20201579 Ver 1_SMP (Final)_20210129

highway North Carolina Department of Transportation
Stormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN ".,=
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.14.R.207 TIP No.: SF-550181 County(ies): Macon Page 1 of 1
General Project Information
WBS Element: 17BP.14.R.207 TIP Number: SF-550181 I Project Type: Bridge Replacement Date: 3/6/2019
NCDOT Contact: Barry Mosteller Contractor/Designer: TGS Engineers(David Petty,PE)
Address: 345 Toot Hollow Road I Address: 706 Hillsborough Street-Suite 200
Bryson City,NC 28713 Raleigh,NC 27603
Phone: [phone] Phone: [phone] ext.104
Email: [e-mail] Email: [e-mail]
City/Town: Franklin County(ies): Macon
River Basin(s): Little Tennessee CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length(lin.miles or feet): 360' Surrounding Land Use: Wooded
Proposed Project Existing Site
Project Built-Upon Area(ac.) 0.2 ac. 0.1 ac.
Typical Cross Section Description: Two 10'paved travel lanes with 2'paved shoulders. Two 8'gravel travel lanes.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 90 Year: 2016 Existing: 90 Year: 2016
General Project Narrative: Project involves the replacement of Bridge#550181 over Tellico Creek on SR 1369(Tellico Rd)in Macon County,NC northwest of Franklin. Proposed 55'long by 27'wide(21"
(Description of Minimization of Water Cored Slab Unit)single-span bridge with sheet piling to replace existing 25'long by 21'wide(Timber deck on I-beams)single-span bridge.Runoff from the existing bridge
Quality Impacts) discharges directly into the creek;however,the proposed bridge will have no direct discharge into the creek.No deck drains will be required.Stormwater runoff from the
proposed bridge is to flow to traffic bearing grated inlet on the north side of the roadway at the east approach of the bridge where it will be diffused with a riprap pad at the
proposed pipe outlets.All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable.
Waterbody Information
Surface Water Body(1): Tellico Creek NCDWR Stream Index No.: 2-40
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Trout Waters(Tr)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Tellico Creek Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

/. 1 r
STATESHEET �1
STATE PROJECT REFERENCE NO. TOTAL
S NO.T SHEETS
O r 1311132, 17BP.14.R.207 EC-1
N 1133,,3 ,,4 STATE OF NO I�TH CA .I OLIN STATE PRmND F.w.PROJND DESCRIPTION
2S `
• l
N/A
P
e� '�13 17BP.14.R.207 N/A R/W &E UTIL.
e
It• SWAIN COUNTY G`� 1=14 L. 6ik\4F` DIVISION OF HIGHWAYS
17BP.14.R.207 N/A CONST.
'@ A
PIS MASCON COUNTY cue
�eI
�eSPROJECT 1363 28 EROSION AND SEDIMENT CONTROL MEASURES
t t m� 1455 -�y ITwV
LOCATION 1473 i 1362 PLAN FOR PROPOSED
_� t369 1367 9 1370}1 SEd. Description Symbol
_ _ __ '� �
1369 '��'n4-�'�1 1 69 ' 1630.03 Temporary Silt Ditch ,so-
Creek �, 1369 � HIGHWAY 4 R O S I O N CONTROL 1630.05 Temporary Diversion TD
�'- �e\\� is Tellico�.�. 1372 1370��'� - �/-��l
1605.01 Temporary Silt Fence III III III
,ct366 / r� 1606.01 Special Sediment Control Fence
Ur ere ` 1372 1622.01 Temporary Berms and Slope Drains 4 4-
c 1630.02 Silt Basin Type B ����
Eilliill
o �`Geed' / '1368 1371459 1445 I�'II /�,\ CON COUNTY 1633.01 Temporary Rock Silt Check Type-A
+'3'2 LOCATION: BRIDGE NO. 550181 OVER TELLICO CREEK Temporary
Poly Silt Check
with
H414 �,a / _\ 1474
1633.02 Temporary Rock Silt check Type-B
O
/ ON SR 1369 (TELLICO ROAD) watt➢eaCoir Fiber watt➢e >
O ` VICINITY MAP "
Wattle/Coir Fiber Wattle
TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE with /Cey➢amide(PA
0
1634.01 Temporary Rock Sediment Dam Type-A1
1634.02 Temporary Rock Sediment Dam Type-B....
PIS
1635.01 Rock Pipe lelet Sediment Trap Type-.
1635.02 Rock Pipe lelet Sediment Trap Type-B
1630.04 Stilling Basin 1 (
1630.06 Special Stilling Basin \
BEGIN BRIDGE G / Rock Inlet Sediment Trap:
s 90
^^ ^ 9� 1632.01 Type A AD
-L- STA. 1 2 + 71 .2 0 /`O�>O s " S G ` ) 1632.02 Type Ik B
Nv �1� ��� s s 10 1632.03 Type C C
\� �� G` s Skimmer Basi®
BEGIN PROJECT
�5 Tiered Skimmer Basin (�
•
17 6 P.14.R.2 0 7 3eq __L_ , TELlic° RD infiltratie. I.asin 1 +
- - -� I THIS PROJECT CONTAINS
-L- STA. 11 + 5 0.00 s, •' '"�°"''s END PROJECT EROSION CONTROL PLANS
17BP.14. R.207 FOR CLEARING AND
GRUBBING PHASE OF
O% CONSTRUCTION.
G
$ s, -L- STA. 15 + 10.00
�o ; s
/ // �' N.
THIS PROJECT HAS
A%J // // s- -- BEEN DESIGNED TO
�L / / %vs/ SENSITIVE WATERSHED
/ // /�,vs� � STANDARDS.
END( BRIDGE Q Q
�, -L- STA. 13 + 2 8.80 ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST
ON THIS PROJECT
Refer To E.C.Special Provisions
for Special Considerations.
VII GRAPHIC SCALE Roadway Standard Drawings
r ` Prepared In fie Office of: Reviewed in tie Office of:
v 25, 0 50THESE EROSION AND SEDIMENT TGS ENGINEERS ROADSIDE ENVIRONMENTAL UNIT The following roadway of is standardsrtion-a appear h,in .,"Roadway StandarJanuary
D8aand h Roadway Design
Unit-N.C.Department of Transportation-Raleigh,N.C.,dated January 2018 and the latest
CONTROL PLANS COMPLY WITH 804-C N. LAFAYETTE ST. 1 South Wilmington St. revison thereto are applicable to this project and by reference hereby are considered a part of
PLANS THE REGULATIONS SET FORTH plans.
BY THE NCG-010000 GENERAL SHELBY, NC 28150 Raleigh, NC 27611
1604.01 Railroad Erosion Control Detail
CONSTRUCTION PERMIT EFFECTIVE 2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS these1 1632.01 Rock Inlet Sediment Trap Type A Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B
APRIL 1,2019 AND ISSUED BY 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
THE NORTH CAROLINA DEPARTMENT 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
OF ENVIRONMENTAL QUALITY 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
Designed by: Reviewed by: 1630.01 Riser Basin
DIVISION OF WATER RESOURCES. 1634.01 Temporary Rock Sediment Dam Type A
1630.02 Silt Basin Type B 1634.021 Temporary Rock Sediment Dam Type B
O 1630.04 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
Andrew H.Cochrane,PE 3015 Reid Whitehead,PE,CPESC 1630.03 Stilling Basin 1635.02 Rack Pipe Inlet Sediment Trap Type B
V NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
� . 1631.01 Matting Installation

PROJECT REFERENCE NO. SHEET NO—
17BPJ4.R.207 EC-2
RN SHEET NO.
ROADWAY DESIGN I HYDRAULICS
ENGINEER ENGINEER
WATTLE DETAI L
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
401SN�O. P Pv M�N� USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
See Inset A INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
•��0\ STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
f..,' EDGE OF PAVEMENT
+�i�n��ig:;����� PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
EXCELSIOR WATTLE �_.:;��,�.�.�.�.�..,4 � ��� FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
•,♦♦������••• 'S'S��Q�G INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
�� 5
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
MATTING INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BACK STANDARD SPECIFICATIONS.
SLOPE
ISOMETRIC VIEW bo:❖ObO.a
,�®..'ii0�00'O% £!IIjf
1111F. —
2'(MAX. ) 2' UPSLOPE
STAKE NATURAL GROUND
/ INSET A INSET B
III — L
_ •
• 3>>;?
. ..
. •
. .
. ...,55-)N\ , .
.. :. • .1i .)
MATTING �'�,�,
2 DOWNSLOPE
UPSLOPE ;��.��
STAKE STAKE ::44 DOWNSLOPE
oB•:d.•
CROSS SECTION ° � STAKE
VEE DITCH "`
2 I N. : I:;aaa:.r ♦�������
2' UPSLOPE VAR. ►����.:::„.i Q�������
FLOWoos - - - - - - - - ;
STAKE NATURAL GROUND
I I I 1 L_ __
• 3£' 3 3> ____
�� see Inset B MATTING
1 ...A\
MATTING f 2' DOWNSLOPE 1" :111
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
TOP VIEW

PROJECT REFERENCE NO. SHEET NO.
17BPJ4.R.207 EC-2A
RN SHEET NO.
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
EXCELSIOR MATTING AND POLYACRYLAMIDE ( PAM )
EXCELSIOR NOTES :
MATTING
FLOW INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
B II
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO . 1633 . 01 .
SEDIMENT CONTROL STONE 44EI
AttWA '-0 A USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
ylott*`�``,.14,44:3;4, '''r`AlwommwINO*Ot -' MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE .
A °�gp� °�g 'cV A PRIOR TO POLYACRYLAMIDE ( PAM) APPLICATION , OBTAIN
�]. �°�c] °''a'°,'9] ° °9`] °0C6:g°C]' A SOIL SAMPLE FROM PROJECT LOCATION , AND FROM OFFSITE
. p0 D�pO : � pOD�-o pOo:p0O�p 0-.
p o p p�rafpt o,= o p_• o MATERIAL AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
"�Ue °� ° �y ��° TO BE APPLIED TO EACH ROCK SILT CHECK .
• O g,9 pC7�D p��DQ ��V/pC��:pC7'DQ 99�i
�O __ - 'g _."O °O -
D p O p D p O p • O p. D r
• INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE ( PAM)
�4/p�opt J'pc - TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
D ,, ° EVENT THAT EQUALS OR EXCEEDS 0 . 50 INCHES .
STRUCTURAL STONE cr
c;,fo
PAM
(4 OZ. )
PLAN
• • • , _ ••• ••.1
' ►77i --• ���
mr
r►t�l►! ?,'
INSET A
See Inset A
• f CLASS B STONE
2/3 CHANNEL C EXCELSIOR
WIDTH ° i 1 MINI MATTING
I oO oO 12"
1 MIN � D °• :ir r °� ° °•• 't - H = 2 MIN p ° o
<'��•V� �` �� D p O D p O D p O D p O D p
41gZ�°a4G.GZ� o o�o o o o a o�0 _ o
�I—� 1 � 1�=1� (1�=1 1=1 1 I9 1 f
EXCELSIOR =III=
MATTING SECTION B- B CLASS B STONE
SECTION A-A
NOT TO SCAB[

PROJECT REFERENCE NO. SHEET NO
l7BPJ4.R.207 EC-3
DIVISION OF HIGH AYS
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
STATE OF NO TH CA OLINA
SOIL S TABILIZA TION TIMEFRAMES
SI I F DFSCRI P I ION S I ABI LI ZA I ION I IMF l I MFFRAMF FXCFP l IONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2e1, 14 DAYS ARE ALLOWED.
SLOPES 3elOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4e1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

PROJECT REFERENCE NO. SHEET NO.
Macon County 178P.14.R.207 Ec 41coNsr.4
476-0003
Bridge #550181 RSV SHEET NO.
u3s
y ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
\\CC"?'"•-
V10,,,
� ""/ "' / ,¢ / \ TGS ENGINEERS
✓/)? Te.),) ddd \ 804—C N. LAFAYETTE ST
SHEPH (LBY NC 28150
��/ '.---\\ CORP. LICENSE NO C-0275
ter`
,,,,,,*,,,:,,
PLACE COIR FIBER MATTING ALONG THE
STREAMBANK AT LOCATIONS WHICH
WILL NOT BE PLATED IN CLA55 II RIP m
RAP,BUT WILL BE EXPOSED /
BY REMOVAL OF END BENTS. EN/ BRI 0 G
L— A 1 + .80
. 3.55 /
L— 'T 1?+73. o.00' a
L 'C 13 39.55 `�
.....,,,,,, , ,,, ,,,Th)
t —L— POT 16+'0.98
AROL •.FULLE" O
+"� 1 TO SSB5RISY.EO 0
_ EN'. 8„x1:" JJJ \
Illik
C• C.CURB Q /
I•I V • uODS /�• -------------
lc
..II' END DPS
�'
,•R r, -IF STAND 'D : • CH 46.00Q
�, SEE . AIL +� ..�
.401473 00
=P.1ST D 30.00 L— P O+,5'
\ .RIVE +00.00 ` ..s
38.00' •ODS
�_
rri bETAIL A BEGIN FD 44 +06.00 riPtallb... 11 -ri......"
+4541 t
DARD BASE DIT -L-STA. +98 52 30. :.,:,� 51.00' ' 10.
INa salel,i 3• bl
EIP ,�•+ NEB 0.10 L
\ .PE DE CUT DIT 34: 0 50 Eg\5 -` •"
�l .EE DETAIL B +2:. J10001. 1�►t�`y�''r, .�B• 691LUC0 N�
M { -.. RELOCATE 30 fi 6 ��.�^Pi.� _ zM d FENCE " �I �� ��// {',�`i'' / I.' , i B3 k. , // (BY OW R) +89.6' , fiSV�r '�d� W ®�.."4 4 tip201
2I S I%A-R P/ . 30.00 // _ 15.00
9 5 Y B OJE T �� �i�' ,���� •ter '� w7:.K'� ,• •rra . ww CARI�L A.FULL
P 14.R. 07 Q '��`, r-F, > ,ram .,� ��+� •� �.� O ''
� �. �'/,n�Gv�1Il 1.6.1Ab �`J ��� .tdir'� to y woo.
• lilt
� I���� — S`A 1 +50.40 +4.ov IG�f���',4R/ • ,%i��'.i B <iz:
_7 ri, "fic, . ,�� 'C /0+e2.47 ♦Lr � r /0r'1. /Ai i © 35.00' . . _-r_f eeti„,
�, ` A��i. ��,i�°��/ 0I,I, /ia�4•' PRO'.12'AS' ALT ,
I / '0+/10,0/ REMOVE .iir .i V\� 9"�% /� DRIV� II,IJ�
r. 15"CMPGPr,l_.=141' �'.Oc,4%47rrrrrr""" / i__0,
-�v.. "�`i
��. 4. LI ez.D kno .• 41 .01. VII��II V� I /
•
� /Zug ' Q. E �� �.y`�
• M, I
END FDP !A
i tilli
00
e/ RE'.
4.•.. .� Ar P _ _ +. .00 -"'tea'4
s. r ti 'l Stc .+93./a O OP9 �' 35.00' B-83 SHOP
�?��"000 /'/' e / U.," P ) 2/°/3'O1.8 LT) �'c0 CPEI' .1
��� 0 �p $ C TSLOP EXISTING ABUTMENT, u. II III`D J l9 /5'54.9" / ii��MM _ IIIIIIUpY
• /•' L = 105. ' ^-�� 1 DIKE TIN S II RIPRAP 'Ti ` IIIII •�
;12 T = 3.48' yP / D /110°>01/
24" HICK,KEYED-IN u i '; . �. �I 4 .4
IV I�
7��.E �R
"� I. 0M H DS = 30 ,PH i . �_IOIlki'I ' I/�
•+
Bl 3' •'.5 5" IPF . T .. .
SEE •ETAIL D
5. Q 4 TONS CLASS B 1,17
Z7---------------- . ,,
rat /
. //:" ..------ .."
-------/ ,
---,--
/h i ,,r7,Z' '''-'---. .,--Z----\'' . ,„
�// ENVIRONMENTALLY SENSITIVE AREA
,,,-----Ir
NOTE: SEE PROJECT SPECIAL PROVISIONS
NOTE: CLEARING AND GRUBBING PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE-B /
UTILIZE SPECIAL STILLING BASIN(S)AS EROSION CONTROL FOR AND TEMPORARY ROCK SILT CHECKS TYPE-A AT
STILLING BASIN WHERE APPLICABLE. CONSTRUCTION SHEET 4 DRAINAGE OUTLETS.

PROJECT REFERENCE NO. SHEET NO.
Macon .4 County l7BP.14.R.207 EC-5/CONST
�L
Bridge 7f 5501 81 SHEET NO.
y ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
'L"90
8ki--
TIGS TGS ENGINEERS
804-C N. LAFAYETTE ST
�� SHE(70 4 28T50
PH 704)476-00 30
CORP. LI ENSE NO.: C-0275
PLACE COIR FIBER MATTING ALONG THE
STREAMBANK AT LOCATIONS WHICH
WILL NOT BE PLATED IN CLASS II RIP
RAP,BUT WILL BE EXPOSED
BY REMOVAL OF END BENTS. END BRIDGE
-L- STA 13+28.80
-___
___ +39.55
-L- PT /2+73.73 30.00'
INSTALL COIR FIBER MATTING L PC 13+39.55 02 L POT 16+30.98
IN THE PROPOSED DITCH LINE CAROL A.FULLER
B
-L- STA 11+50 TO 12+00 LT CLASS 1 TONS,
RIP RGP
,5 SY GEO
EST.40 SY 0END 8"x 18" '
CONC.CURB ,.(-,
-L-STA.13+68.29
THE GROVE FAMILY TRUST WOODS •
;�'
DATED MARCH I,2007 END FDPS
•( C/0 WILLIAM E.GROVE III +73.00 _L_STA.14+21.38 '� �.,/
ENERpoy gaNANCY B.GROVE,CO-TRUSTEES STANDARD BASE ` CH 46.00' "�/ •
VOKNPWN�2s1 S\005 SEE DETAIL A ,, +24.00 ,!
P �LN. �,UoC a PROP.16'SOIL o 30.00' •-L- PT 14+45.41 y
RNS��EN pLN 2813 DRIVE 38 00' �to ,.�' \DREEK ✓ WOODS
DETAIL A FRPNE BEGIN FDPS �'pF>� +06.00 ✓_; 1EU-Ipp __+1 rr
STANDARD BASE DITCH -L-STA.11+98.52 30.Ot3 F� 51.00' 30.00' - ,,, 30.00' 1p NO�y-J
IRD Scale) 3S BW ��� EIP '�. '0: ••.. P v +15.00 Eo� 150�'L
Nataml rra.ural -L- FCC 11+89.67 +a 3S �f ��'OA
50,t�`5,( Ex.RN. w 011101. 180R�E
Ground 77 D r0 Ground SPECIAL CUT DITCH 35.10' I� i O \, ,�i Ex�sz. > Co R0�dl SEE DETAIL B +2:a .' + e♦! 13691EMp\Nta\NEo oMin.D 1.5 k. 00ATE 30 00' PD SR plw
Geotmdlle B CO,✓fi F \FRO ✓I / .\:,r� T9 E,ust.
Max.d 1.5 H. 10'R @ t^ di �. "
B 3 H. / (BY O R) +89.67 �� ! ♦ 0 02
r of 70Tons,ClassIRiip-R BEGIN PROJECT 30.00' 0+ • - � � • i , �L� -! - +15.0o CAROL A.FULLER
Type° Geotextile 85 Yap �_� -+er�t\ �- .V•'. ♦ � \♦ EX.RhV
i
Est.DDE- 30 SY s� -.w.t '�'�' O
-L-STA.12+50 TO STA.13+15 LT 17BP.14.R.207 wf P ' f o / A►ain s
� n� 1 rE�i'� a. 0 WOODS
-L- STA 11+50.00 +45 �� 4 ��! rt i�`ii :7i ce :;
DETAIL B 30.00' ��1 ���, i,�} yn`�,` ' 10.1 ✓s s.00
SPECIAL CUT DITCH + * �� A f_ ak Pa-w ►✓ 35.00' END PROJECT
(Not to scale) -L- PC /0 92.47 . t®�.� t�1n ---,L
© 3soo'
as.a1
+45.00
Dint EX.NW > Q F4 ik
Nmawl A'�a� SDitchlope \ �, J� FY, d� �s'�, PROP. 17BP.14.R.207
Ground ?Y 04'. -L- POT 10+00.00 REMOVE : e DRIVE -L- STA 15+10.00
D 15"CMPow 9j t ever
..
a
-- Min.D=1 H. p� / (,0 9. < 35.00' /
5 �.- f 4s.ot. � 3s.oa DETAIL D
45.00' PIPE OUTLET STABILIZATION
L STA 11+50 TO 12+00 LT + '� CONTRACTOR TO Not to Scale
�,, EX.RN c +18.00 +39'55 REPLACE GATE AND N tara� ( ) NoNr _
P o" f 49.00' 35.00' FENCE(IF DISTURBED) Wnd_-,.„,,,,,,4 e �
-L- CURVE DATA ,ogird'4`' �O�o,. END FDPS "SS +
+ ��2v C .J WOODS -L-STA.13+35.24 rY`jx.' d
P �.WOe s§p1 +05.00 \ '•eer-
Pl Sta I1+4/.53 PI Sto /2+32.69 PI Sta /3+93.04 0 0 ° ,ti .. 35.00' 35.00, B�3 SHOP
i o e c TYPE-III CURVE(R=1o') p RIP-RAP Length=6 Ft.
A _ 19'12'14.3"(RT1 A = 30°06'03.4"(RT1 A = 20°13'01.8"(LT) + it c0 re s+,, a Ea N(TT,
D = /9°45'25.8" D = 35°48'35.5" D = /9°05'54.9" 0� > CURVE SHOPI REMOVE EXISTI SLOPE NG AT ABUTMENT, Oq \ d=1.5 Ft.
L = 97.20' L = 84.06' L = 105.86' 6° .\ o'2' " I 35.00" (R=100') 73.73 8 LINE W/CLASS II IPRAPH).1(V 0
/�'( t 35.00 (24"THICK,KEYED-IN) THE GROVE FAMILY TRUST L-STA 12+21 RT
T 49.06' T 43.02' T 53.48' eP 1! d PROPOSED DATED MARCH I,2007
R = 290.00' R = 160.00' R = 300.00' l EXCAVATION C/O WILLIAM E.GROVE III
B.
SE = NC SE = -0.03 SE = 0.03 mP') NANCY B.GROVE,CO-TRUSTEES
DS = 25 MPH DS = 20 MPH DS = 30 MPH BEGIN BRIDGE
BEGIN FDPS
-L- 1 T -L- STA 12+71.20
Bl=S 39°26'55.5"E PIPEIPE OUTLET
STABILIZATION
SEE DETAIL D
4 TONS CLASS B
NOTE:
UTILIZE SPECIAL STILLING BASIN(S)AS
STILLING BASIN WHERE APPLICABLE.

r STATE STATE PROJECT REFERENCE NO. SpFOET TOTAL
N.C. 17BP.14.R.207 RF-1 IPA
STATE PROD.NO. F.A.PROJ.NO. DESCRIPTION
PLANTING DETAILS
SEEDLING / LINER BAREROOT PLANTING DETAIL
REFORESTATION
HEALING IN DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Locate a healing—in site in a shady,well ❑ TREE REFORESTATION SHALL 3E PLANTED 6 FL TO 10 FT.ON CENTER, RANDOM SPACING,
protected area.
2.Excavate a flat bottom trench AVERAGING 8 FT.ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
12 inches deep and provide drainage. II
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1.Insert planting bar 2.Remove planting bar 3.Insert planting bar
as shown and pull handle and place seedling at 2 inches toward planter
toward planter. correct depth. from seedling.
3.Backfill the trench with 2 inches well
rotted sawdust.Place a 2 inch layer of
well rotted sawdust at a sloping an•le
at one end of the trench. annosonem
' ,V, REFORESTATION
MIXTURE,TYPE, SIZE,AND FURNISH SHALL CONFORM TO THE FOLLOWING:
'AILit, =11 li 1 14�II 11:11 II 11 11711=111
ICJ=I I Ni = P—II 11— 1 11I1 1111
1i1 11 11 it 1 1 11 = ' , =! 25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in — 18 in BR
lli�14IIII' 11II 11111II�IIII II —II 'I'
4.Place a single layer of plants III I II 11 —III 1 11 1I 11= C� e
s y =�11 II U 1 I-U 11 11=11-11 11=11 11 25% PLATANUS OCCIDENTALIS SYCAMORE 12 in — 18 in BR
against the sloping end so that IIf=_ R. =II — _1 I1=115 II.__I_.0._1_ __U
The root collar is at ground level. 4.Pull handle of bar 5.Push handle forward 6.Leave compaction
toward planter,firming firming soil at top. thoroughly.oleopen. Water 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in — 18 In BR
soil at bottom.
25% BETULA NIGRA RIVER BIRCH 12 in — 18 in BR
PLANTING NOTES:
PLANTING BAG `
During planting,seedlings �� I
shall be kept in a moist
canvas bag or similar
5.Place a 2 inch layer of well rotted y I/ y ll i container to prevent the
sawdust over the roots maintainin root systems from drying.
a sloping angle.
i, A
KBC PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section,and shall
be 12 inches long,
4 inches wide and
1 inch thick at center.
J
6.Repeat layers of plants and sawdust
as necessary and water thoroughly. ROOT PRUNING REFORESTATION DETAIL SHEET
All seedlings shall be root
pruned,if necessary,so that
no roots extend more than N.C.D.O.T.— ROADSIDE ENVIRONMENTAL UNIT
10 inches below the
root collar.
2
1/29/2021