EXTENDED CULVERT WILL AT
DITCH DET 31 P E 2F
a W o MATCH THE ELEVATION OF THE EXISTING STREAM BED. W"ll,.,��RR� ETAIL 21
E11EiAIL D11
Q
O LO Lr)+ C' _ \ 2GI-DLu \
LINE WITH CL I RIPRAP
1B. RCP_ \ 173 ..
O Z t'2 REMOVE 2GI \ e' \� TON 244 SY
111 JB MH \
4r' \ ti —
O N C \ RCP- S B F O WOODS a 3
F FS
J F F F F / CONC 2GI R AND
2GI-D a C
Q 3
Cl)- --- i ---_ 10
- _ _ _ --- - — -- w V — — — „ a — — — _ — — _ — _ — —-`---_T W O
- . —
i -_ -----ter-_
- - - - --_-`r---�r------------ N O
REMOVE _ _ _ _ _ _ _ _ 7 boo _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ oQ------- W O
GI -A 3 „ R _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L7�90}00 _ _ _
Gr- - — _ W
24" RCP -III (Construct on 450' ra ius( ONC — — — — — 2GI I N
26n7 CABLE
--_111 2GI RCP -III W
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
z -
---- ~
_�- -=—RAIN � REM VE 2
DII
DI
F 2GI-D Cp CONC
e � CON F
C i
�— ADJUST 2GI .. \\ \ um VBF rrZ� CC1�
W2 ELBOWS.
C w
2GI-D-
15+00 G G F 3 s
F
E .. .. .. .. / / WOODZ
'S LT FRIP WOODS
7 LINE WITH CLASS I RIPRAP
RIPRAP AT EMBANKMENT
a \ 100 TON 141 SY
S 7L G PhiIC AL \
(fT w XDETAILSDIB
\ �� / G
O_
jBTEMPORARY SURFACELu S PATER I�ACTLO
M / CL B FRIP PIMPACT INL
DETAIL D18 2 TO SURFACE WATER
L RIPRAP AT EMBANKMENT 7 V V m ~
(Naito Scale( RIPRAP AT EMBANKMENT PERMIT DRAWING
i 10'min. \ / / \ 7 TON 7 SY SITE #1
0 Ditch SEE DETAIL D18 SEE INSET B SHEET 5 OF 11
Grade 1.0'mi 18"
Ii TEIV PORARY SURFACE
m WATER IMPACT ioo o goo
o GEOTEXTILE � �-LJ� ��
I N s SITE # h DENOTES IMPACTS IN DENOTES TEMPORARY GRAPHIC SCALE
N° Type of Liner= CL IRiprap Keyriprap into nataral9raaaa. SURFACE WATER IMPACTS IN SURFACE WATER

0, O _ _ _ ]007 Morehead Square Dr. PROJECT REFERENCE NO. SHEET NO.
DETAIL D31
z / 6/ A I n "� I Satire 610 R-0211EC 60
OUTLET CHANNEL 1 ETH� \ / I V %1 cnareauNC, 28203
( Not to Scale \ (\ \ J \ L .I,I�I --�/ / ///� / / / 1 / ` J I NC LICE NO. F-0165 RW SHEET NO.
PRorosrD ME­s vs.e x a rcx `� E---,D�CT\ ,/ / ROADWAY DESIGN HYDRAULICS
AD �f
LATE ��9v v - I� �� / �" /// / / / P H 2 C�v ENGINEER ENGINEER
/ / E
\ / ��c o — _ —C —DITC— _ IMppA11 1��//, ETAIL/
aw..oa _ AIL D 1,> ,\I / SC11�FpjC' kTT R �
D ar,s.%�_01 1�N ""SU_ENDENOTES IMPACTS IN � j �� ',/ ���,�� � ea3 _ �/� � �, i ./ �'�
v SURFACE WATER/ems, SITE #1 /
0
/ DOCUMENT NOT CONSIDERED FINAL
-L- STA. 789+30�e / / / / / / J UNLESS ALL SIGNATURES COMPLETED
DENOTES TEMPORARY / �/ /
/ / /i/ ,/ , / BLJTHE
�C sz, / �\ "MPAGpTS IN SURFACE /" / /' / ! / /_ . — T — —
X \ \ A1•E-R \ ` - / / / /� / /. _ W F ® DENOTES IMPACTS IN
O \ \ _ i \ SU FACE WATER
DE �H-:' S
WOODS DE
M AOCTS IN SRFACE WATER
— _—
` B i . v �- SITE #1
50 -// t � — SEE
INSET A
\\
/ p 1 �
LITERAL DITGH \ ` \ \�- \ / A%� �_ = _ �89� -z89= 1e9 6C-=089_ _ /,_.---- - _ = TEMPO Y SURFAC ;
WC
e R PRA — — - = - — — —
DETAIL D,0 v — use_ — — =WATE IMPACT= _
�`—v> ` SITE #1 NOTE:
THE EXISTING CULVERT IS NOT BURIED, THEREFORE o
THE CULVERT EXTENSION WILL NOT BE BURIED. THE / `" / vlj ✓ `(:
w o / . \ \ \ ��� BOTTOM ELEVATION OF THE EXTENDED CULVERT WILL ` ATE
- W/CEL, DITCH.� /ETAIV \\
W O MATCH THE ELEVATION OF THE EXISTING STREAM BED. E- AIL DST
W ���. — A \ �� A /. - �.✓/i/n//� /
O W Cn + / / -�_ - J A 1 2GI-D 1� ''3 / —,ate — — / i / ✓/ // / / / .� , /
N J / ,,n— »z — — _ - / \ - - �3 TON 24 _ Sy
W _ _ — _ — — _ — — _ - c —
REMOVE 2Gt' _
,ar
_ _ _
S _ 2GI
O (J I — —a< — - - �i .GONG -m<— — -- _ - - _ _ - - RAN J' -
—
v _
Cl)
- _- _ - i
Lu
Pn4nn_ — �. - - - - - - - - - - - - - - - ---_ _ - _ —_ _- _-- ---_
- �.r 7r.� _ _ = O
REMOVE..... I_A 3 " R o - _- J�-l�� -1 rA O
fsu -�
'� 24" RCP -III -(Cons rust on 450' ra ius) - - - - . - - _- - - sm- r _ 7_,9Q-1 00 - W +
LU
.2GI r y Os
Z ,
-� -----� us- -
__ _ -- _
I v �'°v F ✓_�- GRADE TO
E REM VE 2- ---- ----- --- .��_— _— I
/C F- -oI - _ _
0 2GI-D MIN
CP,
_ F/
F
�� _ C ADJUST 2GI
ro
i I�
c j -' _
E
`z _ woo s
// / w40D- I LIy E WiTh CLAiS I kIPRAP
- _ 7 �� RIP AT EMB�AKI NT
S y
-o - - - - - - - - - - - / r // \ 7 TO 7 Y / / 100 TOW 14 SY -
a
X _se7— 68s = _ /y:5E4:'
8z_ 'n3 ss / *YWIL
EMPORFACE_E ATER EE
--------_-67s
tT
1 6 IMPACT IN
DETAIL D18 I 2 TO
SURFACE WATER / .�
WM
- RIPRAP AT EMBANKMENT �,T / PERMIT DRAWING
rn (Not to Scale) - - i- -;;� / /
v v /- I RIPRAP T EM,BAN,KIv�E�IT _ � � � r � � � � � �
/ / TON/sY SHEET 6 OF 11
SITE #1 / , 1
D�t�n lo'min. / / / / ZL19€E mETAUL �1$ / SEE INSET B
ORARY SURFAC`� /
Grade }
WATER IMPACT ,m0� loo o loo
o GEOTEXTILE � / � _
N SITE #. -/ /� j / / DENOTES IMPACTS IN DENOTES TEMPORARY GRAPHIC SCALE
2—Type ofLiner= CL IRirrar Keyriprop into natural ground. SURFACE WATER IMPACTS IN SURFACE WATER

V/

h
O
W
0
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE
WATER
SITE #2
F - F
WOODS U m
F- SITE #2
j SEE INSET A
jM 2SF&BKD
ISF&BKD C CONS/
XI '. qti
t'fl o C
4 NC PooL
C J'� P Xa
-OUTLOICNANNEL POOL r - - - - -
13 TO S o
SEE DETAIL �D32
S E WOODS
OUTLET CHANNEL LATERAL BASE DITCH
24 TONS W/CL I RIPRAP
SEE DETAIL D32 SEE DETAIL D5
30" RCP -I
CO
NC
ISF&BKD
O
NC
113UTONS�ANNEL I SETA
SEE DETAIL D32
TEMARY SURFACE
r ATER IMPACT
OUTLET CHANNEL
24 TONS
SEE DETAIL D32
2SF&BKD I 12SF&BKD H �) I ISF&BKD MI ISF&BKD
0,00
00110 0
"( I J007 Morehead Square Or.
NC L
\7 Sui[e 610
[[e 28203
NC L/C NO.
F-0/65
11
P�
SITE #2 NOTE:
THE EXISTING CULVERT IS NOT BURIED, THEREFORE
THE CULVERT EXTENSION WILL NOT BE BURIED. THE
BOTTOM ELEVATION OF THE EXTENDED CULVERT WILL
MATCH THE ELEVATION OF THE EXISTING STREAM BED.
2SF&BKD 2SF&BKD X n 2SF&BKD
BK 2SF&BKD 2SF&BKD X
CONON-C Qe I N NC 2SF&BKD X
I-� � o�
WD X
CONC POST oN BK `pry CONC o G £
X
BLK WALL � 11
DIE]� �
�IM
3' 1801 X X 4s' 72XWD
1 L X X ..
72" WD .. .. ..
'y 1j�LANTER WOODS
WOODS ..
DETAIL D19
BANK STABILIZATION
( Not to Scale)
�J�tu�a 4 N,
Groun
c o r Refer n e Ian view
t for w�iicbank is to
be stabilized.
18"
CHANNEL BED
(Variable)
Tyoe of Liner = Class I Riprap
Key riprop into natural ground.
PROJECT REFERENCE NO.
SHEET NO.
R-0211EC
61
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3 BLJTHE
ISF&BKD
w -
r�2
—07 7
REMOVE. C_
SPECIAL CUT DITCH C C �-- —
2 SEE DETAIL D1
E 2=" RCP RC4" CONC CV
10
P-III s JB 2GI----_---- Ia B57 ------ ��_�� — --�T-« — — - _ = = - _ W O
OLu
—
10
—1-485 -ea-s esr _
-I-
—_
- -
S O
- - ---- - _ ---- ---
- - - - --
w +
W O
T——ULj^-------
— — +0
X: _ __ -- --
---
2 1 _
_
2GI
N O
O ----
_ _ _ _ _ _ _ _
;.7C�5+�Q 15" RCP -III REMOVE
_ —
_
LLI GD
W + _
2 -A �Crl _- _ -
15"
W r5"
to
_ - _ _ - _ -
_RCP-IIF_
--
N
^ CABLE
ULj
_ -RCP-III- _ _ - _
—_-------_
_
J--------
-----_ — — ---.
— S9 ,PCq— I-485 235'BS7
_ — —
I - - - - -d - - - - - - -
- - - - - _—---_ --_ - -
�I ------- Ia5'B57
::E---------
- ._—
-- — --- _--
REMOVEI.G DI
—C—
)
L/
WOODS
3
1 C 2GI-D
\
F F
B RIPRAP
Wo0D52 TON 7 SY
TOE PROTECTION
SEE DETAIL D22
BANK STABILIZATION
6 TONS
BANK STABILIZATION
SEE DETAIL D19
6 TONS
SEE DETAIL D19
JS
S�.
• •
• �
X 48" WW71S W -
SITE #2
00
SEE INSET B `
00
DENOTES IMPACTS I1`�
•
SURFACE WATER
DENOTES TEMPORAR`
IMPACTS IN SURFAC
WATER
I
- - - - - - - - �--- --INSET B 48"WW/ISBW .. ..
-- �- _ _—
TOE PROTECTION
SEE DETAIL D22
BANK STABILIZATION -
6 TONS
SEE DETAIL D19
-S IT E #2
rC
3
F
CL B RIPRAP
WOODS2 TON 7 SY
BANK STABILIZATION
6 TONS
SEE DETAIL D19
.� T ORARY SURFACE
WWW�MTER IMPACT
n` ® DENOTES IMPACTS IN
NI SURFACE WATER
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 8 OF 11
100 0 100
GRAPHIC SCALE

h
O
w
0
IT #2 13 TON$ AN`/`1NEL I1�1 E
DENOTES IMPACTS IN I
SURFACE WATER 9� \` \ SEE DETAIL D37
DENOTES TEMPORARY / \ \ I 16
TF69m
/ \\�l � SMPORARY SURFACE \ �
IMPACTS IN SURFACE
ATER, IMPACT,
=-6B$
WATER] BE
OUTLET CHANNEL \
s9 , 24vTONS \
\ —\\ SEE DETAILID32+ I \
DETAIL D19
BANK STABILIZATION
( Not to Scale)
Gounad MiN!s.�To RR
N'r n foref�i cst �l nk is }o
�e stabiPized.
18"
CHANNEL BED
(Variable)
Tyoe of Liner = Class I Riprap
Key riprap into natural ground.
"( I C-ha Morehead Square Or.
NC L
\7 Suite 610
[[e 28203
NC L/C NO.
F-0/65
PROJECT REFERENCE NO.
SHEET NO.
R-0211EC
61
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
11
�QQ DOCUMENT NOT CONSIDERED FINAL
- \\ ✓ \ see \ I s�\ \ UNLESS ALL SIGNATURES COMPLETED
SITE #2 NOTE:
F / F \ THE EXISTING CULVERT IS NOT BURIED, THEREFORE BLJTHE
_ THE CULVERT EXTENSION WILL NOT BE BURIED. THE
WOODS a 3 — — BOTTOM ELEVATION OF THE EXTENDED CULVERT WILL
— — MATCH THE ELEVATION OF THE EXISTING STREAM BED. \ sF&BKD
-m89-&2 F&BKD' ,PSF&BKD X) _t \ 2SF&BKD
kOE
2-I \/2�SETA 1 v 1 �
\S\ SF&BKDSF&BKD F&BKDR 2&BK,�n � n
CONC CONC r' ROCK/ICONCIIPCONCL
a/LD�JJ''�� r g_-- - _ - - 13 NE1Ll / / i_.. .p9 - °-�¢.°�>^ / - — — /� \ W�
SEE DETAIL I; .j�/ -( -/ I- i / / / ram X� X r ^ el �, / - LANTER X-s-72x —X
i\ � �°�s"v' I III \` �l"•"�z_.-I L //�//�� _� ( � I � /l �( 4�i'� .. \ � - - - � / _ ��=,�/00D5 --_- - -- � � � _ —
\ ERA AB \ E ITCH
ILA®'?VOS )157
S�DETAIL SD ADS�2 ,�
-
,
30 R&_l \ \— \� - �PECU1_oCUT=DITCH c_
24'RCP R NC �sa. _ � ^_- ___ - � _ _ - - - � _ � _ - - CV
�r
- _ � was
ten°
'0
:�«� _
)01 BST
W O
tee'-29-5'BST - - - _ <a^
/ I W
O _ � + vl O
Lu — — — — -- -- - -- — — — —
= O-------- _---- -- --- `— _--- ----
- ---- tD
tN O W O
- ��,rj %00 15" RCP -III REMOVE `aY - - 2 I - - _00
W r- 5 R -I - — — �GI- RCP71 - -
tA - -- -- -CAHLE - - _ _ - �uq - r_ _ JtC�lll- - - - - - - - - - - - - - - - - --
LLl - - - - -
J
—I-485_ 235BST
_ _ C
_ _ C
FS�\- — — —
C C C - - / - �, C C
F _ - —
C C
�s
F-- ~ F/—WO CC B _BR
// V ` �� - f' M �. \ \ /wrn �J
\ bYE T TON P7 SY
1 %t C ION ( BANK STABILI�A N ` \ / - - - \
SST DETAIL D2 \\I -�>z 6 TON - - - - 1 8• WW/ISBW
\\ \
7. § \ R
A�SIi17.�4T N \ . - SEE DETAIL &19 INSET V
\SEE VETAIC
\ n -
ff �_
682
67
> SITE#2 _ \ _ �� —y / =
SEE INSET B � \ "� 1� v -89- �� f\�v F�. ��` v F� _ CL B PAPRAP\\,-
1 \ I -W-OO-QS <I E� DENOTES IMPACTS IN
\} \ ( 12 TON m7 SY \ a _ `� v \ - ICCCCCC� ' SURFACE WATER
TOE I Pj2OC 1 ION l I 1 DENOTES TEMPORARY
\ SEED TAIL. D22 BANK STABILIZATION NI ® IMPACTS IN SURFACE WATER
6 TONS
DENOTES IMPACTS IN \ \ �AT4K� STAPPL12ATIO�N ��� �� SEE DETAIL`D19 PERMIT DRAWING
• SURFACE WATER \\6\�' NS �`� �� M ORARY SURFACE
�E �EETAIL�19 �:' ��� �s 'W T RI PACTSHEET 9 OF ��
\\\SITE
50 \ \ 0\ — / 100 0 100
DENOTES TEMPORARY S/9
IMPACTS IN SURFACE �- G PiiIC - - ALES �� ' / '\V GRAPHIC SCALE
WATER L— — — —

V/

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
790+00 -L- (LT)
Extend 6' x 6' RCBC
< 0.01
16
1
790+00 -L (LT)
Riprap Fill
< 0.01
< 0.01
34
19
1
788+50 -L- (RT)
Bank Stabilization
< 0.01
< 0.01
6
20
2
791 +30 -L-
Extend 72" RCP
< 0.01
16
2
791+30/792+70 -L-
Bank Stabilization
< 0.01
< 0.01
53
27
TOTALS*:
0.02
< 0.01
125
66
0
*Rounded totals are sum of actual impacts
NOTES:
At Sites 1 and 2, the existing culvert is not buried, therefore the culvert extension will not be buried. The bottom elevation of the extended
culvert will match the elevation of the existing stream bed.
At Site 2, <0.01 ac (26 If) of temporary impacts due to construction activities are included within the bank stabilization impacts.
Revised 2018 Feb