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ROWAN COUNTY

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ECT
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NORTH CAROLINA NCDOT
DNISION OF HIGHWAYS
ROWAN COUNTY
PROJECT:8J63/503 (1-25/ICB)
1-85 FROM NORTH OF SR 1002 (BR/NGLE
FERRY RDJ TO NORTH OF SR 2/20
(LONG FERRY RDJ NEAR SPENCER
SHEET lOF 35
DATE 8//0/05

WETLAND LEGEND
-WLB WETLAND BOUNDARY PROPOSED BRIDGE
wLB
WETLAND PROPOSED BOX CULVERT
WLB
DENOTES FILL IN PROPOSED PIPE CULVERT
WETLAND
®
12'-48'
(DASHED LINES DENOTE PIPES
DENOTES FILL IN
EXISTING STRUCTURES) 54' PIPES
SURFACE WATER
®
& ABOVE
DENOTES FILL IN
SURFACE WATER ~
SINGLE TREE
(POND)
®DENOTES TEMPORARY
FILL IN WETLAND WOODS LINE
®DENOTES EXCAVATION
IN WETLAND DRAINAGE INLET

DENOTES TEMPORARY
FILL IN SURFACE WATER ROOTWAD
DENOTES MECHANIZED
CLEARING
D
~ ~ FLOW DIRECTION ~ RIP RAP
Tom
- TOP OF BANK
yyE
ADJACENT PROPERTY OWNER
O
- - - - - EDGE OF WATER 5 OR PARCEL NUMBER
IF AVAILABLE
~
_ -
- _ PROP. LIMIT OF CUT
- - F - -PROP. LIMIT OF FILL ^ PREFORMED SCOUR HOLE
PROP. RIGHT OF WAY
LEVEL SPREADER (LS)
- NG NATURAL GROUND
- FL - - PROPERTY LINE ~ DITCH /
~
GRASS SWALE
- TDE - TEMP. DRAINAGE
EASEMENT
- PDE - PERMENANT DRAINAGE
EASEMENT
- EAB - EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB - EXIST. ENDANGERED
PLANT BOUNDARY
- ~ - -WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
- - - CORE OF FIBER ROLLS NCD OT
DNISION OF HIGHWAYS
ROWAN COUNTY
PROJECT:8J631503 (1 251ICB1
185 FROM NORTH OF SR 1002 (BRINGLE
FERRY ROJ TO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
SHEET 3 OF 35
DATE 8/10/05

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JAMES SMITH
DB. 629 PG. 858 i „ ~ ~ ss

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SITE l
CROSS SECT/ON VIEW NCDOT
D~/IS10N OF H/GNWAYS
ROWAN OWNTY
PROJECT:81631503 0 2511CB1
50 25 0 50 1-85 FROM NORTH OF SR 1002 (BRIMG(E
FERRY RDJ TO NORTH OF SR 2120
GRAPHIC SCALE 1 ' = 50' (~~ FERRY RDJ NEAR SPENCER
SHEET 5 OF 34
DATE 2/15/05

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660
150 100 50 0 50 100 150
SITE 2 NCDOT
CROSS SECTION VIEW DN1S10N ~ r1~~nvAYs
RaWAN ~~
PRDJECT:8J631503 (1 251~B1
50 25 0 50 1-85 FROM NORTH OF SR 1002 (BR/NGLE
FERRY RDJTO NORTN ~ SR 2120
GRAPHIC SCALE i ' 50' (LONG FERRY RD.! NEAR SPENCER
SHEET 7 OF 35
DATE 8/10/05

~
O CLASS B RIPRAP;
C
DO NOT PLACE RIPRAP
~ ~
/ WALLACE PROPERTIES
DB. 644 PG. 683 z
IN STREAM BOTTOM N ~
15.67 Ac ~ W
d N
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PFSH
RIPRAP~ HW '
R _. ,~
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a'~ TS
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18" RCP 52A 2G1
?GI EMOVE 2GI & TIE ~
EXIST. 18" .RCP's- W/COLLARS
52B

RETAIN
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2
ro
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RETAIN & ADJ T TOP 2GI

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62' S8' 52.20" E _ -

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SITE 3
NCDOT
_, _.
_ _ PLAN V lEW
DNISION OF HIGHWAYS

_ 60 30 0 60 ROWAN COUNTY
PROJECT:8J631503 (I 2511CB1
G RAPHIC SCALE 1 ' - 60' 185 FROM NORTH OF SR 1002 (BRINGLE
FERRY RDJ TO NORTH OF SR 2120
- - ®DENOTES FILL IN (LONG FERRY RDJ NEAR SPENCER
SURFACE WATER
~ SHEET 8 OF 35
DENOTES TEMPORARY
®FILL IN SURFACE WATER REVISED 8/10/05

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. SITE 3
CROSS SECT lON V l EW NCDOT
DVVISION OF HIGHWAYS
ROWAN COUNTY
PROdECT:8J6.31503 U 2511CB1
50 25 0 50 185 FROU NORTH Of SR 1'002 (BRINDLE
FERRY RDJTO NORTH OF SR 2120
GRAPHIC SCALE 1 ' = 50' (LONG FERRY RQ1 NEAR SPENCER
SHEET 9 OF 34
DATE 2/15/05

s
RETAIN

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TEMPORARY IMPACT \ ~
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-CRPIC SCSta.16 30A0
fC- TSSta.-l~+ 0.00 60 30 0 60
GRAPHIC SCALE 1" - 60'
DENOTES
® TEMPORARY FILL IN
V SURFACE WATER
DENOTES FILL IN
DENOTES MECHANIZED
/
J ~ v ®
~
SURFACE WATER • CLEARING
1 12 NCDOT
'~~~~ ~ DNISION OF HIGHWAYS
NEW HOP IST CHURCH ROWAN G10UNTY
DB. 576 PG. 886 PROJECT:8J631503 (1 2511CB)
/ 1-85 FROM NORTH OF SR 1002 (BRINGLE
oB. 613 PG. 853 FERRY RDJ TO NORTH OF SR 2120
DB. 632 PG. 092 (LONG FERRY RDJ NEAR SPENCER
24.41 Ac SHEET 10 OF 35
REVISED 8/10/05

760 760
740 740
-CRP16- -CL- -CRP1C-
720 11.80.03 700*00.00 15.00.41 720
700 ~ ~ ~ ~ 700

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100 50 0 50 100 150
SITE 4
CROSS SECT lON V lEW NCDOT
DIVISION Of HIGHWAYS
ROWAN COUNIY
PROdECT:8~31503 (1 251~B1
50 25 0 50 --+85 FROM NORTH OF SR 1002 (BRINDLE
FERRY RDJTO NORTH OF SR 2120
GRAPH I C SCALE 1 ' 50' (~~ FERRY RQ1 NEAR SPENCER
SHEET /l OF 35
DATE 8/10/05

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SITE 5
CROSS SECTION VIEW
NCDOT
DIVISION Of HIGHWAYS
ROIYAN COUNTY
PROJECT:8J631503 U 2511CB1
20 10 0 20 / 85 FROM NTH OF SR 1002 (BRINDLE
FERRY RDJTO NORTH OF SR 2120
GRAPHIC SCALE 1 ' 20' (LONG FERRY RQ1 NEAR SPENCER
SHEET 13 OF 34
DATE 2/15/05

rA
-------
------- ----------------------------------
8' x 6' BOX CULVERT
-
- -
- -
- -
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- -
- -
- -
- -
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------- 8' x 6' BOX CULVERT
----------------------------------
A
25 - 6'-O" x l4'-O" SLABS
l50 ft TOTAL LENGTH OF TEMP CULVERTS
~ TEMP CULVERT UN/TS
i -Y13- EXISTING GRADE
- - - - - - - -
- - - - L
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SITE 5
- -
DETAILS
l2" REINF
CONC SLAB NTS
8' x 6' BOX CULVERT
BOTTOM OF CHANNEL ELEVATIONS
PER CULVERT SURVEY REPORT
8' x 6' BOX CULVERT
SECTION A-A

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BE ABAN~~EO
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, =, --r-.. ; DNISION OF HIGHWAYS
TOE PR TECTI _ _
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-- '.~-- -CL~ ROWAN CO(INTY

PROJECT:8J631503 (1 2511CB1

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1~5 FROM NORTH OF SR 1002 (BRINGLE
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N ~ FERRY RDJTO NORTH OF SR 2120
. (LONG FERRY RDJ NEAR SPENCER
417 ~a ~' ~ SHEET 15 OF 35
PLUS ~' PL ~ REVISED 8/10/05

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620 620
100 50 0 50 100 150

SITE 5B
CROSS SECT lON V lEW NCDOT
D~,S-~ OF H~1~vAYS
ROWAN COUNTY
PROJECT:BJ&31503 (1 251~BJ
50 25 0 50 1-85 FROM NORTH OF SR 1002 fBR/NGLE
FERRY RDJ TO NORTH ~ SR 2120
GRAPH I C SCALE 1 ' = 50' 1LONG FERRY RDJ NEAR SPENCER
SHEET Il OF 35
DATE 8/10/05

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1 27
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R. L. RUSHER AND WIFE
~ STELLA MAE RUSHER ~
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DB 428 PG 213

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~ DNISION OF HIGHWAYS
o ~ o ~ ROWAN COUNTY
H ~ PROJECT:8J631503 (1 25UC81
' 185 FROM NORTH OF SR 1002 (BRINGLE
FERRY RQ1T0 NORTH OF SR 2/20
(LONG FERRY RDJ NEAR SPENCER
SHEET 18 OF 35
REVISED 8/10/O5

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ELEV. T1M5
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P eEGIN FRDNT SLOE -CY13- GRADE DATA
-CY13- GRADE DATA S
AN A SPAN B SPAN C ~. ELEV. ~~
BEGIN FRONT SLOPE
~~ G.P. ELEV. 673J38 FIX FD( EXP.
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' •ATER SURFACE ^ATER SURFACE ~
APPROXIMATE LINE
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IIYORAIIIC DATA ELEV. 610: TOCAmc ~~
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FR601F1CY of o6aa F1D00 w rR
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BENTS di SECTION AT RIGHT ANGLES TO BFMS _ __
REOIRRElENTSNOF TFE AASIRO TANDARD SPECIFIC~TINONS
fOR SEISMIC DESIGN OF ID:GHNAY BRIDGES FOR SEZSARC

OVFATOPPDIG FLOOD DATA 261'-00' OzLL FACE • F10 BENT 1 TO FILL FACE P END BEM 2) •+1 PFAFORYANCE CATEGORY A.
g2~-0• *~ ~. ASSUMED LIVE LOAD • H520 OR ALTERNATE LOADING.
OV61fIOF-DN DISOYIIIIE • M/A fF5 -0' ~
NltlaCT OF OYEIITQ-Li FLOOD• 800 YA 77'0• /•
175'-G• •#
01kRTOP-DN FLOOD EtEVATI011 • MiJ
•
• I j I
s ~

o '~
I ~~ ~
P

70~ w
~ ~F '
~ RA~~ S i

CL
A55
I ~ BEGIN FRONT SLOPE
~Amr +~~ G.P. ELEV. 673.138 R
~ ~ ~ I ^ AP. CP. ELEV. 681.728
~ -
~ 22•00 - ' - - - - - - 23+00 - I - -
_ 1t ~ ~rvo m"°.n
~
FILL iACE •
BENT 1 . RO TANGENTI I ~ I I

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1
I I I I END
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1
I TOP OF BANK I I T OF BANK
•iK ARC DIIENSION ALONG E SUtVEY -CYLT-
PLAN
NCDOT
DNISION OF HIGHWAYS
N . T . S . ROWAN COUNTY
PROJECT:8J631503 (1 25UC81
I-85 FROM NORTH OF SR 1002 (BRINGLE
FERRY RDJ TO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
SHEET 19 OF 35
REVISED 8/10/05

~\ ~ CWy
\
C'rL ~~
,
~ ~
• ~
-T/- N 60' S4' 11.4" E ~.~
. ~3
R. L. RUSHER AND WIFE ~.~~ ~~~ ~ ~ ~ ~\~ ~' I' ~ ' I' ~ ' I ~ ~ ~ I, ~ , , .
~+~
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~'
STELLA MAE RUSHER , ~}~ ~
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DB 428 PG 213_______ ~_-__-__-__~~
- ~ - T9.65 Ac ~~ ~ TIE TO EXIS ING STREAM BAA~R'
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._
PLAN VIEW ~
NCDOT
60 30 0 60 DNISION OF HIGHWAYS
ROWAN COUNTY
GRAPHIC SCALE 1 ' - 60' - - - - _ _ PROJECT: 8J631503 (1 2511C8J
- - - - - _ 1 E5 FROM NORTH OF SR 1002 (BRINGLF
oENOrES FrLL rN - ~ -
®suRFACE warER FERRY RDJ TO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
®F~NOTSURFACEUW~ER / SHEET 20 OF 35
-~ ---• • REVISED 8/10/05

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• I
/
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ta
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•
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ES E• EpTIND
/ JAM ND WIFE
40 A
TIN
NCDOT
F. Ep
~
HAZES pG.95
DNIS/ON OF HIGHWAYS
/ 60 30 0 60 oB• ~5o pAG601
0 104.90 ~~ ~~.
PROJECT:8J631503 f/ 2511CB1
/ GRAPHIC SCALE 1 ' - 60'
SlT E 6
® DENOTES FILL IN
SURFACE WATER I B5 FROM N~4TH OF SR 1002 (BRINGLE
FERRY RDJ TO NORTH OF SR ti2o
(LONG FERRY RDJ NEAR SPENCER
PLAN V lEW
SHEET 21 OF 35
®~ ~NOTSURFACE WATER ®WET~AND FILL IN DATE B~IO~OS

760 760
-CSRB- -CRP2B- -CRP2B- -CRP2C- -CSRC-
740 27.51.18 11*44.61 772.25.00 11.03.35 30.19.70 740
720 ~ ~ ~ N ~ ~ 720
700 SoSw 69,789 ~
~-- ~ C9 ~ 700

686.760 _
-
~
3
680 681.451 ~
~ _ _ ~ 680
~~ -~ __

660 _
Se Se 656°584
660
100 50 0 50 100 150
SITE 6

CROSS SECTION VIEW NCDOT
DNISION OF H~HWAYS
ROWAN COUNTY
PROJECT:81631503 (1 2511CB1
50 25 0 50 --$5 FROM NORTH OF SR 1002 (BRINDLE
FERRY RDJ TO NORTH ~ SR 2120
GRAPHIC SCALE 1 ' = 50' (LONG FERRY RDJ NEAR SPENCER
SHEET 22 OF 35
DATE 8/10/05

760 760
740 740
720 -CSRC- 720
28.50.00
700 ~ 700
~
~
680
` - - --~
680
_
_
~ ~ So So 66908~~
~ --
_
660 _
660
SoS, 6590217
100 50 0 50 100 150

SITE 6
NCDOT
CROSS SECTION VIEW DN-S-av OF H~HwarS
RUNAN COUNTY
PROJECT:81631503 (1 250CBJ
50 25 0 50 1-85 FR011 NORTH OF SR 1002 (BRING(E
FERRY RDJTO NORTH OF SR 2120
GRAPH I C SCALE 1' = 50' (LONG FERRY RDJNEAR SPENCER
SHEET 23 OF 35
DATE 8/10/05

FS
ADJUST 2G1 DO

552

o
_ ~
~
-

- z
°
~'RETAIN ~ RETAIN
E DI -
- -
- - 560
- -
NG CELLAR & EXTEND R - - -
557 - -
__
2GI
- 2G
OVE° 2G1
551 ~~' R VE D WW CE o 15" RCP
15" RCP
~
15" RCP i2" oNC 15" RCP
2GI 553 2GI
559

~ 50 ~ cv 30" R$ °o 2GI o ~, 558
0 0 0 30" RCP ~ ~ o o ~ _
15" RCP

18" RCP
' ~LATERALV-DITCH SS B RIP P ~~S ~ ~ ~ '-------- ~---
~
~
~'
R 4' BASE TCH RIPRAP
ON SIDE OPES DO NOT _
'
'
CLASS B RIPRAP
IN BOTTOM O DITCH R
_
SRD- PCC .35+56.63 ,p
65 Sl~~ ~~ ® ~UR~ACE WATER
PLAN V lEW
®~ ~ NOTSURFACE UW~ER

- DB 803 PG 4 4 60 30 0 60
DB 803 PG 14
GRAPHIC SCALE 1' - 60'
BLANCHE I . MILLER
DB. 513 PG. 307
5. 00 Ac
NCDOT
TEDDY K. BARNE DNISION OF HIGHWAYS
65 AND WIFE ROWAN COUNTY
PHYLLIS B, BARNES PROJECT:8JS31503 (1 2511CB1
DB: 520' PG. 353 1~5 FROM NORTH OF SR 1002 (BRINGLE
2. oo Ac FERRY RDJTO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
SHEET 24 OF 35
REVISED 8/10/05

760 760
740 740
-CSRA- -C~- -CSRD-
720 31 87.16 807*50.00 36 40.57 720

700
~
~ ~--~
~
700

680 S.S._ 684.7 __ _
680
_ _ _
683.825 S.S. 681.4~~ ~ ~
S.S. 666.~m2
660 _ _
\ ~ ~-- - ~ ~ - 660
100 50 0 50 100 150
SITE 7A
CROSS SECT lON V /EW NCDOT
DNISIOIV ~' H~HWAYS
ROWAN CWNTY
PROJECT:8J631503 (1 251/CBJ
50 25 0 50 1 B5 FROY NORTH OF SR 1002 (BRINDLE
FERRY RDJTO NORTH OF SR 2120
GRAPHIC SCALE 1 ' 50' (LONG FERRY RQJ NEAR SPENCER
SHEET 25 OF 35
DATE 8/10/05

I
N _ I
~ n
~
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I

n
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~ 8/4 j PAUL HINKLE
~

n o
~ REBECCA
\ H/
l g ~ ~
SITE 7B NCDOT
PLAN V lEW DIVISION OF HIGHWAYS
ROWAN COUNTY

60 30 0 60 PROJECT:81&31503 (1 2511081
I,B5 FROM NORTH OF SR 1002 (BRINGLE

GRAPHIC SCALE 1 ' - 60' FERRY RDJ TO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
®DENOTES FILL IN ® DENOTES TEMPORARY
SURFACE WATER FILL IN SURFACE WATER SHEET 26 OF 35
REVISED 8~10~05

760 760
740 740
720 720
-CSRA- -CL- -CSRD-
700 36+62.16 812+25.00 41+15.61 700

6' N
~

680 ~
~
~ CD
~ 680
---- -
660 - - - - __
691 ~ -
S
S
662 ~
~
~- -~ ~S_S_ 656.317 ~ ~ - - - 1
_ _ _ _ _ 660
- - _
.
.
.
~ -- -----1----ffi523~~~E~c~BL-=~~ -----
S.S. 654.719
100 50 0 50 100 150

SITE 7B
NCDOT
CROSS SECTION VIEW
DNISION of H~HWAYs
ROWAN GOUNTY
PROJECT:8~31503 (1 251~BJ
50 25 0 50 1 e5 FR011 NORTH OF SR 1002 (BRINGLE
FERRY RDJTO NORTH ~ SR 2120
GRAPH I C SCALE 1' = 50' (LDIVG FERRY RDJNEAR SPENCER
SHEET 2l OF 35
DATE 8/10/05

27 ~ ~ ~/ ~~
R• L• RUSHER `p~F~
AND
STELLq MAE RUSHERE ~ ~
p~
DB• 286 P ,
G 144
1 RVS~~~ S`~`~~
1.40 Ac ~ Z
~ ~
~ ~~
~•

75

N
~ ~ p S
~~ s R
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c
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gz s
a
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U F O LL. ~ ~NWNMMi
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e
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~ ~ (~ ~
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~ :` J
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F
~
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-

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_ 70
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-
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b N58
,:':~',• ~ ~ o

27 -~ - -- _

R. L. RUSHER AND =

~ __
~ --
`+~ _` ~
STELLq WIFE = R
MAE RUSHER ~ s

DB.286 PG
.
N s
. 144 ~
4r' N
OWN
M
'
SITE 8 ~ / p3~a ~
-
0
J°°
PLAN VIEW 0
a
~
a
a NCDOT
60 30 0 60 3 ~~ DNIS/ON OF HIGHWAYS
GRAPHIC SCALE 1' - 60' ~'~ ~~
PROJECT: BJ&31503 U 2511CB1
® DENOTES FILL IN
SURFACE WATER ® DENOTES TEMPORARY
FILL IN SURFACE WATER 185 FROM NORTH OF SR 1002 (BRINGLE
FERRY RDJ TO NORTH OF SR 2120
DENOTES FILL IN
®WETLAND (LONG FERRY RDJ NEAR SPENCER
DENOTES MECHANIZED SHEET

CLEAR/NG REVISED 8/10/05

760 760
740 740
~ ~
720 J 720

700 ~ ~ 700
Q Q -CSR1-
680 0 ~ 73.00.00 680
O N
m C`'~
660 Q Q ~ 660
640
3 ~
- _ - `-`J `-`J _ 640
Soso 6410238 S,So 641,~3~
100 50 0 50 100 150
SITE 8

CROSS SECTION VIEW NCDOT
DNISION OF H~MVAYS
ROWAN COUNTY
PROdECT:8J631503 (1 2511CB1
50 25 0 50 1-85 FROM NORTH OF SR 1002 (BRINGLE
FERRY RQllTO NTH OF SR 2120
GRAPHIC SCALE 1 ' 50' (~ FERRY RQ1 NEAR SPENCER
SHEET 29 OF 35
DATE 8/10/05

2G1
-
/ _
- - _
/ _ _ - - - o -
~
S
~~~ ~ FM
~
~~~
~~" ~
~e
~ DJUST 2GI
~ RETAIN
-
_

\ z - ~
- o o

ti : _ _-
~~,_
18" RCP
~' ~ ''h ~' ~ F TS ~F

TOI,~,H ~ CLASS B RIP ~ ~
EST. 3 TO
EST. 10 S. . F. F
PROP EXTENSION _ , CRFFk k'F
4 - 13' x 11' RCBC
END WW FENCE TDE TDE E BEGI F CF
FLOODPLAIN BENCH
3 ~F

BURLENA N. LYE
13.09 Ac ~~
LY

\
SITE 9 \ ~ ~
PLAN VIEW ~ NCDOT
EXCAVATION OF FLOODWAY BENCH
DNISION OF HIGHWAYS
60 30 0 60 s3z ~ „ ROWAN COUNTY

GRAPHIC SCALE 1 '
- 60' ~
2
,~
~ PROJECT:8J631503 U 25/1CB1
~ \ I B5 FROM NORTH OF SR 1002 (BRINGLE

® DENOTES FILL IN
® DENOTES TEMPORARY szs
0
50 100 FERRY RDJ TO NORTH OF SR 2120

SURFACE WATER
FILL IN SURFACE WATER (LONG FERRY RD.! NEAR SPENCER
FLOODPLAIN BENCHES SECTIN SVIEW SHEET 30 OF 35
REVISED 8/10/05

61+00 65+00 66+00 67 •A• PROTECT N0. t NNE-~-JtlT31
N.P. n - eECni BRIDGE SPAN A SPAN B SPAN C
srA. o -s - N.P. M - F!D BRIDGE ~-
GP. ELEV. 661.093 STA. 66+6 - -
,{80 GF. ELEV. 656.699
100 YEAR HATER SINFACE
NA
~
~A~
X70 F1.. 618.8
1.61
E

FILL
~0
EXP•
FIX FIX
FIX i FIX PROPOSED GRADE

'
i50 aASS II
RTI W~

~ HATER SItIFACE ~
EL 6395
15 115LOPE (TYPJ EXP.
fIJORMAL TO CAP)

FILL

-O.M93X - - - - 1
- - - -
- - -
- ~
1 ~ ~ ~
. ~
}- - - -
- -
~ ~ELEV
It -'
6M N.
- - - - -
X10
1
A.
9
00
PI ~ ~
/
615
61 - - - -
~ `F1EV .
.
R
IM
~ ELEV. 613.6!
~
1~
~
VC
LELEV. WL3t
i30 ELEV. 678.123 ELEV. N3.9* .
.
ELEV.6M.33
ELEV. 6M23
YP
BENTS)
`ELEV. 611.0= APPROXDIATE LINE
IP 12 X 53
STEEL PILES OF EXISTING GROIOD
F1EV. 637.61 ELEV. 637. 6: Rte' ~ BENTS)
-SR1- GRADE DATA
'~0 END BENT 1 BENT 1 BENT 2 END BENT 2
HYORAILIC DATA SECTION ALONG SURVEY -SR1-
~~ D>Sp(AK~ •1080 dT's BdTS ON SECTION AT RIGHT ANGLES TO BENTS
FlIiAIN)ICY OF OESIBN limo . SO YR NOTESI
OE51:IN MIOM MTEN FIEVATI011 . Mel
K t ~~
TIQS BRIDGE NAS BEd DESIGNm IN ACCORDANCE NITN TIE
~~~ APEiI REOUIREIfNTS OF THE STANDARD SPECIFICATIONS FOR SEISMIC
BASIC WSC11111BE ~~) • 1n0 CFY
tASiC N[il u7R 6lEVAT1XM • i/1S
~'
~
• E1P BENT 21 DESIGN OF HIGHNAY BRIDGES FOR SEISMIC PFAFdN1ANCE
CATEGORY A.
'(+
M• ffACE OF BACK ALL O END BENT 1 TO iACE OF BACK ALL
92'-0•NI• gl'-6'''Ak0 ASSIAED LIVE LOAD = H520 OR ALTERNATE LOADING.
OVERTOPPING FLOOD DATA e5•-o• rr
ovtNtarnq 6ssuIAROE •+xoo cFS

FINAINIICY OF OYFNTOMLIt FIDOD• BIM M I
OVFRTCP-LIO A000 ELEVATIOII •f60.7

~ SIttVEY -SRi-
. , ~ aASS II
RIPRAP ~.
TO
~ ~ -/1 F ACE A
~
END 1
`*9

~
\ \

~
FILL F CE O A. + - 1- , ~ ' '
E10 BENT 2 67!00 ~ ~
~ _ • ~ ~ NF •3 00
~~_
I
~- _ _ - - ~
Z1
TO SR
~~
~ 65+00 _-~ d
-~
~ 66+00 ~O.
52'-11'-21'
_
+ _
- ~- y-_- RO TANGENT)
12•-58'-OY ~ -
- ~ - - •
A
1 - -
ITO TANGdT) \ •
RO TANGENT) (TO TANGENT)
\ \ - O

-SR1' CLASS II
RIPRAP

~
PI Sta 6M30dB
•
'
'
~• 76
-29
-09.6
ILTI
L ~ 16•~-1~5;7-800.0'
3 ~~
`i

T : 7n St• .
s
R =916.73'
.
~

PLAN p
\
~
~`
~•
+Itit MC OD,EtSION u.oNC E sleevEY -SRI-
NCDOT
DNISION OF HIGHWAYS
ROWAN COUNTY
PROJECT:8J631503 (1 2511081
1 85 FROM NORTH OF SR 1002 fBRINGLE
FERRY RDJ TO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
SHEET 33 OF 35
REVISED 8/10/05

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Sydbn Syiuahie f/llM Terpo-f/NM ExeaNarkn M INaMMrd CNarMp Fl//ln SN' FllIM S1Y TeepflNM Ex/all~p Clianrd AldtrdSYreau
SMe llb (fign~/Td S/s / 7yp N~dkMe fad MY//arde foal MyNande fad (MdAod ///1 fad fMdu-dl foal (fbdl fad S11' !ad /npadbd fR1 QM-pi fN-l
l 617+~i-fLT/ATJ 30"RQP 0 0 0 0 OdD 0 QOOYi ~q2 0
Y 6!>~-i~LT/ATJ d0' ACP 0 0 0 0 OQ~ 0 0~ l~3 0
3 419+s-~RI~LT1 ~/iCP 0 0 0 0 0007 0 OGOI ~ 0
4 G'/iP~ ~~00 ~IxP 0 0 O 0001 QQBD 0 Oa02 ~ 0
S CftPIB B~ 1b
IaRPM 86iDD NgME 0 0 0 0 Q6p 0 0 864 /J1^5
6 3/~MO -LSIiC- (LT1 NONE 0017 0 0 0 OOQ9 0 Oi00- 800 O
7A 807+60-1- fRT1 ~/~ RQP 0 0 O 0 Q087 0 QD01- A6t 0
~e -~- rcTil~r~ ~„e~Rraec o 0 0 o Oo~o 0 oars eoo 0
a ~~ -~-- ~ ~ o o a~ oaa o oaa 83 0
9 71~i~5-L~LT/Rr1 1~N'x~?'/iCBC 0 0 0 0 0160 0 QQl7 N4 0
b ~ 5 1b 616f~.S 3-epa~- Arldm 0 0 0 0 0000 0 0 0 0

~~ 0.347 0 0 0/lP Qa616 0 0017 80~ ~A5
SITE 3r 8Qr11 abee not regVro mfrlOaBar~
S/TE & I '~.DGes Iid roqulro Mll~dlan
37~-.Diaee roquiro mM>pal/on
S/lE 7Ar A68NI.Qcer nd roqulro MI/Oallan.
S/lE 8i 85'r7 abes nd roqulro MNynllan
TentOerary in-alreom want aronr ~ 800 /liaar fed fQ047 aararJ.
NCDOT
DNISION OF HIGHWAYS
ROWAN COUNTY
PROJECT:8J631503 fl 2511CB1
1 85 FROM NORTH OF SR 1002 (BRINGLE
FERRY RDJ TO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
SHEET 34 OF 35
REVISED 8/10/05

PARCEL N0. NAMES ADDRESSES
l KEV/N CAHOON P.O. BOX 1155 THOMASVILLE N.G 27360
2 JAMES E. SMITH 453 STEEPLECHASE TRAIL SALISBURY N.C. 28/44
9 WALLACE PROPERTIES 30/ N. MANN ST. SALISBURY N.C. 28/45-0/02
l0 VOYLS W. & SHARON TYSINGER 740 CHOATE RD. SALISBURY N.C. 28/46
l2 NEW HOPE BAPTIST CHURCH 830 CHOATE RD. SALISBURY N.C. 28/46
l6 OLIN E. STAMPER & WIFE 308 HENDERSON ST. SALISBURY N.C. 28/44
l4, l7, 27 ROBERT LEE & STELLA RUSHER 72/ ANDREWS ST. SALISBURY N.C. 28/44-87/4
28 CECIL B. DAY COMPAN/ES, INC. 7000 CENTRAL PARKWAY NE STE. 850 ATLANTA G.A. 30328
29 DEBORAH T. AREY 2685 PROV/DENCE CHURCH RD. SALISBURY N.C. 28/46
37 BURLENA N. LYERLY l03/ OLD MOCKSV/LEE RD. SALISBURY N.C. 28/44
65 MARY LONG OVERNICE DR. SALISBURY N.C. 28/44
67 TEDDY BARNES & WIFE 405 WILLOW CREEK DR. SALISBURY N.C. 28/46-2469
l8A CLARICE H. & KAREN L ROE 2 LAUREL BROOK CT. GREENSBORO, N.C. 27407 5037
40 JERRY J. TREVEY & WIFE 427 R/CHMOND RD. SALISBURY N.C. 28/46
JAMES E. EPUNG & WIFE
68 HL HINKLE JR. 655 HACKETT ST. SALISBURY N.C. 28/46
69 PAUL HINKLE & WIFE 445 H/NKLE LN. SALISBURY N.C. 28/46
73 W/LUAM D. MORRIS & W/FE /l0 SCOTTSDALE DR. SALISBURY N.C. 28/46
NCDOT
DNISION OF HIGHWAYS
ROWAN COUNTY
PROJECT:8J631503 (1 2511CBJ
1-85 FROM NORTH OF SR 1002 (BRINGLE
FERRY RDJ TO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
SHEET 35 OF 35
REVISED 8/10/05

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LOCATION. RECONSTRUCTION OF I-85 FROM NORTH OF SR 1002
(BRINGLE FERRY ROAD) TO NORTH OF SR 2120
(LONG FERRY ROAD)
TYPE OF WORK GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING,
GUARDRAIL, STRUCTURES, CULVERT EXTENSIONS fy
INTELLIGENT TRANSPORTATION SYSTEMS
BEG/N STATE PROJECT 8J63l503
BEGIN F.A.PROJECT IR-1M-85-3(132174
-L- STA,633+00.00
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X02 END FAPROJECT !R-lM-85-3(!32174
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CLEARING GN THIS Pr^rOJECT SNACL 8E PREFORMED
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50 25 0 50 100
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PROFILE (HORIZONTAL)
10 5 0 10 10
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PROFILE (VERTICAL ,
DESIGN DATA
ADT 1495 = 47600
ADT 2010 = 851D0
DHV = 9 %
D= 55%
T = 27 %'
Y = 70 MPH
TTST=21% DUAL=6%
1
PROJECT LENGTH Prep7red !n fhe 0((ICC d:
DIVISION OF HIGHWAYS
1000 BIRCHRIDGE DRIVE
RALEIGH.NORTH CAROLINA 27610
LENGTH ROADWAY F.A.PROJECT !R-IM-85-31!32174 = 3.382 M1. ivrssreNDeRD sPRCrPJC,~rmNs
LENGTH ROADWAY F,A.PROJECT 1R-IM-85-31132174 = 0,027 Ml,
TOTAL LENGTH STATE PROJECT 8J631503 = 3.409 Ml, RIGHT OP WAY DATE; ROGER D. THOMAS, PE
NOT AUTHORIZED "~`~`~ R"G`~"
0.36 MILES OF THIS PROJECT ARE WITHIN THE MUNICIPAL LETTING DATE; SAMUEL L ST, CLAIR
80UNDRIES OF EAST SPENCER _AUGUST 19.2003 PROJBCT DssIGN RNCABRR
HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
ROADWAY DESIGN STATE DRSTCN RNCARRR
fiNGINfiER DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATIOD
. ..._.. P MPROVRD

PROJECT REFERENCE N0. SHEEP N0.
1-2511 CB 4
RW SHEEi N0. Q
ROADWAY DERON
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ENGINEER

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FOR -LREV-/-L- PROFILE SEE SHEET 25
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FOR -RP1D- PROFILE SEE SHEET 36

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nexa sr•n nwecr yeuwn *o no
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~ 8,1631503 __ IR-IM-851132174 PE
LOCATION.• RECONSTRUCTION OF 1-B5 FROM NORTH OF SR 1002
(BRINGLE FERRY ROAD) TO NORTH OF SR 2120
(LONG FERRY ROAD)
TYPE OF WORK GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING,
GUARDRAIL, STRUCTURES, CULVERT EXTENSIONS f7
INTELLIGENT TRANSPORTATION SYSTEMS
BEGIN STATE PROJECT 8J631503
BEGIN F.APROJECT /R-IM-85-3(132174
-L- STA, 633+00.00
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~y ~,b SPENCER
~ ~~~5~ yeti E0, -L- POT 708+46.43 LB =
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r~ 11
PROFILE (HORIZONTAL)
10 5~~ 0~ 1W~0 J20
~11PROFILE (VERTICALI ,
DESIGN DATA
ADT 1995 = 47600
ADT 2020 = 85100
DHV = 9 %
D= 55%
T = 17
Y = 70 MPH
* TTST=11°k DUAL=6%
PROJECT LENGTH Prepore0 !n tfe Office °f:
DIVISION OF HIGHWAYS
1000 BIRCHRIDGE DRIVE
RALEIGH.uORTIi CAROLINA 27610
LENGTH ROADWAY F.A.PROJECT IR-IM-85-3(132174 = 3,382 M1. /u~ssrenmaRn sPacmcermvs
LENGTH ROADWAY F.A. PROJECT 1R-IM-85-3(132)74 = 0.027 Ml,
TOTAL LENGTH STATE PROJECT 8J631503 = 3.409 Ml. RIGHT OF WAY DATE; ROGER D. THOMAS, PE
NOT AUTHORIZED PR°facrRKC,~Rs
0.36 MILES OF THIS PROJECT ARE WITHIN THE MUNICIPAL ~TTrn'G DATE. SAMUEL L ST. CLAIR
BOUNDRIES OF EAST SPENCER _ AUGUST 19.1003 PROJSL7 DRS70N BNGAI~dBR
HYDRAULICS ENGINEPB DIVISION OF ffiGHWAYS
STATE OA NORTH CAROLINA
ROADWAY DESIGN sr~n Dasfcx RNGLYRRR
ENGINEER DEPARTMENT OF TRANSPORTATION
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REVISIONS
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Variables Existin Channel Pro osed Reach USGS Station Reference Reach
1. Stream a G4 C4 NONE E4
2. Draina a area D.A. 16.3s .mi. 16.3s .mi. 1.9s .mi.
3. Bankfull width Wbkf 40ft. 45ft. 21.5ft.
4. Bankfull mean de th dbkf 3.6ft. 3.6ft. 2.Oft.
5. Widthlde th ratio Wbkf/dbkf 11 12 10.8
6. Bankfull cross-sectional area Abp 138s .ft. 140s .ft. 42.8ft.
7. Bankfull mean velocit Vbkf 3.1f s
8. Bankfull dischar e Qbkf 430cfs
9. Bankfull max de th dmbkf 4.Oft. 4.Oft. 2.6ft.
10. Width of flood rone area Wf a 54ft. 130ft. 70ft.
11. Entrenchment ratio Wf a/Wbkf 1.35 2.9 3.26
12. Meander len th Lm N/A 116ft. 54ft.
13. Ratio of meander length to bankfull width
(Lm~bkf ) N/A 2.58 2.58
14. Radius of curvature R~ N/A 468ft. 223ft.
15. Ratio of radius of curvature to bankfull
width R~/Wbk~ N/A 10.4 10.4
16. Belt width Wbif N/A 69ft. 37ft.
17. Meander width ratio WbItNVbkf N/A 1.8 1.8
18. Sinuosity (stream IengthNalley length)
K 1.1 1.14 1.1
19. Valle Slo e VS 0.0044 0.005 0.0087
20. Average slope (CS) 0.0041 0.0043 0.0087
21. Pool sloe N/A 0.0001 0.0001
22. Ratio of ool slo a to avers a slo a N/A 0.02 0.02
23. Maximum ool de th d max N/A 7.2ft. 4.Oft.
24. Ratio of pool depth to average bankfull
de th d /dbkf N/A 2 2
25. Pool width W N/A 37ft. 17.8ft.
26. Ratio of ool width to bankfull width N/A 0.83 0.83
27. Pool to ool s acin N/A 300ft. 138.7ft.
28. Ratio of pool to pool spacing to bankfull
width N/A 6.68 6.68
29. Ratio of lowest bank height to bankfull
hei ht or max bankfull de th (BH,o~,,/dmbkf) 1.8 1 1
Note: See sheet 9C of 18 for vicinity map of reference stream
NATURAL CHANNEL DESIGN DATA
MORPHOLOGICAL MEASUREMENT
TABLE
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SITE _5_
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT:8.163150 (I-2511CB
I-85 FROM N OF SR1002( RINGLE FERRY
ROAD TO N OF SR2120(LONG FERRY
ROAD) NEAR SPENCER
DATE: SEPTEMBER 2001
SHEET _9B_ OF _18_

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Jj PROJECT: 8.1631503 (I-2511CB)
VICINITY MAP OF REFERENCE
STREAM IN SURRY COUNTY FOR
TOWN CREEK NATURAL STREAM
DESIGN.
SHEET ~-{ (, OF ~ F$ 9/19/02
NORTH CAROLINA
JI

Stream Mitigation Plan
I-2511CB Rowan County
September 18, 2002
This project involves relocation and restoration of approximately 1350ft. of Town Creek.
Town Creek is unavoidably being impacted by the proposed I-85 widening from north of
SR 1002(Bringle Ferry Rd.) to north of SR 2110(Long Ferry Rd.) near Spencer.
Upstream of the site Town Creek flows through Salisbury where it passes through several
road culverts and an 800ft. bottomless culvert as it leaves the city limits. Downstream
Town Creek flows through a 4-barrel culvert under I-85 before reaching High Rock Lake.
The existing stream has been channelized and relocated over the years and is apparent
from the trapezoidal shape of the stream and earth berm adjacent to the stream bank. The
stream has very little riffle/ pool sequence and sinuosity. The side slopes are 1:1 and are
relatively stable in wooded areas. The existing stream reach is entrenched and most
nearly fits the geomorphic characteristics of a G4 stream type (see Morphological
Measurement Table).
The drainage area contributing to this project site is 16.3sq.mi. Town Creek for the most
part lies between I-85 and the Southern Railroad and is predominately wooded and
agrarian in the upper half and heavily developed from Salisbury to Spencer. Development
in the basin is estimated to be between 10 and 15% and is expected to increase. The
stream is approximately 12mi.long upstream of the site.
As stated above the existing stream is entrenched. Morphological data was difficult to
collect on the existing stream but was attempted and is shown on the Morphological
Measurement Table. Pebble counts were conducted at two locations and the D50 size
material was approximately 45mm. The bankfull depth and width were determined for
the existing stream so that a bankfull discharge could be developed for design purposes.
The reference stream for the proposed project is Big Branch in Surry County (see
attached location map). The drainage area for Big Branch is 1.9sq.mi. Morphological
ratios from the reference stream were used in conjunction with the bankfull depth from
the existing stream to extrapolate pertinent data to the proposed stream. Big Branch best
fits the geomorphic characteristics of an E4 stream type (see Morphological Measurement
Table).
The proposed stream reach has a drainage area of 16.3sq.mi. and will be 1350ft. long.
The width/depth was adjusted to 12 so that the stream could be constructed as a C4
stream type. Bed material from the existing stream will be removed, stockpiled and
placed on the riffles of the proposed stream.

aI
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TYPICAL PLAN
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-- ; I. THE POOL TO POOL SPACNG (U SHALL BE MEASURED
AS THE DISTANCE FROM THE uIDPONT OF THE UPSTREAM
BEND TO THE MIDPONT OF THE DOwNSTREau BEND.
2. REFER TO MORPHOLOGICAL ~faSUREMN7 TABLE AND PLAN SHEET FOR DIMENSIONS.
NOTE THAT POOL TO POOL SPACNG VARIES.
(? TYPICAL PROFILE
,. wr to scut

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MORPHOLOGICAL MEASUREMENT TABLE
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R, Le RUSHER .AND WIFE
STELLA MAE RUSHER
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I)IVISI®N ®F >FIIG~IW~YS
R®WAN C®UN'd'~
d~R®JEC'I':8.1~i31503 (I-2511C~)
d-85 FR®bI N ®F SR1002 (~d~INGI_E
FERRO' Rd~.) 'd'am N ~F SR 2120 (1,d~NC
FERRY RI).) NEr~R SPENCER
SIFIEE~[° li_ ®F 07/~21~% 02
~~ DEfdOTES MECHANIZED
CLEARING

III

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2 0' ! 0' 0
~~~~~~~
DENOTES FILL IN
'%~ WETLAND

~~
0' 2 0'
j e
F L~~,
30'
4 0'
~~,
,'I I i I

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631503 (I-2511 CB )
SHEET'«o OF ~b (7/01/02 )
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFA CE WATER I MPACTS

Site
No.
Station
(From/To)
(-L-)
Structure
Size /Type
Fill In
Wetlands
(ac)
Temp. Fill
In Wetlands
(ac)
Excavation
In Wetlands
(ac) Mechanized
Clearing
(Method III)
(ac)
Fill In SW
(Natural)
(ac)
Fill In SW
(Pond)
(ac)
Temp. Fill
In SW
(ac) Existing
Channel
Impacted
(ft) Natural
Stream
Design
(ft)
1 647+50 -L- (LT/RT) 30" RCP 0 0 0 0 0.003 0 0 66 0
2 680+00 -L- (LT/RT) 30" RCP 0 0 0 0 0.01 0 0 ;~, 180 0
3 49+27 -SR1- (LT.) 18" RCP 0 0 0 0 0.01 0 0 93 0
4 RPIC 16+00 18" RCP 0.001 0 0 0.003 0 0 0 0 0
5 708+00-717+00 -L- NONE 0 0 0 0 0.53 0 0 864 1080
LT. 0 0 0 0 0 0 0 0 0
6 SRC 31+40 (LT.) NONE 0.04 0 0 0.006 0 0 0 0 0
7 808+00-812+00 18"!30"RCP/8x7 RCBC 0 0 0 0 0.06 0 0 481 0
8 SR1- 72+00 NONE 0.4 0 0 0.06 0 0 0 0 0

TOTALS: 0.441 0 0 0.069 0.613 0 0 1684 1080

t •~ w
NAVIES ANd~ A©d)RESSES
ll~ARCEL N®. NA1dIE5 AI~I9RE55E5
1 LASS][ 1~1E~~1~ER~'IES UNION®WN
2 ]LASH ]E~R~D~IER°1CIE5 UN][~N®WN
34fl N. A'IAIN S'I'.
9 WALLACE I~R®PIERTIE5 SALISIBUR~ N.C.28145-0102

10 V®YLS W. ~ SHAR®N 'I"~SINGER 5ALISI$UR~ N.C. 28fl~1~
830 CH®A~E RI).
fl2 NEW 1H[~I~E I$AI~~°IS~' CHURCH[ SALISI3UI~,`~ N.C.28fl~~
1~ ®LIN E.5'1'A~Id~d:R ~ WIFE UNION®WN
~2fl ANDREWS 57[°.
`~~ R®d3ER"r LEE ~ 5'll'ELLA RUSHER SAI,ISIBUR~ N.C.28fl4~°8~fl~
X000 CEN'I°RAL I~Alfg]KWAY
28 CECIL I$. I~A`Y C®A'II~ANIES, INC. N1E S'Il'E. 850 A'd'LAN'd'A GA. 30328
2G~85 1PR©VII~ENCIE CI-3[[URCH R~.
29 ~E]B~flIEdAI1[ 1T. AREA' SALISBURY N.C. 2814
~~~~~
d~I~'ISd~ON GF HdGHWA~'S
RAW AN C~LTN'I°Y
1Pf~~0'~EC~1:8.1b3d5~J 6I-2511CB)
i
I-85 FR~~I N S3F SR d0~D2 (1BRINGI,}:
FERRI' RI~J T~0 N ~F SR ~?d20 (L~~NG
FERR'S" RD.D NE.~R SPENCER

y ~r ~
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NAi+~E~ ~N,'[~ Ad9IDRE~~E~
Il~~RCEL N®. N~1~E~ ADDRE~~ES
3~ 16URLEN~ N. LAY ER1LY UNI~N~WN
~Ii ~LANC~IE L NgILLER UNI~N~WN
4®5 WILL©W CREEE DR.
~i7 'PEI)I)~ EARNES ~ WI1FE 5ALI5I3URY, N.C. 28I4~- 2469

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'~ FLOOD PLAIN
\\ ^i~\~
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NOTES:
~/I L THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT
o ! WHICH SHALL CONSIST OF STAKING OUT THE CENTER OF EACH
/ RADIUS, SCPoBING THE CENTER LNE OF THE CHANNEL FOR EACH qGN
° BANK PROTECTION I COIR FIBER uATTNG l
BEND USING THE INDICATED RADIUS, AND SCRIBING CENTERLINE
OF THE TANGENT SECTIONS 8r CONNECTING SUCCESSIVE BENDS
WITH a STRAIGHT LINE. RI:
POOL
2. FIELD ADJUSTMENTS OF THE ALIGNMENT Mar BE REOURED TO
av01D CERTAIN OBSTACLES. aPPROvAL BY THE ENGINEER OF THE
STAKE-OUT ALIGNMENT SHALL BE REOUkED PRIOR TO NITIATION
OF THE CONSTRUCTION OF THE CHANNEL.
TYPICAL PLAN
NOT TO SCALE
0
0
a
0
POOL - i0 - POOL N S
rwt ULNG HPrLL ~ rcUN POOL GLIDE f _ RIFFLE
I/6 L I/3 L 1/6 L I/3 L I/6 L
0
w
J
w w
J a° w
J

~ w
LL
~ w
~
O LL
R
V
Z D.
4
O
~ O
J =
= ~ p
n ~ AIGitE ~- m w
rLUR
-i'
POOL
DED MATERIAL
' NOTES:
I. THE POOL TO POOL SPACING cU SHALL 8E MEASURED
AS THE DISTANCE FROM THE MIDPOINT OF THE UPSTREAM
BEND TO THE MIDPOINT OF THE DOWNSTREAM BEND.
2. REFER TO MORPHOLOGICAL MEASUREMNT TABLE AND PLAN SHEET FOR DIMENSIONS.
NOTE THAT POOL TO POOL SPACING VARIES.
I
i
TYPICAL PROFILE
I NOT TO SCALE
i
i
I
I
~- COIR FIBER MATTNG
COIR FIBER MATTING
MORPHOLOGICAL MEASUREMENT TABLE
A'ARIABL&9 EXISTING
CHANNEL PROP0.9ED
AHACN I PROP06ED
REACH 1 PROP08RD
RRACH i
u muex rrae G4 C4 NONE E4
+w.D+,~Oi uu ml 1 ml
~~+~ 4 ft
orARwu raAH Perm
a nmxiwrn Anxro
o udwu, aosascnxWal, eRen
W Awwu Hs•x vitarrr
~ YN[ML rW1a0.85i
s AUmu rw.xerxu
w°mre a ruomrAan sAxa
IU 8M8WWMxNT AATIx
u ~•e+oxo uxaln
m wno a rwnoeA is+mx ro N/A 2.58
is vanvwtvirou N/A
u tcno a uau v wAVUVAA N/A 10.4
a etr rune N/A
P1101YIq 101!8 M1L
~w ~ °„~.
i*°uur rww 44
..r.o.xr rtor. i
m roar, wars N/A
n rAmo ar raat ran ro N/A 0.02
sluzoxoM rant rerm N/A
N/A
rau.mn N/A Ii ft
N/A 0.83
mroot m rant ounu N/A
N/A 6.66
fn Anm v torert tu~A iooxr ro
rwnuu xwxu.-. ~,wA,u
I.B
I.0
I,0
TYPICAL POOL SECTION
NOT TO SGLE
FLOOD PUIN
'/,~1~//,~~
1V `~~®~
DIVISION ®F HIGHWAYS
ROWAN COUNTY
PROJECT:81631503 Q-2511CB) '
I-85 FROM N OF SR1002(BRINGLE FERRY
ROAD TO N OF SR2120 (LONG FERRY ROAD)
NEAR SPENCER
SHEET OF 09/11802
Q
APPROK~I30F T,
LIVE STAKES ~ /- LIVE STAKES
GRADE yV/y//
vaRUBIE SLOPE POINT lr vARtAOLE SLOPE FL000 PLAIN
~.~ _ ~ J 49 ~~ AVM!
~l
_ y Tf ~
CqR FIBER MATTNG
COIR FIBER MATTING
TYPICAL RIFFLE SECTION
NDT TO SCALE
75ft. +
LIVE STAKES
f
FLOOD PLAIN GRADE PgNT
~r~~~ I
POOL a, Na~:~.u
d=7.2ft. Y
_ ~3Yf t.