20210392 Ver 1_Justus Rd Erosion Control Plans with JS impacts and Sec 106 info_20210407

STATE OF NO I'�TII-I CAROLINA -
STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
NO. SHEETS
VICINITY MAP DIVISION OF HIGHWAYS N.C. IIC.095108 EN 29
BEGIN ROJECT•
/
Pisgah STATE PROLN0. P.A PRa.N0. DESCRIPTION
STA 0 +00 National
BCM1urtli Cemetery 1 `t'� /
„aT Forest
_„38 WA TA UGA COUNTY
Seventh Adve t
Day
i Advent
Church
EROSION AND SEDIMENT CONTROL MEASURES
0.1 Std. De.eriptia SxmLR1
LOCATION: SR 1137 JUSTUS RD 1630.03 Temporary Silt Ditch ro
1630.05 Temporary Diversion
rR
Holy 6:-union FROM END OF PAVEMENT 1.27 MILES TO END OF MAINT. 1605.01 Temporary Silt Fence Ill iii Ill
t,m t 1606.01 Special Sediment Control Fence
----
„38 STA 5+44 TO E.O.P. 66+81.51 -L- 1622.01 Temporary Berms and Slope Drains o-~
iw STA 00+00 TO E.O.P. 6+90 -Y1- 1630.02 Silt Basin Type B MI
„3T / \': 1136 1633.01 Temporary Rock Silt Check Type-A 444;:t
SEE Project#17BP.11.R.29 For Roadway Plans Sta 0+00 to 5+44
� ��c Temporary Rock Silt Check Type-.ea wick
I� /END PROJECT Matting and Polyacrylnmide(IDAM)
11111111111,
STA 66+81.51 TYPE OF WORK: GRADING, DRAINAGE,BASE 1633.02 Temporary Rock Silt Cheek Type-B
/ AND PAVING - 1.29 MILES wattle/cair Fiber Wattle10
_
11L---
Wattle/Coir Fiber Wattle � -rr
06i29/IS with Italyacr,►amide(I��M) O
\ BEGAN SURVEY: 1634.01 Temporary Rock Sediment Dam Type-A
`" 113E �i1!
END SURVEY: 04/18/19 1634.02 Temporary Rock sediment Dam Type-B__
' BOON' 1635.01 Rock Pipe Inlet Sediment Trap Type-A.
\ 1635.02 Rock Pipe Inlet Sediment Trap Type-B___�✓
1630.04 Stil➢ing Basin D (
� n. a \
L/NV/LLE 1580 O t�Re 0.06 Special Stilling Basin ';'
FO G0e / 9 Rock Inlet Sediment Trap:
/ O ` °M1"e"an . Fosco CM1ercM1
• 4� 4 1632.01 Type A A
r ;
/ ,�4., •,\ I 163 12 Type B B®
/ ; `s-- ` i i 2.03 Type C CO
j \ Skimmer Basin /
Sr __�i \ Tiered Skimmer Baein
_ -Iff/ A. ; I "BYE- ' J\.\ `` __ /,�� e'� \ Infiltration Basin_
1
�''NT c �'• Sql, U I �� \I I v i THIS PROJECT CONTAINS
aN/ J \ \ raw" �-- EROSION CONTROL PLANS
I
Ve. '':' BOC S/o,.#44 RSON / 4.4 I 41 ca \ j I h
G�to`/ � I \ s�to J \ \ ,,yc� g ,e, ,i s,,, , FOR CLEARING AND
o:d' `/`it / © / . I u, 2\ GRU33ING PHASE OF
O �Q P° / /�l= e h` �� I �- r ' poor. ��/ . CONSTRUCTION.
OAPP AC
�.gt >1 4,� F‹).I�-�> sn ` ENVIRONMENTALLY
t41k i Ili. V v \ / SENSITIVE AREA(S) EXIST
- \t� ���\' \ "° ON THIS PROJECT
00
, 8 8 \ f/,'�; y
o .1 _ - r
I II \ NY O<O `,.
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GRAPHIC SCALE ROADSIDE ENVIRONMENTAL UNIT
d DIVISION OF HIGHWAYS Roadway Standard Drawings
STATE OF NORTH CAROLINA
aa O _ 0 The following roadway english standards as appear in"Roadway Standard Drawings"-Roadway Design
fri Unit-N.C.Department of Transportation-Raleigh,N.C.,dated January 2012 and the latest
Prepared In the Office of: revison thereto are applicable to this project and by reference hereby are considered a part of
hillPLANS these plans.
I r_ THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
V/, WITH THE REGULATIONS SET FORTH BY THE DIVISION OF HIGHWAYS 1605.01 Railroadr Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
0 NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3,2011 DIVISION 11,DISTRICT 2 BOONE
1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type 3
a ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND P.O.BOX 1460,BOONE,N.C.28607 1606.01 Special Sediment Contro
Entrance1607.01Oilo 1633.01 Temporary Rock Silt Check Type A
NATURAL RESOURCES DIVISION OF WATER QUALITY. 1622.01 Temporary 3erms and Slope Drains 1633.02 Temporary Rock Silt Check Type 3
PROFILE (HORIZONTAL) 2018 STANDARD SPECIFICATIONS 1630 30.01 Riser 3asin 1634.01 Temporary Rock Sediment Dam Type A
0, 0 1630.02 Silt 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3
1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
'�1 I 1630.04 Stilling 3asin 1635.02 Rock Pipe Inlet Sediment Trap Type 3
1630.05 Temporary Diversion
1630.06 Special Stilling 3asin 1640.01 Coir Fiber 3af0e
�y� PROFILE (VERTICAL)
1645.01 Temporary Stream Crossing
m®` / \ / ' ` 1631.01 Matting Installation 1

PROJECT REFERENCE NO. I SHEET NO.
EROSION CONTROL & PIPE INSTALLATION SCHEDULE //CA95/08 IA
TROUT BUFFER ZONE SEQUENCE
GENERAL E&SC NOTES
Erosion Control Schedule and Notes GROUND STABILIZATION C HART
1. Generally, the order of installation of the Wet Pipe Installation Schedule and Notes General Erosion Control Sequence & Notes for NC DOT
erosion control measures will be as follows: Projects in Trout Buffer Zones
1. Prior to installing any E&SC measures identify
A. Temporary silt basins shall be installed permit conditions and impact area limits. 1. Prior to installing any E&SC measures identify
before clearing and grubbing begins. permit conditions and impact area limits. Review
2. Install erosion control devices. trout buffer variance approval conditions for
B. Silt fences and temporary silt ditches any special provisions.
shall be installed after clearing and before grading. 3. Manage the water course. The pipe must be
placed in the dry. Install dewatering measures. 2. All materials should be on the hand before work
C. Temporary stone ditch checks with PAM or is commenced.
wattles with PAM shall be installed in all disturbed 4. Remove material and existing pipe while limiting,
areas as soon as the disturbance begins. material and sediment from entering stream and 3. Install EC devices
escaping the project.
D. Final stone ditch checks or wattles shall be 4. Work within the buffer zone should be sequenced
installed as soon as ditch line is established. 5. Excavation of stream channel shall not exceed 10' on to minimize the length of time that disturbed areas
either side of new pipe or culvert unless indicated on permit. are exposed. Stream bank stabilization, which includes
E. Pipe outlet and inlet protection will be done the area from the edge of water to the top of bank, should
as soon as the pipe is installed. 6. Per permit conditions for Corps of Engineers be phased so that each day's work is a completed work,
and the Wildlife Resources Commission, all pipes including provision of adequate ground cover.
F. Other permanent erosion control measures are to in streams 48"or greater must be buried 12" below
be implemented as soon as practical. streambed elevation. Pipes less than 48"must be buried 5. Graded slopes and fills within the trout buffer zone will
with 20% of the diameter below streambed elevation. within 7 calendar days of completion of any phase of
2. Temporary rock silt checks, type B will be spaced grading be planted or otherwise provided with temporary
by percent grade as shown in the erosion control plan. 7. Place the new pipe and compact backfill. or permanent ground cover, devices, or structures sufficient
to restrain erosion.
3. No. 5 stone, or equivalent, will be used in conjunction
with the temporary rock silt checks in locations where 8. Install slope protection on the outlet and inlet ends 6. Graded slopes and fills within the trout buffer zone (excluding
water is leaving the project or entering a pipe. of the pipe. Also complete installation of erosion road shoulders) shall be protected with rolled erosion control
control measures and perform maintenance as needed product, bonded fiber matrix, or flexible growth medium after
4. All devices are to be cleaned out when half full. on existing measures. seeding.
5. Establish permanent vegetation per ground stabilization Notes:
chart. 9. Establish permanent vegetation per ground stabilization
chart. Silt fence backed by woven wire, with a post spacing of 6 feet,
Notes: shall be used instead of standard silt fence in trout buffer zone.
10. More information on wet pipe installation can be found Special sediment control fence shall be used in areas where
For silt basin size see the attached erosion control plans. in the BMP manual section 4.2 "Pipe & Culvert bedrock is encountered which prohibits the proper anchoring
installation" of fabric, and in low points of the silt fence in 3-foot sections
PAM is to be placed on all Type A checks and wattles in the erosion to allow for concentrated flows.
control chain except for the final device in HWQ and Trout projects.
The disturbed areas within the stream buffer shall be restored
GROUND STABILIZATION CHART to native vegetation characteristic of an undisturbed buffer to
the extent practical upon completion of construction.
Site Area Description Stabilization Time Frame Stabilization Time Frame Exceptions
Flyrock protection such as blast mats should be provided for
Perimeter dikes, swales, ditches 7 days None blasting in close proximity to streams.
and slopes
High Quality Water Zones 7 days None PAM is to be placed on all Type A checks and wattles in the
If slopes are 10 ft. or less in length and are erosion control chain except for the final device in HWQ and
Slopes steeper than 3:1 7 days not steeper than 2:1, 14 days are allowed Trout projects.
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in lenght
None
All other areas flatter than 4:1 14 days
(except for perimeters and HQW zones)

0- PROJECT REFERENCE NO. SHEET NO.
I/C.095108 2
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
VARIES 7'-9' 7'-9' VARIES_ ..VARIES_
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER DITCH
14'-18' EXISTING TYPICAL SECTION
SR 1137
N
45.0'
Right of Way
6.0' 9.0' 9.0' 4.0' 4.0'
ro Shoulder Travel Lane Travel Lane Shoulder Ditch
0 1 GRADE
POINT
0.02 FT/FT 0.02 FT/FT h*
0.08 0.08 �.
10. GRADE TO THIS LINE
� E1
D1
TYPICAL SECTION NO. 1
Cl PROP . ASPHALT SURFACE TREATMENT (TRIPLE SEAL) .
D1 PROP . APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE ,
oftie 5' 0' S' TYPE I19 . 00, AT AN AVERAGE RATE OF 342 LBS . PER SQ. YD .
0 oa
o.� ••••: El PROP . APPROX. 6" AGGREGATE BASE COURSE .
GRAPHIC SCALE

PROJECT REFERENCE NO. SHEET NO.
11C.095108 2-1
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
45.0'
Right of Way
Varies 9.0' 9.0' 4.0' 4.0'
•
Shoulder Travel Lane Travel Lane Shoulder Ditch
Planted Buffer Cl GRADE
POINT
10+00 to 20+00
0.02 FT/FT 0.02 FT/FT
0.08 0.08
,,,,,,,,�.' 3.
GRADE TO THIS LINE
E1 D1�
TYPICAL SECTION NO. 2
STATIONS 10+00 to 20+00
Varies
•
Right of Way
3 r Planted Buffer
1 +00 to 2 +30
Varies Varies Varies Varies Varies
•
Shoulder Travel Lane Travel Lane Shoulder Ditch
o C1 GRADE
POINT
0.02 FT/FT 0.02 FT/FT
0.08 0.08
� J
(0. GRADE TO THIS LINE h�
3 A
D1 * Ditch Line and Planted Buffer to be tapered parallel
with Edge of Pavement to tie one Lane at Bridge.
TYPICAL SECTION NO. 3
-Y- STATIONS 0 + 00 to 6 + 80
C1 PROP . ASPHALT SURFACE TREATMENT (TRIPLE SEAL) .
D1 PROP . APPROX . 3" ASPHALT CONCRETE INTERMEDIATE COURSE ,
5' 0' 5' TYPE I19 . 00, AT AN AVERAGE RATE OF 342 LBS . PER SQ. YD.
0 oa
�� ••••■� El PROP . APPROX . 6" AGGREGATE BASE COURSE .
�LL
GRAPHIC SCALE

PROJECT REFERENCE NO. SHEET NO.
IIC.095108 EC-3
DIVISION OF HIGHWAYS
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
STATE OF NO • TH CA OLINA
SOIL STABILIZATION SUMMARY SHEET
MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT
CONST LINE FROM TO SIDE ESTIMATE (SYJ CONST LINE FROM TO SIDE ESTIMATE (SY)
SHEET NO. STATION STATION SHEET NO. STATION STATION
7 - I. - 17- 00 19. 50 IZ1 60
•
7 - I. - 19- 50 24 . 60. 55 R1 70
15 - Y - 2. 75 6. 00 1.1 240
SUS1o1AI. 0
MISGEIA-ANE0U5 MAILING 10 SE 1016140 AS 0I4G1E0 0Y LNE EN&INEER
101A1. 0
SAY 0 SU0101A1. 390
A00 I 1 I ONAI, PSRM 10 SE I NS1AI.140
101A1. 390
SAY 390

PROJECT REFERENCE NO. SHEET NO.
//C.095/08 EC-3B
DIVISION ON
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
STATE OF NO • TH CA OLINA
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME T I MEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

mm COMPUTED BY: J COMBS DATE: PROJECT REFERENCE NO. SHEET NO.
N CHECKED BY: DATE: IIC.095108 3C
O STATE OF aOIR llH CAI'OLINA DIVISION OF HIGHWAYS
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
TYPE B DRAINAGE PIPE
(RCP,CSP,CAAP,HDDE OR PVC)
(UNLESS NOTED OTHERWISE)
NEW PIPES EXISTING PIPES
V m
SIZE tO 12" 15" 18" 24" 30" 36" 42" 72" 12" 15" 18" 24" 30"136" 42" 72" LL w O
w
c 8c
ce
J
Q M "
Z O I ro o
O
STATION O a m 0 LL REMARKS
-L3- 7+74 RT 30' ADD PIPE
-L3- 8+98 CL 50' ADD PIPE
-L3- 19+50 CL 40' ADD PIPE
-DR2-00+17 CL 25' ADD DRIVE PIPE
-DR1-00+17 CL 20' ADD DRIVE PIPE
-Y1-00+54 CL 45' 40' 40' REPLACE WET PIPE
-Y1- 3+86 CL 34' 108' 36' 1 1 ONLY REPLACE 36'OF PIPE ADD D.I.
-Y1-4+39 LT 92' 1 1 ADD PIPE AND D.I.
-Yl-5+17 LT 40' DO NOT DISTURB
-Y1-5+59 LT 147' 1 1 ADD PIPE AND D.I.
-L-24+59 CL 35' 32' 32' REPLACE WET PIPE
-L-28+20 CL 40' ADD PIPE
-L-31+76 CL 65' 45' 45' REPLACE WET PIPE
-L- 36+90 CL 42' 29' 29' REPLACE WET PIPE
-L-37+83 CL 60' 61' 61' REPLACE WET PIPE
-L-41+33 CL 55' 40' 40' 1 REPLACE WET PIPE ADD JUNCTION BOX
-L-41+21 LT 25' 24' 24' REPLACE PIPE
-L-42+17 RT 115' 150' 150' 1 REPLACE WET PIPE ADD JUNCTION BOX
-L-42+17 LT 45' 39' 39' REPLACE PIPE
-L-42+82 RT 21' I 1 ADD WET PIPE AND JUCTION BOX
-L-43+18 RT 36' DO NOT DISTURB
-L-44+37 CL 45' ADD PIPE
-L-46+37 LT 50' 49' 49' REPLACE PIPE
o
c3• -L-47+99 LT 29' 29' REMOVE PIPE
M
1 -L-48+14 CL 45' ADD PIPE
N
mu -L-51+52 CL 50' 36' 36' REPLACE WET PIPE
,,
ro
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fro, -L-52+67 LT 20' ADD PIPE
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o�LL" -L- 53+50 RT 75' ADD PIPE
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�3,,9 SHEET TOTALS 215' 611' 330' 50' 65' 63' 137'336' 141' 36' 45' 610' 3 3 3

mm COMPUTED BY: J COMBS DATE PROJECT REFERENCE NO. SHEET NO.
N CHECKED BY: DATE: IIC.095108 3C—I
O STATE OF aOIR llH CAI'OLINA DIVISION OF HIGHWAYS
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
TYPE B DRAINAGE PIPE
(RCP,CSP,CAAP,HDDE OR PVC)
(UNLESS NOTED OTHERWISE)
NEW PIPES EXISTING PIPES
V m
SIZE tO 12" 15" 18" 24" 30" 36" 42" 73" 12" 15" 18" 24" 30" 36" 48" 72" LL 6 O
ro
ce _, O O
Tr NI.
z O W COI-
O
QLv 0 Q
STATION O a m a LL REMARKS
-L- 53+85 LT 30' ADD PIPE
-L- 55+46 CL 60' 60' 60' REPLACE WET PIPE
-L-57+82 CL 85' 85' REMOVE PIPE
-L-58+05 RT 25' 25' ADD PIPE
-L- 59+42 RT 25' ADD PIPE
rn
-o
M -L-59+77 CL 40' 40' 40' REPLACE WET PIPE
ai -L-60+03 LT 35' 33' 33' REPLACE PIPE
ac
O -L- 61+49 CL 45' 40' 40' REPLACE PIPE
0
0
a -L-62+51 CL 60' 50' 50' REPLACE PIPE
M -L- 62+40 LT 20' 16' 16' REPLACE PIPE
a
• -L- 63+61 RT 40' 40' 40' DO NOT DISTURB
m -L- 64+55 LT 45' 40' 40' REPLACE PIPE
2 -L- 65+08 CL 45' 40' 40' REPLACE PIPE
L
c -L- 66+12 LT 30' 20' 20' REPLACE PIPE
aa
E
rn
SHEET TOTALS 210' 150' 100' 49' 165' 90' 160' 40' 489'
PROJECT TOTALS 425' 761'430' 50 65 112' 302'426'301' 36' 40' 45' 1099' 3 3 3
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8' PROJECT REFERENCE NO. SHEET NO.
11C.095108 EC-4
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
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a 8' PROJECT REFERENCE NO. SHEET NO.
11C.095108 EC-5
co
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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\ ., // �y.,y�"® �.' O _I4,‘ I: F 20 x 10 x 3
., o / I ft. weir
40k. "*`ID 5.2
o Rp/ 9 x3 x3 7 � � ' � , ° *.P.'
.� / JUo US 3 ft. weir \ice
o AR II ID 5.1 / �� oR4Vet ,,. �� q0
o �/ 8 - l ype A Rock Cks @ 39' o I kill,* ` %/03 * N
r
\1 ,X
\ \ b� �� 0 INSTALL RIPRAP FOR �,'���� �
F*��`.°- SS EROSION CONTROL IN THE
ui s' PROPOSED DITCH LINE. pSINSTALL RIPRAP FOR 4
ON EROSION CONTROL IN THE
NOTE:
PLACE PAM ON EVERY OTHER TEMPORARY PROPOSED DITCH LINE.
\ ROCK SILT CHECK TYPE A
J 12 x4 x3
ENVIRONMENTALLY SENSITIVE AREA 4 ft. weir
ACRES DISTURBED = 0.01T ID 5.3
_ 30 Day Stabilization
Sta. 8+98 to 13+00 Rt
NOTE:
X PLACE PAM ON EVERY OTHER TEMPORARY
OROCK SILT CHECK TYPE A
6
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ii

t' O\\ �' .:. / PROJECT NO. SHEET NO.
X / 11C.095108 EC-6
m ♦ '
RNJ SHEETREFERENCE NO.
, ;" • 0 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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REMOVE WHITE PINE TREES
STA.13+00 TO 19+00 LT.
R
iCaliatiftemz +10.3% -L3-
�* 2/ - l /oe /1 Hock Cks @ 29' +15.0% © n
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PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A N
30 Day Stabilization
Sta. 13+00 to 17+00 Rt
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r, .

PROJECT REFERENCE NO. SHEET NO.
11C.095108 EC-7
co RAN
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
' -- /1/6 \
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UNNAMED TRIG. �\ `- _ 0
OF CLARKS CREEK _� Gj�- - _ O
qVE� _ O +
o. --it, .., . . + o ,_,� u
0 , IS A
.� -_ N - , 9 x3 x3
C +50 2 ft. weir
o O b ` ' ID 7.3
w o� v
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NOTE VNi•1 . �.. ���� cc)* i
REMOVE WHITE PINE TREES �' ►i♦ u�°��, \- Z
STA.13+00 TO 19+00 LT. y�v GRq VE�s0® .-- , /il>� --- co
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c� t� •� _ 1 _— — — _L3- , �I �
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A Rock C� � � i
- - - - - - 4 Types E '+ frAry1116"...;Arlid
A — � / ��� ��* E
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4 Type A Bock Cks _ ���/«��� , �,
U L �� �i : ' .,-; /Si A ♦♦ ♦ �0 ' 12 x4 x3
///�AC. r / : �� / �'� , , / / 3 ft. weir
- - ' ID 7.4
60 Day Stabilization
Sta. 24+60 to 28+32 Rt
INSTALL RIPRAP FOR
,� E SION CONTROL IN THE
OPOSED DITCH LINE.
9 x3 x3
/ 2 ft. weir
4111
INSTALL PSRM IN THE < ' ' '�!� ID 7.2
derlr
PROPOSED DITCH LIN��
/f/ 9 x 3 x 3 INSTALL PSRM IN THE
_ NOTE: / PROPOSED DITCH LINE.
— PLACE PAM ON EVERY OTHER TEMPORARY / / i
NOTE:
ROCK SILT CHECK TYPE A // , 2 ft. weir ' PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A
o ID 7.1
n r_ . \ , _ - - _ _ - - , -
/ 60 Day Stabilization
, , _ _ - _ , 60 Day Stabilization -L3-Sta. 19+50 to -L-24+60.55 Rt
^� Sta. 17+00 to 19+50 Rt
a� . \
� ,

6' PROJECT REFERENCE NO. SHEET NO.
6
11C.095108 EC-8
C.
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
O O
JO
N N O o}
XO
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CD
+_
-\ NOTE 60 Day Stabilization
�\ l V o Embankment Construction ion PLACE PAM ON EVERY OTHER TEMPORARY
\ Eta 27+00 to 01+00 /to ROCK SILT CHECK TYPE A Sta. 31+68 to 36+96 L t
\_ L/
\ \ X0O O INSTALL RIPRAP FOR 9 x 3 x 3
\ , p) +O EROSION CONTROL IN THE 2 ft. weir �i
�/ �1 PROPOSED DITCH LINE. 7
_ ID 8.2
tO, -AA ‘(')
. '�
2 —— % No Embankment Construction „�F r r*
��— �e Rock Ck �„ . Eta 27+00 to 01+00 Lt. ,, `�'' c
f ..4'Mtt5SVIll' itt4111 -:tiNIIIW;;Z..-1101111111._...graill.' ..- -,......0. --)/ *0, ,,,,_ a 4ki 1111) ,' ' 4144P-1 k
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, 1111.1...-4004111111.- ."--401111111111111.1.40 Adiv-A6,..._'4f',Aor
1........„„,./__,000
_______ . 0
12 x 4 x 3
3 ft. weir
NOTE INSTALL RIPRAP FOR ID 8.1
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A EROSION CONTROL IN THE 30 Day Stabilization
PROPOSED DITCH LINE. Sta. 28+33 to 31+83 Rt
= a
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S' PROJECT REFERENCE NO. SHEET NO.
ss
11C.095108 EC-9
RAJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
ENVIDIISSTURBEDAACRES 37I+I0.02 AREA
��'V///���J CO1NOTE:
w^ .J ROCK SIPLACE LT CH CK TYP ON E OTHER TEMPORARY M� OM
in
INSTALL RIPRAP FOR
WOODS III III III III III III III III III III III EROSION CONTROL IN THE 2 Type A Hock Cks P _1 2'
PROPOSED DITCH LINE.
9 x 3 x 3 9 x 3 x 3
WOODS 2 ft. weir
ID 9.1 2 ft. weir
E / ID 9.2
z r4 , ,r)
ZIP' Akg7r.*" At.* Afr— /41liVi
N 2 T �e A Rock Cks @ 4 �c r� �ii` 1101 >
+ lA As 1137 JUSTUS RD :71:,
S�Q j1
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8: PROJECT REFERENCE NO. SHEET NO.
1 11C.095108 EC-10
co
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
14 /
0. /,I'
O NOTE: C)k. --
^`
PLACE PAM ON EVERY OTHER TEMPORARY��* ROCK SILT CHECK TYPE A �OV/v
O 8
M _ O O X INSTALL RIPRAP FOR
In __ h- + + / EROSION CONTROL IN THE i
�� \ \ ) // +� PROPOSED DITCH LINE. ` ,
NOTE: � C
—PLACE PAM ON EVERY OTHER TEMPORARY — / \ \ / Cl� \ 1
ROCK SILT CHECK TYPE A \ \ V/
�� vv ~ - - Ill 9 x3 x3
2 INSTALL RIPRAP FOR \ Q - g.5�
• /�� , 2 ft. weir
EROSION CONTROL IN THE 1 o •• + \ ID 10.1
PROPOSED DITCH ',LINE.
\ i Gr 1 •�
0
I� , L. 1 !R�• i• i ,, ed C47A
,6
+ _ � � 18 - Type A Rock Cks @ 34' ka' , '\Y 0 / N \''- di. I\
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PROJECT REFERENCE NO. SHEET NO.
I 11C.095108 EC-11
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
co
17
0 \ \ 0
\ \ O
O O \`\ \\ O O
O �— \ \\ ,\ 0O 0
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O
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O
�\ \`\ \`\ INSTALL RIPRAP FOR
` EROSION CONTROL IN THE
` \\G PROPOSED DITCH LINE.
O \ \ \
\ . \ \ NOTE:PLACE PAM ON EVERY \
z ` \ \ --�—\ ` 12 x 4 x 3 ROCK SILTCHECK TYPE A
OTHER TEMPORARY / / \
�. 4 ft. weir � ' �\
Gr
\\ ID 11.3 , '
+ 49'- � s F • M
— .= �J a► _ ---- — _ _ — — A Rock ks 3 Q �� _+
29 10.1% - -
w A Rock Tk� =..�o�
T a- SR //37 Cp
:❖:❖: © :❖:❖:
2 _i�SrUS �� �,_—
_ 2
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\ e II III I
C
\ 24 x8 x3 12 xb x3 �X
„X
4 ft. weir 4 ft. weir
\.,
ID 11.1 ID 11.2 k
16
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18 20
16
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8' PROJECT REFERENCE NO. SHEET NO.
11C AYINEE.09DESI5108 EC-12
co
RAN SHEET NO.
ROADWGN
ENG R HYDRAULICS
ENGINEER
17
JO
v
In
NOTE:
PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A
INSTALL RIPRAP FOR 00 \
9 x 3 x 3 EROSION CONTROL IN THE 00 ><.(9,c,\
3 ft. weir PROPOSED DITCH LINE. k
ID 12.1 x00 2i N--
il 3ft Stream 04) \
o
= INSTALL RIPRAP FOR +
w Al-illabtA EROSION CONTROL IN THE
n ! ` '•��„ TT:ET '
/ // NOTE:
* :�. .♦♦♦-\\ \s \ ROCK SILT CHECK TYPE A 3 ft. weir + 4., s X
+ -WM - 0 ,....., N,60 (i) --)‹ EF0-:,-- ),,D)p di
ep.4 a 7 tS,
12 x 4 •r` .. \ s\`''��c, �� O 18 x 6 x 3 40014
• , \
\ A \ ::;� 4 ft. weir
weir k `�y'4 ;, \ \ .-,.;;„N \
ID 12.2 9 3 x 3
�... \\ G\ .� v _ \ � \ ID 12.3 3 weir
6 Type A Roc Cks 24' o\ �� ' \ , 2i ID 2.5
4°A
O S,o \ c. -+ li I ALL RIPRAP FOR
INSTALL RIPRAP FOR
s SION C NTROL IN THE
EROSION CONTROL IN THE / , _ ':� \ ��� \ /.• -- PROPOSED ITCH LINE.
r ..\ N
PROPOSED DITCH LINE. / �� i 6 NOTE:
/ •�ATI� O PLACE PAM HE EVERY OTHER TEMPORARY
/ C\'• r,, \ �� \ Dr /y e ROCK SILT CHECK TYPE A
NOTE: // V�/ �`� +60 {\� 2�
j PLACE PAM ON EVERY OTHER TEMPORARY / ` \ V\ ROCK SILT CHECK TYPE A / / \ \�, 4.'• •/� 12 x 6 x 3
// / ` • 4 ft. weir
/ / �,,�.�'. ID 12.4
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' PROJECT REFERENCE NO. SHEET NO.
Q
11C.095108 EC-13
coRAN SHEET NO.
\ \ ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
CD \
INSTALL RIP FOR ` `
CDINSTALL RIPRAP FOR \ \
A- EROSION CONTR IN THE EROSION CONTROL IN THE
C PROPOSED DITCH INE. OO `
PROPOSED DITCH LINE. \ •
25 60 Day Stabilization 26 \` \`
Sta. 60+00 to 61+57 Lt (O \\ \\
NOTE: \
9 x 3 x 3 PLACE PAM ON EVERY OTHER TEMPORARY \ \ NOTE
ROCK SILT CHECK TYPE A O \ PLACE PAM ON EVERY OTHER TEMPORARY
�- \ \ 2 ft. weir O \ \\ ROCK SILT CHECK TYPE A
NOTE: \c \ 60 Day Stabilization X \ ,
PLACE PAM ON EVERY OTHER TEMPORARY \0 \ ID 13.2 t/` St a. 61+57 to 62+64 Lt CV INSTALL RIPRAP F lz `ROCK SILT CHECK TYPE A
\ \ \ 9 x 3 x 3 EROSION CONTROL I \TH
9 x 3 x 3 N.\\ `• 2 ft. weir PROPOSED DITCH L NE. ' 29
2 ft. weir \ , ID 13.3 60 Day Stabilization O \`
ID 13.1 /f/ ' ,�_.- - !%��, `�� Sta. 62+64 to 65+14 Lt \ \
soolo
� !, .;♦ 9 x3 x3 \
11047
6s 1.8% 8 _ ..* ., ,#�. 2 ft. weir \ \ I
..r-.., ..,°d.°°°.,D,, ----11.11."------- -17 - Ca*/(--s7:7:47 r*:: 7,A,...t..4.-..,_____-.A.;:171
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N. \, �''� 4 ft. weir .� Z
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�' PROJECT REFERENCE NO. SHEET NO.
_ 11C.095108 EC-14
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
co
ENGINEER ENGINEER
30
29
i
c \
\ -i- _
co
NOTE: ` \
PLACE PAM ON EVERY OTHER TEMPORARY \ \
ROCK SILT CHECK TYPE A
6 x 3 x 3 \ \� INSTALL RIPRAP FOR
Z 2 ft. weir \\ ` EROSION CONTROL IN THE
,f/P�� ID 14.2 ` \ . PROPOSED DITCH LINE.
II
s.
•
. .. . Apripir._,...„,,..1.x,x,....„...„.• jimh....:,-
• ___ III
2
R SR 1137 JUSTUS RD
x,
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o Sign \\\\\\
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/ \ \
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,' PROJECT REFERENCE NO. SHEET NO.
a
11C.095108 EC-15
., RAN
SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
0
ENVIRONMENTALLY SENSITIVE AREA
-Yl-STA 0+69 to 1+11 RT
MC-
ACRES DISTURBED = 0.006 O
5
O
O 2
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ce * ' '•' � - 6 x 3 x 3 LINSTALL PSRM IN THE
�'\�� I 3 ft. weir // PROPOSED DITCH LINE.
-4r 711 A,5 �114` ►• . ID 15.1 //
0.
cx
Y1- ►��_ �; ry ' emu—ai ID_ —ua- - .1-..-_.4i�iKr..,__ ..+;.;
t7.101, t:94eitr
ir''..• F 20 x10 x3
�4\ ft. weir y00 ` - ` 2
\ \ \ }D 5.2 )I NOTE:
\ O PLACE PAM ON EVERY OTHER TEMPORARY
ROCK SILT CHECK TYPE A
lfr, \ is t ta;41k11. s� \ ✓J,
.0-.07,-N, 41(‘ c.,...CP \
v /// ,--3:\
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'' PROJECT REFERENCE NO. SHEET NO.
11C.095108 EC-16
ro RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
7
32 / /
END - -
/ STA 6+90
/ k-
w x"� BARN >7<;
om
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PROJECT REFERENCE NO. SHEET NO.
//CAR95508 HEETNo SHEET of 8
5
O CO"V / ROADWAY DESIGN ENGINEER HYDRAULICS
ENGINEER
SR 1137 Justus Rd. STREAM NCree (INDEXnnamed Tributary / '
to Clarks Creek (INDEX 8 l2 2) /
RATING:C
WET PIPE SURVEY S A. 0+54 -Y1- EXISTING PIPE SIZE: 24"X 40'CMP
NEW PIPE SIZE:24"x 45' / / `' 1
PIPE TO BE LAID ON A 110°SKEW ,/ / /
WITH 3.8Z FALL
/ /
I ft Stream
..,.. 4 /X
-- / q
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. 2gor C .
/
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`-�L i i PROJECT REFERENCE NO. SHEET NOcr
IIC.095/08 SHEET 2 of 8
O O I _
O OPNV
Ei__\ ‘\--....„.„
ROADWAY DES SHEET NO. 7
DWAY DESIGN HYDRAULICS
I O ENGINEER ENGINEER
*
C:2) EL N c\..►
7
_ _ _ _ ,.., v_ .._
... ,
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_ __ F ik /
___ __ _
, _ _ _ _ _ \
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g - , ., ,
., / / ' , / 7STREAM NAME:Unnamed Tributary
w SR // 7 Justus Rd. 1 to Clarks Creek (INDEX 8-I2-2)
i 1 , j RATING:C
WET PIPE SURVEY ST A. 24+59 - - / - - � ' ' 1 I 'EXISTING PIPE SIZE:I8"X 32'CMP
V - ' ,' I / l NEW PIPE SIZE:I8"x 35'
- � / / / / / PIPE TO BE LAID ON A 96°SKEW
G - / - . ' // �/ ,' WITH 7.47, FALL
'- - - - - - - - -A - - i I lftStream
t - / ��.r - - - III
_..a(
yip-
3027 3027
6' 9' Q' 6'
3022 __ — — 3022
�--i ' _ `
s
30/7 - 4—, - — - — 0- T s III 30/7
30/2 30/2
— --
3007 - - 3007
c,
N
3002 3002
as
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N IL
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a
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a- PROJECT REFERENCE NO. SHEET NO.
_ IIC.095108 SHEET 3 OF 8
O O
co
O O O SR 1137 Justus Rd. ROADWAY D SIGN EET NO HYDRAULICS
ENGINEER ENGINEER
�' '� �' WET PIPE SURVEY ST A. 31+76
O __- oo �l
s .
n
R o
__________ __________ ________C- 0
6S- 44i
X
57
\r H -----------__ —
- - o
/��i0\
A41.--
/
STREAM NAME:Unnamed Tributary \
o to Clarks Creek (INDEX 8 l2 2)
RATING:C '
Lt EXISTING PIPE SIZE:73"X 45'CMAP / 4
NEW PIPE S/ZE:72"X 65'CAAP �t ii 0 �►-
PIPE TO BE LAID ON A 130°SKEW , 1 1
WITH 4.47, FALL
4 ft Stream D 0 No— 1
l
r [/ST
-a( 45 II 1 1
3/00.0 3/00.0
6' Q' Q' 6'
3095.0 "� `O 3095.0
t I s
3090.0 I 1, ‘ /1? — — — — -- — —— I— — -.> y 3090.0
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• IIC.095108 SHEET 4 OF 8
op RNJ SHEET NO. 9
O ROADWAY DESIGN HYDRAULICS
OENGINEER ENGINEER
CO
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\ co
Ile a! ______________ + \ ,(/.1 ') -
.9 744
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_________________=,_____________________________
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STREAM NAME:Unnamed Tributary "iiiiise/ / \` ‘
‘
o to Clarks Creek (INDEX 8-12-2) _ ,= .\
/AN7, RATING:C
EXISTING PIPE SIZE:18'X 29'CMP SR 1137 Justus Rd. // , , •:a�
NEW PIPE SIZE:18"X 42' ` i
PIPE TO BE LAID ON A 125°SKEW WET PIPE SURVEY STA. 36+90 _ - I� _ _�_ 0 v-•
WITH 4.0% FALL _� _ _ % fN
I
45
- --
1111111111111111111111111111111111 11111111111111111111111111111111111.1111111 1 1 1 1 11111 1 111111 11111111111111111111111111111 II 1111111111111111
6' 9'
-
3/35.0 3/35.0
E -.- 4-. . ,
3/30.0 I _ 3/30.0
— lcr — — =-
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3/25.0 �_ — '_ — , ^ 3/25.0
3/20.0 3/20.0
3/15.0 31/5.0
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N3� 3/10.0 .... 3/10.0
,v II r , di iiii - —iiii ri
a4

cr O PROJECT REFERENCE NO. SHEET NOcr
llCA95108 SHEET 5 OF 8
O — DES SHEET NO. 9
(� ROADWAY DESIGN HYDRAULICS
"J ENGINEER ENGINEER
oc
0 4
/
go jig
R _ .. -
Ti: Ar
_ ,
, ......,, __
/ �— .... \ --
.\
. \ / \ Ur ‘
IC-
o STREAM NAME:Unnamed Tributary _ N—
Z to Clarks Creek (INDEX 8-12-2)
W RATING;c 4 21 C M p, `
EXISTING PIPE SIZE,24 X 61'CMP
NEW PIPE SIZE:24"X 60' \
PIPE TO BE LAID ON A I35°SKEW SR 1137 Justus Rd.
WITH 5.6% FALL \
WET PIPE SURVEY ST A. 37+83 1 - - - - - - - N, .
45
q' q
3/40.0 'J `° 3/40.0
3/35.0 3/35.0
3/30.0 . I / _- — — —� 3/30.0
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0,
3/25.0 3/25.0
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e
a 3/20.0 3/20.0
l3l 3/15.0 _ 111111111111111111 3/15.0
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„v 11i iiii -" iiii rl

c' PROJECT REFERENCE NO. SHEET NO.
C R Rd. IICA95/08 SHEET 6 OF 8
°' .J l 1 // 7 Justus O DNS SHEET NO. /2
O ROADWAY DESIGN HYDRAULICS
OENGINEER ENGINEER
O WET PIPE SURVEY STA. 51+52 (�*
STREAM NAME:Unnamed Tributary �/
O to Clarks Creek (INDEX 8-12-2) v )
RATING:C R\ J r� Jff Sf/"
EXISTING PIPE SIZE:30"X 36'CM'
NEW PIPE SIZE:36"x 50' vt_________-----------___ GQ/j�
PIPE TO BE LAID ON A 134°SKEW I
WITH 7.6% FALL
3 ft Stream W -
Q /-Q
-----------------��///(b \/ N.., ----------" 0-------- ---'------ ' /
R ____________,_,,,,.
4), N /L.-x(9
__ ________Z
W ----\--
40, ----,
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41
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/� `'y v /—, �v\
■■.■__.■ ■ . • ■U• ■
45
. 1
3270.0 3270.0
61 0' Q' 6'
3265.0 'J `O 3265.0
- , al _ —
—
3260.0 — — — 3260.0
3255.0 r 3255.0
ALksk
3250.0 _ s— — _ _ ___........,
3250.0
rn _ �
N
In
CT
3245.0 3245.0
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.. 0
as
N
NOOCC U III r , III IIII Iiii II
a y

fF.-- PROJECT REFERENCE NO. SHEET NO.
11C.095/08 SHEET 7 OF 8
RNJ SHEET NO. 12
Oji1 ` I II~_ ROADWAY DESIGN HYDRAULICS
^ O I T O ENGINEER ENGINEER
-----ili
`711J1 1\ �QV
1
i
SR 1137 Justus Rd, \•
X
WET PIPE SURVEY STA. 55+46 \�\ - R XLn
�� \
STREAM NAME:Unnamed Tributary \ W
— —
to Clarks Creek (INDEX 8-12-2) ; `N \ aO — —
RATING,C , N
EXISTING PIPE SIZE:24"X 60'HDPE
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