20151086 Ver 1 _Permit_Drawings _20151019

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Project Location
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VICINITY MAP
1
1 -A
1 -B
2
3
4
5
EC -1 - EC -3
INDEX OF SHEETS
TITLE SHEET
STREAM CONVENTIONAL SYMBOLS
GENERALNOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
NCDOT CONVENTIONAL SYMBOLS
DETAILS
CONSTRUCTION SEQUENCE
PLAN SHEET
REVEGETATION PLAN
EROSION CONTROL PLAN
GRAPHIC SCALES
10 0 10 20
i-ufn-
PLANS
J
PROJECT LENGTH
FORSYTH
COUNTY
LOCATION: REYNOLDS VILLAGE, WINST01� S11LEM, N.C.
TYPE OF WORD: BAND STABILIZATION
EXISTING
STREAM
LENGTH
= N/A
FEET
PROPOSED DESIGN
STREAM
LENGTH =
N/A
FEET
V
/11--.
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:-
oz
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ail;
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PREPARED FOR THE OFFICES OF:
WAKL FOREST
U N l V E R S l 'T Y
CONTACT.
I V R �
E
WORKS
Z
BILL WRIGHT
V
STATE BAKER PROJECT REFERENCE NO.
NC 147273
Michael Baker Engineering Inc.
797 Haywood Road, Suite 201
Asheville, NORTH CAROLINA 28806
Phone: [phone]
Fax: [phone]
1 N T E R N A T 1 0 N A L License #: F -1084
FALL 2015
LETTING DATE:
JACOB M. BYERS, PE
PROJECT ENGINEER
PROJECT ENGINEER
PRELIMINARY RY IPILANS
DO NOT USE FOR CONSTRUCTION
P.E.
�� SIGNATURE:
S][-d]E]ET
TOTAL
NO.
SHEETS
I
1®
PROJECT ENGINEER
PRELIMINARY RY IPILANS
DO NOT USE FOR CONSTRUCTION
P.E.
�� SIGNATURE:

N
N
Q
cn
N
d-
i
C0
E
r�
i
L
a�
0
i
a�
a�
M
oN -
N� 4
mod- i
CF) f(
STREAM CONVENTIONAL SYMBOLS
o ROCK J -HOOK
ROCK VANE
OUTLET PROTECTION
ROCK CROSS VANE
AF,�
DOUBLE DROP ROCK CROSS VANE
Permanent seed mixtures for the project site shall be planted throughout the floodplain
SINGLE WING DEFLECTOR
8�0000aoo 0
°o$
CONSTRUCTED RIFFLE
o
DOUBLE WING DEFLECTOR
Seeding
Wetness
Common Name Scientific Name of
TEMPORARY SILT CHECK
Tolerance
ROOT WAD
o ®
LOG J -HOOK
LOG VANE
Os SAFETY FENCE
TF TAPE FENCE
FP 100 YEAR FLOOD PLAIN
cE CONSERVATION EASEMENT
---- - - - - -- EXISTING MAJOR CONTOUR
---- - - - - -- EXISTING MINOR CONTOUR
FOOT BRIDGE
TEMPORARY STREAM CROSSING
PERMANENT STREAM CROSSING
(k TRANSPLANTED VEGETATION
TREE REMOVAL
TREE PROTECTION
FILL WITH ALLUVIUM
BRUSH MATTRESS
GEOLIFT
* *NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
Tublings
Tublings will be applied within the geolift structure on 2 foot centers
following the details in this plan set and according to the construction
specifications.
Common Name
Virginia Sweetspire
Coralberry
Hummingbird Clethera
Pinxterbloom Azalea
Scientific Name
Itea virginica
Symphoricapos
orbiculatus
Clethera alnifolia
`Hummingbird'
Rhododendron
periclymenoides
Percentage of
Total
30%
30%
30%
10%
TEMPORARY SEED
The following table lists temporary seed species for the project site. All disturbed areas
will be stabilized using mulch and temporary seed.
Common Name Rate Dates
CEREAL RYE 130 LBS /ACRE SEPTEMBER TO MARCH
BROWNTOP MILLET 40 LBS /ACRE APRIL TO AUGUST
r
1. THE CONTRACTOR IS REQUIRED TO PERFORM WORK USING A TRACK HOE
WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE BOULDERS 3'X 2'X 21
,
LOGS, AND ROOTWADS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. SOME DETAIL DRAWINGS SHOWN IN THIS PLAN SET MAY
NOT BE USED IN FINAL DESIGN.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE- CALL" BEFORE
EXCAVATION STARTS. (1- 800 - 632 -4949)
�' IrI.`I ♦� �I I �. I' i .�I�I(�.
PERMANENT RIPARIAN SEED
LOG WEIR
Permanent seed mixtures for the project site shall be planted throughout the floodplain
LOG CROSS VANE
8�0000aoo 0
°o$
CONSTRUCTED RIFFLE
o
BOULDER CLUSTER
Seeding
Wetness
Common Name Scientific Name of
ROCK STEP POOL
Os SAFETY FENCE
TF TAPE FENCE
FP 100 YEAR FLOOD PLAIN
cE CONSERVATION EASEMENT
---- - - - - -- EXISTING MAJOR CONTOUR
---- - - - - -- EXISTING MINOR CONTOUR
FOOT BRIDGE
TEMPORARY STREAM CROSSING
PERMANENT STREAM CROSSING
(k TRANSPLANTED VEGETATION
TREE REMOVAL
TREE PROTECTION
FILL WITH ALLUVIUM
BRUSH MATTRESS
GEOLIFT
* *NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
Tublings
Tublings will be applied within the geolift structure on 2 foot centers
following the details in this plan set and according to the construction
specifications.
Common Name
Virginia Sweetspire
Coralberry
Hummingbird Clethera
Pinxterbloom Azalea
Scientific Name
Itea virginica
Symphoricapos
orbiculatus
Clethera alnifolia
`Hummingbird'
Rhododendron
periclymenoides
Percentage of
Total
30%
30%
30%
10%
TEMPORARY SEED
The following table lists temporary seed species for the project site. All disturbed areas
will be stabilized using mulch and temporary seed.
Common Name Rate Dates
CEREAL RYE 130 LBS /ACRE SEPTEMBER TO MARCH
BROWNTOP MILLET 40 LBS /ACRE APRIL TO AUGUST
r
1. THE CONTRACTOR IS REQUIRED TO PERFORM WORK USING A TRACK HOE
WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE BOULDERS 3'X 2'X 21
,
LOGS, AND ROOTWADS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. SOME DETAIL DRAWINGS SHOWN IN THIS PLAN SET MAY
NOT BE USED IN FINAL DESIGN.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE- CALL" BEFORE
EXCAVATION STARTS. (1- 800 - 632 -4949)
�' IrI.`I ♦� �I I �. I' i .�I�I(�.
PERMANENT RIPARIAN SEED
Tripsacum
Permanent seed mixtures for the project site shall be planted throughout the floodplain
and riparian buffer areas. Permanent seed mixtures shall
be applied with temporary
seed, as defined in the construction specifications.
dactyloides
Percent
Seeding
Wetness
Common Name Scientific Name of
Density
Tolerance
Mixture
(Ibs /acre)
Smartweed
Redtop Agrostis alba 10%
1.5 FACW
Virginia Wildrye Elymus virginicus 15%
2.25 FAC
Switchgrass Panicum virgatum 15%
2.25 FAC+
Eastern Gamma
Tripsacum
Festuca arundinacea
72%
Poa pratensis
Grass
dactyloides
5%
0.75
FAC+
Pennsylvania
Polygonum
Smartweed
pennsylvanicum
5%
0.75
FACW
Schizachyrium
Little Blue Stem
scoparium
5%
0.75
FACU
Soft Rush
Juncus effusus
5%
0.75
FACW+
Bidens frondosa (or
Beggars Tick
aristosa)
5%
0.75
FACW
Lance - Leaved
Coreopsis
Tick Seed
lanceolate
10%
1.5
FAC
Tioga Deer
Dichanthelium
Tongue
clandestinum
15%
2.25
FACW
Andropogon
Big Blue Stem
gerardii
5%
0.75
FAC
Indian Grass Sorgastrum nutans 5% 0.75 FACU
• 1 • 1� l
1!!il 1111
♦ r i
— 1
' BAKER PROJECT REFERENCE NO. SHEET NO. a
147273 IA
PROJECT ENGINEER
PRELIMINARY RY ]PILANS
DO NOT USE FOR CONSTRUCTION
Michael Baker Engineering Inc.
797 Haywood Road, Suite 201
Michael • Asheville, NORTH CAROLINA 28806
Phone: [phone]
Fax [phone]
1 N T E R N A T 1 0 N A L License #: F -1084
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
MARCH 2009
6.62 SILT FENCE
6.63 TEMPORARY ROCK DAM
PERMANENT NON - RIPARIAN SEED
Common Name
Tall Fescue
Kentucky Bluegrass
Red (fine) Fescue
Percentage of
Scientific Name
Total
Festuca arundinacea
72%
Poa pratensis
14%
Festuca rubra
14%
Total
100%
Density (Ibs /ac)
200
40
40
280
01

N
N
L
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CL
J
N
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L
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ON -
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moo
*S.U.E = SUBSURFACE UTILITY ENGINEER
BOUNDARIES AND PROPERTY.-
State Line -----
County Line - --
Township Line --
City Line
Reservation Line
Property Line
Existing Iron Pin EO
Property Corner
STATE OF 0R'f If CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL
RAILROADS:
Standard Gauge
CSX TRANSPORTATION
_ RR Signal Milepost MILEPOST 35
Switch 0
SWITCH
RR Ab d d + + ++
Property Monument E
ECM
Parcel /Sequence Number i
i23
Existing Fence Line —
—x x X-
Proposed Woven Wire Fence 0
0
Proposed Chain Link Fence F
F-1
Proposed Barbed Wire Fence 0
0
Existin Wetl nd Bo u
g a y
Proposed Wetland Boundary WLU
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap O
Sign O
Well W
W
Small Mine
Foundation
Area Outline
Cemetery fi
Building
1-1
School r I
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir �
Jurisdictional Stream —is
Buffer Zone 1 Bz 1
Buffer Zone 2 Bz 2
Flow Arrow
Disappearing Stream
Spring Wetland
Proposed Proposed Lateral, Tail, Head Ditch > > > >
.E� FLOW
False Sump
an one
RR Dismantled --
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement -
Existing Curb -
0
w
/cN
�\. A /�
E-
E
TDE
PDE
PUE
TUE
u
FM
w
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Wheel Chair Ramp E
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n n
Proposed Cable Guiderail n n n n
Equality Symbol
Pavement Removal �d0
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard 0 0 C?
Vi neya rd Vineyard
SYMBOLS
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert I
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge >----- - - - --<
Drainage Box: Catch Basin, DI or JB 11 CB
CONC r
CONC WW
/ CONC HW
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
O
t
b
_i-
HH
- - - -P- - - -
TELEPHONE:
Existing Telephone Pole -•-
Proposed Telephone Pole -o-
Telephone Manhole O
Telephone Booth ❑
Telephone Pedestal ❑T
Telephone Cell Tower
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E. *) - - - -T- - - -
Recorded U/G Telephone Conduit TC
Designated U/G Telephone Conduit (S.U.E. *y - - - -TC- - - -
Recorded U/G Fiber Optics Cable T FO
Designated U/G Fiber Optics Cable (S.U.E. *t - - - -T FO- - -
PROJECT REFERENCE NO. SHEET NO.
147273 1 IB
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant <�
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E. *) - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal
TV Tower
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
A/G Gas
A/G Sanitary Sewer
FSS
— — — —FSS— — — -
•
D
0
❑
?UTL
4
AATU R
E.O.I.
r
revlsea UC/UC/UU
PROJECT REFERENCE NO. SHEET NO.
147273 1 IB
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant <�
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E. *) - - - -W____
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal
TV Tower
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - -TV- - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. -TV FO- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
A/G Gas
A/G Sanitary Sewer
FSS
— — — —FSS— — — -
•
D
0
❑
?UTL
4
AATU R
E.O.I.
r
revlsea UC/UC/UU

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STONE BACKFILL
HEADER ROCK
FOOTER ROCK
NOTES FOR ALL VANE STRUCTURES
ROCK VANE
1/3
BOTTOM
WIDTH
OF
CHANNEL
s ►
FLOW
20° TO 30°` 1
O °O V/ ...
_0q �C A
NO GAPS BETWEEN ROCKS
cam°
10 f
O
SCOUR POOL
SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
s BOTTOM WIDTH ►I
PLAN VIEW
1. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A
MINIMUM OF TEN FEET.
2. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM SIDE
OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
3. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
4. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
5. AN EXTRA ROCK CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
6. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER ROCKS.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH ON -SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
8. START SLOPE AT 2/3 TO 1 TIMES THE BANKFULL STAGE.
-ID-
tis
TOP OF STREAM
STREAM BED ELEVATION --�
BANKFULL
FLOW - -�
STONE BACKFILL
GEOTEXTILE FABRIC
STONE BACKFILL
GEOLIFT
HEADER ROCK
STAKE TOP LAYER 4' DEEP (TYP) TOP OF BANK / BANKFULL STAGE
OF MATTING IN 6" TRENCH
4% TO 7% SLOPE I (SEE MATTING DETAIL)
��
FOOTER ROCK
SCOUR POOL (EXCAVATED) FLOODPLAIN EROSION CONTROL MATTING
ENCOMPASSES LIFT
PROFILE VIEW
LIVE TUBLINGS
(SEE PLANTING PLAN FOR SPECIES)
1' f
STREAMBED J 1
GEOTEXTILE FABRIC 1 f
10' MINIMUM ►
LIVE STAKING
L
CROSS - SECTION VIEW OF LIVE STAKING SPECIFICATION
PLAN VIEW OF LIVE STAKING SPECIFICATION
SECTION A - A
HEADER ROCK
FOOTER ROCK
NOTES.
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 18" TO 30" LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
SQUARE CUT TOP
BUDS FACING UPWARD
LIVE CUTTING MIN. 1/2" DIA. 18" - 30" LENGTH
PLANT STAKES FROM
TOP OF BANK TO TOE OF BANK
4\
ANGLE CUT 30 - 45 DEGREES
1.0' LIFT OF COMPACTED
AMENDED SOIL BACKFILL
MATERIAL (TYP)
WELL GRADED MIX OF
CLASS 1 AND CLASS 2 STONE
IMPERVIOUS Q VnLL
' BAKER PROJECT REFERENCE NO. SHEET NO. a
147273 2
PROJECT ENGINEER
PRELIMINARY PLANS
IID© NOT USE FOR CONSTRUCTION
Michael Baker Engineering Inc.
797 Haywood Road, Suite 201
Michael • Asheville, NORTH CAROLINA 28806
Phone: [phone]
I N T E R N A T I O N A L L cens e# 3 F -1084
STONE TOE APPROX, 0.5 FT
ABOVE BASEFLOW
BASEFLOW
FINISHED BED
ELEVATION
�L STONE TOE APPROX. 1 FT BELOW
1� FINISHED BED ELEVATION
IMPERVIOUS SWALE
1.0' OF WELL- GRADEDC LASS B
AND CLASS A RIP RAP
12mm (OR THICKEI
HDPE PLASTIC SHEETIN
04 612 11► Lem No 1 WI-11 1 1 U V/_ 1 I I
aMIMI M I mky, 1
TYPE 2 NON -WOVEN
FILTER FABRIC
2
0 1 0.5'
22�,
s
2'
NOTES:
1. NUMBER OF LIFTS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
2. TUBLINGS WILL BE PLANTED ON ALL LIFTS ON 2' CENTERS.
1?�S
CROSS SECTION VIEW
xJIOUS SWALE
EXISTING HEADWALL
01
2'-
3'­a—
TOP OF STREAMBANK
-
- - -
-- -----------------------------=
-
-
--
-
- --
- -
TOE OF SLOPE
PLAN VIEW OF LIVE STAKING SPECIFICATION
SECTION A - A
HEADER ROCK
FOOTER ROCK
NOTES.
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 18" TO 30" LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
SQUARE CUT TOP
BUDS FACING UPWARD
LIVE CUTTING MIN. 1/2" DIA. 18" - 30" LENGTH
PLANT STAKES FROM
TOP OF BANK TO TOE OF BANK
4\
ANGLE CUT 30 - 45 DEGREES
1.0' LIFT OF COMPACTED
AMENDED SOIL BACKFILL
MATERIAL (TYP)
WELL GRADED MIX OF
CLASS 1 AND CLASS 2 STONE
IMPERVIOUS Q VnLL
' BAKER PROJECT REFERENCE NO. SHEET NO. a
147273 2
PROJECT ENGINEER
PRELIMINARY PLANS
IID© NOT USE FOR CONSTRUCTION
Michael Baker Engineering Inc.
797 Haywood Road, Suite 201
Michael • Asheville, NORTH CAROLINA 28806
Phone: [phone]
I N T E R N A T I O N A L L cens e# 3 F -1084
STONE TOE APPROX, 0.5 FT
ABOVE BASEFLOW
BASEFLOW
FINISHED BED
ELEVATION
�L STONE TOE APPROX. 1 FT BELOW
1� FINISHED BED ELEVATION
IMPERVIOUS SWALE
1.0' OF WELL- GRADEDC LASS B
AND CLASS A RIP RAP
12mm (OR THICKEI
HDPE PLASTIC SHEETIN
04 612 11► Lem No 1 WI-11 1 1 U V/_ 1 I I
aMIMI M I mky, 1
TYPE 2 NON -WOVEN
FILTER FABRIC
2
0 1 0.5'
22�,
s
2'
NOTES:
1. NUMBER OF LIFTS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
2. TUBLINGS WILL BE PLANTED ON ALL LIFTS ON 2' CENTERS.
1?�S
CROSS SECTION VIEW
xJIOUS SWALE
EXISTING HEADWALL
01

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Construction Sequence
1. Contractor shall begin construction only after the pre - construction conference has been held and the notice to proceed
has been issued.
2. Utility locations shown on these plans are approximate. The contractor shall have all utilities within the project limits
located and marked prior to beginning construction. The contractor will be responsible for the repair of any utilities
damaged during construction.
4. All erosion control measures shall then be installed in accordance with the erosion control plan prior to any earth moving
activities.
5. Contractor shall begin by accessing the stream excavate and center the thalweg as directed by the engineer and as shown
on the plans.
6. Contractor shall then begin excavation to build the stone toe base for the geolift structure followed by building the stone
toe base as shown on the plans and details. Any existing channel material excavated can be incorporated as fill behind the
geolift as long as it is used for sub soil fill and amended soil makes up the geolift structure and any fill surface areas to
support vegetation growth.
7. Contractor shall then install rock vanes as shown on the plans.
8. Contractor shall then install the impervious swales as shown on the plans and details and as directed by the engineer.
9. Contractor shall then install the geolift structure as shown on the plans and details and as directed by the engineer. Care
should be taken to tie the geolift structure to the impervious swale.
10. Earthwork shall be staged such that no more area will be disturbed than can be stabilized by the end of the work day
11. Contractor shall then complete the remaining work shown on the plans including applying topsoil, amending soil, and
vegetation.
12. Excess soil materials shall be stockpiled in designated staging and stockpile areas, with silt fence installed on the stream
side(s) of the base of the stockpiles and maintained when sediment has accumulated above one third of the height of the silt
fence and /or the silt fence has failed. Any excess soil shall be hauled offsite at the contractor's expense before
demobilization.
13. Staging and stockpile areas, and silt fences shall be removed and the ground shall be repaired to stable conditions once
planting is complete or once they are no longer needed. The construction access road shall be repaired to a condition
acceptable to the owner and to at least as good or better than the pre - construction condition.
14. The contractor shall request a pre -final walkthrough with the engineer and the owner where corrective punch list items
will be compiled.
15. After the punch list items have been corrected, the contractor shall request a final walkthrough with the owner and the
engineer.
16. The contractor shall only demobilize from the site with the permission of the owner after all contractual obligations
have been met.
17. The contractor shall ensure that the project is free of trash and leftover materials prior to demobilization of equipment
from the site.
' BAKER PROJECT REFERENCE NO. SHEET NO.
147273 3
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Michael Baker Engineering Inc.
1•� �, �L-, ►`� _
797 Haywood Road, Suite 201
i
Ash vle, NORTH CAROLINA 28806
Phone: [phone]
1 N T E R N A T 1 0 N A L Lcense #3F 10 49
01

4
BAKER PROJECT REFERENCE NO. SHEET NO. a
147273 4
N
N
\ \ i i l� 11 i i i i ,►' i \ ;�I' INSTj!; //LL ROCK VANE
NAD 83
? PRELIMINARY LIMWARY PLANS
DO NOT USE FOR CONSTRUCTION
IN: T/ 4 LIFT GEOLIFT UP TO
` \`\\ \ \ \ \ \\ \ \\ \\ ! ► I APR' XIMATE ELEVATION 860.0'
N � L L IMPERVIOUS SWAL E Michael Baker Engineering Inc.
\ \ I \ 797 Haywood Road, Suite 201
\ \ \
\ \ \ \ \ \\ Michael Bake Asheville, NORTH CAROLINA 28806
Phone: [phone]
\ \ \ \ \\`\ Fax: [phone]
\ N T E R N A T I 0 N A L License#: F-1 084 '
PULL BACK POINT BAR AT
\\ \
A 4.1 OF FLATTER SLOPE
EXISTING HEADWALL STRUCTURE
DO NOT DISTURB
DQ NOT' DISTURB T DES
IGHT onl \`` \ \� INSTALL 4 LIFT GEOLIFT UP TO
�`� � � \` \�` \ \\\ ` \� \� APPROXIMATE ELEVATION 860.0'
— — — — \ \ CALL OX \ \ s \ \ \\ ,�� \ \ \ \ •\ \• /
METAL POL
AP- PLY,�P�PDXI MA L\Y� \ \� \ O \\ �\\\\ Vii/ �i, ; \\ \ \ I
- 0.5�1� OF TOPSOIL` \ \ \�" �O \ ° \ \�� � � � ; � \ � \ � \ -_ - INSTALL ROCK VANE \
I N (�7 UP 9 R
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EXISTING HEADWALL STRUCTURE \\ �� \\ \\ \ \ \\ \ \ \ \
DO NOT DISTURB ss \\ \\ \ \ \\ \ \ \\ \\
o \ \ Q SIGN \
\ \ \ \ \\ \ \ \ \ \ P O S T
Poi \
OST
GEOLIFT ,--- - \\ \ \\ ` \` \` \` \`\ `\ \� \ `\ `\ \ \ \`\ `\ `� `\ Ln
APPLY SOIL AMMENDMENTS, SEED, MULCH, AND MAT
\ \\ \ 1 1 1 I I I I \ \
APPLY TOPSOIL, SEED, MULCH, AND MAT
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NOTES:
1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, LIGHTS, PAVEMENT,
STONE STRUCTURES, ETC. ANY DAMAGES SHALL BE REPAIRED TO THE PRE - CONSTRUCTION CONDITION OR
LAKE KA THERIINE
BETTER AT THE CONTRACTOR'S EXPENSE. PLAN VIEW
J
2. ALL INVASIVE SPECIES ALONG THE DAM SHALL BE ERADICADED PRIOR TO BEGINNING EARTH MOVING ACTIVITITES.
3. SOIL AMMENDMENTS SHOULD BE APPLIED TO ALL WORK AREAS. 10 o 10 Zo
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STD. NO. DESCRIPTION SYMBOL
6.62 SILT FENCE ..................................... ............................... III III III
6.63 TEMPORARY ROCK DAM .......................... ...............................
GRAPHIC SCALE
10 0 10 20
PLANS
PROJECT LENGTH
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR ALL PHASES OF
CONSTRUCTION.
TOTAL DISTURBED AREA = 0.16 Acres
EROSION
CONTROL PLAN
LOCATION: REYNOLDS VILLAGE, WINSTON SALEM, N.C.
TYPE OF WORD: BANK STABILIZATION
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CONSTRUCTION AC ESS /
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PROJECT STANDARDS v
THE FOLLOWING STANDARDS AS THEY APPEAR IN THE "NC EROSION CONTROL
PLANNING AND DESIGN MANUAL" AND ARE APPLICABLE TO THIS PROJECT AND
BY REFERENCE HEREBY ARE CONSIDERED PART OF THE PLANS.
6.62 SILT FENCE
6.63 TEMPORARY ROCK DAM
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STATE BAKER PROJECT REFERENCE NO.
N
Michael Baker Engineering Inc.
797 Haywood Road, Suite 201
'
Asheville, NORTH CAROLINA 28806
Phone: [phone]
Fax: [phone]
1 N T E R N A T 1 0 N A L License #: F -1084
FALL 2015
LETTING DATE:
JACOB M. BYERS, PE
PROJECT ENGINEER
111 Vf01' -lti
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
P.E.
00ors SIGNATURE: /
if
SHEET
TOTAL
NO.
SHEETS
EC-1
3
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
P.E.
00ors SIGNATURE: /
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PLACE COIR FIBER MATTING IN 6 INCH DEEP
TRENCH, STAKE, BACKFILL, AND COMPACT
TOP OFSTREAMBANK
ir. V
LARGE STAKE
'E
COIR FIBER MATTING
BOTTOM OF CHANNEL
FIBER MATTING AT TOE OF SLOPE.
SECURE MATTING WITH LARGE MATTING,STAKE
CROSS SECTION VIEW
NOTES
1. BANKS SHOULD BE SEEDED AND MULCHED PRIOR TO PLACEMENT OF MATTING.
2. USE COIR FIBER MATTING.
3. LARGE STAKES SHOULD NOT BE SPACED FURTHER THAN 18" APART.
4. PLACE LARGE STAKES ALONG ALL SEAMS, IN THE CENTER OF BANK, AND TOE OF SLOPE.
TRENCH -,
TRENCH
P
P
TO OF
A
TOP OF
STREAM --------------------------------------------------------
�STREAMBANK
--------------------------------------------
STAKES
COIR FIBER MATTING
TO BE EXTENDED TO
•
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•
• �'
TOE OF SLOPE
PLAN VIEW
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ROCK DAM
FLOW
CONSTRUCTION AREA UPSTREAM
STILLING BASIN
(2 FT. MAX DEPTH) J
\ - - - GEOTEXTILE FABRIC
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CLASS B
STONE
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TYPICAL SMALL MATTING STAKE
THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO -STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH 11.00 IN (27.94 CM)
HEAD WIDTH 1.25 IN (3.18 CM)
HEAD THICKNESS 0.40 IN (1.02 CM)
LEG WIDTH 0.60 IN (1.52 CM) (TAPERED TO POINT)
LEG THICKNESS 0.40 IN (1.02 CM)
I TOTAL LENGTH 12.00 IN (30.48 CM)
3.0 INCH ROOFING NAIL
TYPICAL LARGE MATTING STAKE
THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO -STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH 17.00 IN (43.18 CM) (TAPERED TO POINT)
WIDTH 2.00 IN (2.54 CM)
THICKNESS 2.00 IN (2.54 CM)
/-NO. 57 STONE BACKFILL
EXISTING CHANNEL
PLAN VIEW
2' ►
V
FLOW No v- -
2 0� ogo 2
0
1 joo�o - - -- 1
O�Ooo �,(� 2.0'
o
NO. 57 STONE BACKFILL `- GEOTEXTILE FABRIC
CROSS SECTION
NOTES:
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL.
WIRE OR PLASTIC ZIP TIES
WITH A MINIMUM TENSILE
STRENGTH OF 50 LB
BE USED TO CONS'
THE
MESH CONSISTING OF
14 GAGE WIRE AT MAX
SPACING OF 6 "x6`
TEMPORARY SILT FENCE
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE, REQUIRES USE
OF EXTRA STRENGTH FILTER FABRIC) ►
T OnCTC CUAi i QIZ 1.33 LB /LF STEEL WITH
OF 5 FEET AND SHALL
SO AS TO ALLOW FOR
FABRIC
WIRE MESH
COIR FIBER MATTING -
MECHANICALLY COMPACTED FILL 2 PASSES OF
A COMPACTION DEVICE EXERTING AT LEAST A
60 LB/IN' ON BOTH SIDES OF FENCE FENCE HEIGHT
MAX 24"
ABOVEGROUND
RUNOFF DIRECTION
FE 4 o c`1� I I
III II 8 00 `III I I
POST DEPTH
4° 24" MINIMUM
COIR FIBER MATTING
r
STEEL POST CAP
GEOTEXTILE FABRIC SHALL BE STANDARD OR EXTRA STRENGTH
SYNTHETIC FIBER CERTIFIED BY THE MANUFACTURER TO COMPLY
WITH MATERIAL REQUIREMENTS IN ASTM STANDARDS D 6461, 4632,
4491, 4751, AND 4355.
BAKER PROJECT REFERENCE NO. SHEET NO. a
147273 EC -2
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Michael Baker Engineering Inc.
797 Haywood Road, Suite 201
Michael Bake Asheville, NORTH CAROLINA 28806
Phone: [phone]
Fax [phone]
1 N T E R N A T 10 N A L License #: F -1084
N
NOTES:
1. AVOID JOINTS, UNAVOIDABLE JOINTS MUST HAVE 4 FEET OF CLOTH OVERLAP AND SHOULD TIE
INTO THE NEXT ADJACENT POST
2. PLACE ON CONTOUR EXCEPT ENDS WHICH SHOULD BE 1' ABOVE GRADE TO PREVENT CUT AROUND
3. WRAP APPROX. 6" OF GEOTEXTILE FABRIC AROUND END POSTS AND SECURE WITH TIES
4. REMOVE ONCE AREA IS STABLE
ORANGE SAFETY FENCE
STEEL POST
- L L L L L L L L L L L L L L L L L L L L L L L L L L L
L L L L L L L L L L L L L L L L L L L L L L L L L L ,_ ORANGE, UV RESISTANT,
LLLLLLLLLLLLLLLLLLLLLLLLLLL� HIGH - TENSILE STRENGTH.
LLLLLLLLLLLLLLLLLLLLLLLLLLLLL (TOYPICALRRICADEFABRIC
GRADE = Imo_
_ =1 I 1 =1 1 1 1 1 1 11 l 11 11 1 11 11 1 =1 l 11 11 11 l 11 111 -IIII 11 ill 11I III -IIII 11I 1
1'
STEEL POST - 2' DEPTH
II IIII � IIII
IIII IIII II11 IIII
IIII -IIII I I11 1111
IIlli�illl� i 11111111111
NOTES:
1. PROVIDE S STEEL POST OF THE SELF - FASTENER ANGLE STEEL TYPE.
2. PROVIDE CAPS ON TOP OF STEEL POSTS.

9/16/2015
R.\ 147273 -Ldke- Katherine \Design \Plans \147273- LK- PSH- 03- EC.dgn
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