20170417 Ver 1_Design/Maps/Site Plans_20170406

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TIF INTO
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—
PROPOSE E ISTING GRADE
GRAD CUT2
EROSION CONTROL-MAIIING
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CROSS SECTION 1+44
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PROPOS D
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4 2 1 STALL C700 C NSTRUCTED 4
3 EROSION CONTROL MATTING RIFFLE 2
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344 PROPOSED CONTOUR
PROPOSED ROCK TOE CONSTRUCTION SET
350
o TREE REMOVAL DATE: 4-6-2017
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CD GLEN VALLEY DRIVE
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0 (THERIAULT PROPERTY)
335 SCALE:
70 75 80 85 90 95 100 105 110 115 120 TEMPORARY CONSTRUCTION EASEMENT AREA
(PRESNELL PROPERTY) AS NOTED
----
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CROSS SECTION - HORIZONTAL SCALE: 1"=5' 2
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PROPOS D
GRADE
4 2 1 STALL C700 C NSTRUCTED 4
3 EROSION CONTROL MATTING RIFFLE 2
3
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CROSS SECTION 1+63
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SURVEYED CONTOURS
351- NC FLOODMAP LIDAR CONTOURS
EXISTING CENTERLINE OF STREAM H
355 ------- — — PROPOSED CENTERLINE OF STREAM
— EXISTING TOP OF BANK
344 PROPOSED CONTOUR
PROPOSED ROCK TOE CONSTRUCTION SET
350
o TREE REMOVAL DATE: 4-6-2017
-° CUT (SECTION VIEW) REVISIONS:
W
< FILL (SECTION VIEW)
345
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U LOD LIMITS OF DISTURBANCE
3 W TCE TEMPORARY CONSTRUCTION EASEMENT
> PROJECT NO:
340 z PROPOSED CONSTRUCTED RIFFLE PROJECT NAME:
CD GLEN VALLEY DRIVE
w TEMPORARY CONSTRUCTION EASEMENT AREA
c/)(NOLAN PROPERTY) DWG NAME:
N TEMPORARY CONSTRUCTION EASEMENT AREA PROPOSED PLAN
co
0 (THERIAULT PROPERTY)
335 SCALE:
70 75 80 85 90 95 100 105 110 115 120 TEMPORARY CONSTRUCTION EASEMENT AREA
(PRESNELL PROPERTY) AS NOTED
----
5 2.5 0 5 10 STREAM BUFFER SHEET NO.
CROSS SECTION - HORIZONTAL SCALE: 1"=5' 2
350
345
75 80 85 90 95 100 105 110 115
CROSS SECTION 1+63
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SURVEYED CONTOURS
351- NC FLOODMAP LIDAR CONTOURS
EXISTING CENTERLINE OF STREAM H
355 ------- — — PROPOSED CENTERLINE OF STREAM
— EXISTING TOP OF BANK
344 PROPOSED CONTOUR
PROPOSED ROCK TOE CONSTRUCTION SET
350
o TREE REMOVAL DATE: 4-6-2017
-° CUT (SECTION VIEW) REVISIONS:
W
< FILL (SECTION VIEW)
345
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U LOD LIMITS OF DISTURBANCE
3 W TCE TEMPORARY CONSTRUCTION EASEMENT
> PROJECT NO:
340 z PROPOSED CONSTRUCTED RIFFLE PROJECT NAME:
CD GLEN VALLEY DRIVE
w TEMPORARY CONSTRUCTION EASEMENT AREA
c/)(NOLAN PROPERTY) DWG NAME:
N TEMPORARY CONSTRUCTION EASEMENT AREA PROPOSED PLAN
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0 (THERIAULT PROPERTY)
335 SCALE:
70 75 80 85 90 95 100 105 110 115 120 TEMPORARY CONSTRUCTION EASEMENT AREA
(PRESNELL PROPERTY) AS NOTED
----
5 2.5 0 5 10 STREAM BUFFER SHEET NO.
CROSS SECTION - HORIZONTAL SCALE: 1"=5' 2
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EXISTING CENTERLINE OF STREAM H
355 ------- — — PROPOSED CENTERLINE OF STREAM
— EXISTING TOP OF BANK
344 PROPOSED CONTOUR
PROPOSED ROCK TOE CONSTRUCTION SET
350
o TREE REMOVAL DATE: 4-6-2017
-° CUT (SECTION VIEW) REVISIONS:
W
< FILL (SECTION VIEW)
345
u') _j —x —x —x — EXISTING 6" CHAIN LINK FENCE
Q
U LOD LIMITS OF DISTURBANCE
3 W TCE TEMPORARY CONSTRUCTION EASEMENT
> PROJECT NO:
340 z PROPOSED CONSTRUCTED RIFFLE PROJECT NAME:
CD GLEN VALLEY DRIVE
w TEMPORARY CONSTRUCTION EASEMENT AREA
c/)(NOLAN PROPERTY) DWG NAME:
N TEMPORARY CONSTRUCTION EASEMENT AREA PROPOSED PLAN
co
0 (THERIAULT PROPERTY)
335 SCALE:
70 75 80 85 90 95 100 105 110 115 120 TEMPORARY CONSTRUCTION EASEMENT AREA
(PRESNELL PROPERTY) AS NOTED
----
5 2.5 0 5 10 STREAM BUFFER SHEET NO.
CROSS SECTION - HORIZONTAL SCALE: 1"=5' 2
Q 5 C
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LEGEND: 0
SURVEYED CONTOURS
351- NC FLOODMAP LIDAR CONTOURS
EXISTING CENTERLINE OF STREAM H
355 ------- — — PROPOSED CENTERLINE OF STREAM
— EXISTING TOP OF BANK
344 PROPOSED CONTOUR
PROPOSED ROCK TOE CONSTRUCTION SET
350
o TREE REMOVAL DATE: 4-6-2017
-° CUT (SECTION VIEW) REVISIONS:
W
< FILL (SECTION VIEW)
345
u') _j —x —x —x — EXISTING 6" CHAIN LINK FENCE
Q
U LOD LIMITS OF DISTURBANCE
3 W TCE TEMPORARY CONSTRUCTION EASEMENT
> PROJECT NO:
340 z PROPOSED CONSTRUCTED RIFFLE PROJECT NAME:
CD GLEN VALLEY DRIVE
w TEMPORARY CONSTRUCTION EASEMENT AREA
c/)(NOLAN PROPERTY) DWG NAME:
N TEMPORARY CONSTRUCTION EASEMENT AREA PROPOSED PLAN
co
0 (THERIAULT PROPERTY)
335 SCALE:
70 75 80 85 90 95 100 105 110 115 120 TEMPORARY CONSTRUCTION EASEMENT AREA
(PRESNELL PROPERTY) AS NOTED
----
5 2.5 0 5 10 STREAM BUFFER SHEET NO.
CROSS SECTION - HORIZONTAL SCALE: 1"=5' 2
70 75 80 85 90 95 100 105 110 115 120 TEMPORARY CONSTRUCTION EASEMENT AREA
(PRESNELL PROPERTY) AS NOTED
----
5 2.5 0 5 10 STREAM BUFFER SHEET NO.
CROSS SECTION - HORIZONTAL SCALE: 1"=5' 2

PLANTING DETAILS
SEEDLING/LINER BARER❑❑T PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
� 2'
HEALING IN
1. Locate a healing -in site In a shady, well
protected area.
6
2. Excavate a flat bottom trench 1. Insert planting bar 2. Remove planting bar 3 Insert planting bar
12' deep and provide drainage. as shown and pull handle and place seedling at 2' toward planter
Y7toward planter, correct depth. from seedling.
3. Backfill the trench with 2' well
rotted sawdust. Place a 2' layer of
well rotted sawdust at a sloping angle
at one end of the trench.
4. Place a single layer of plants
agqainst the slopping end so that 6 Leave compaction
tFie root collar is at ground level. 4. Pull handle of bar 5. Push handle forward hole open. p Water
toward
bottom' firming firming soil at top. thoroughly.
KBC PLANTING BAR
Plantin bar shall have a
5. Place a 2' la er of well rotted PLANTING N ❑ T E S I blade w�th a triangular
sawdust overhe roots maintaining cross section and shall
a sloping angle. be 12' ion 4� wide and
PLANTING BAG 1' thick av center.
Durin planting, seedlln s
shall �e kept in a moss
canvas ba or similar I
container to prevent the
root systems from drying. II
6. Repeat layers' of plants and sawdust ROOT PRUNING
as necessary and water thoroughly. A, All seedlings shall be root
pruned, If necessary, so that
no roots extend more than
10 Inches (10') below the
REFORESTATION DETAIL r°ot
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SCALE:
1
SCALE: NOT TO SCALE
2'-6" # r
(TYP.)
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NOTES:
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1.
CHECK SLOTS TO BE CONSTRUCTED AT
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25' INTERVALS.
II
17
2.2
2.
ALL MATTING TO BE SECURED WITH WOODEN
II
18
\\�
24
STAKES ACCORDING TO THE SPECIFICATIONS
10
Riprap Riprap
AT 5' INTERVALS.
TERMINAL SLOPE AND CHANNEL
LONGITUDINAL ANCHOR ANCHOR TRENCH
3.
FABRIC OVERLAP WHEN 2 ROWS OF MATERIAL
TRENCH
Boulder
ARE USED SHALL BE PLACED WITH THE
40% 0%
15% 5%
UPPER ROW OF MATERIAL PLACED OVER THE
*
Sorgastrum nutans
LOWER ROW OF MATERIAL.
5
4.
TRENCH MATTING AT TOP AND BOTTOM OF
TAKE AT 3'-5�
MAT AS SHOWN IN DETAIL
a� * INTERVALS
5.
OVERLAP FABRIC IN DIRECTION OF FLOW WITH
MATTING UPSTREAM ON TOP OF DOWNSTREAM
MAT.
r r
6.
MATTING WILL BE INSTALLED ACCORDING TO
_ o`,
THE SPECIFICATIONS.
CHECK SLOT AT
25' INTERVALS (MIN)
I'(OMFTRI('. VIFW
�c 6"
12^ \\/
INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT
ODEN STAKES
COIR MATS CHANNEL INSTALLATION
SCALE: NOT TO SCALE
STREAM BANK
1V
2H
CLASS II ROCK TOE MIX
65% CLASS II RIPRAP
25% CLASS B RIPRAP
10% #57 STONE MIX
PRIOR TO PLACEMENT
BANKFULL ELEV. VARIES
EROSION CONTROL FABRIC
END TOE PROTECTION AT BANKFULL ELEVATION
24"
I
ROCK TOE PROTECTION
SCALE: NOT TO SCALE
STREAM CHANNEL
2' MAX HEIGHT
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TRANSITION
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i 34 ZS
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END OF RIFFLE
5' TAIL LENGTH
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•�•.�, RIFFLE
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NTS
TARI F 1 n - (f)NCTRI IC'.TFn RIFFI F niMFNCInNS
Riffle
(TYP.)
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TARI F 1 n - (f)NCTRI IC'.TFn RIFFI F niMFNCInNS
Riffle
Class
Length "L"
(ft)
Width "A"
(ft)
Depth "B"
(in)
1
Boulder
55
2.2
36
2
II
17
2.2
24
3
II
18
2.2
24
PRIOR TO STONE
PLACEMENT
(TYP. BOTH SIDES)
FOR RIFFLES
2 AND 3
NOTE: EXTEND
RIFFLE MIX WITH
BOULDERS
TO BANKFULL
ELEVATION
FOR RIFFLE 1.
SEE PLAN
VIEW AND CROSS
SECTIONS
SHEET 2.
NOTE: IN BOULDER RIFFLES PROVIDE MINIMUM 2'x2'x3' BOULDERS
ESTIMATED 30 BOULDERS REQUIRED FOR RIFFLE 1. ALTERNATE BOULDERS ON
NORTH AND SOUTH SIDE OF CHANNEL ALONG ENTIRE LENGTH.
NOTE:
1. UNDERGROUND UTILITY LOCATIONS APPROXIMATE.
CONTRACTOR TO VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION.
TABLE 2.0 - CONSTRUCTED RIFFLE MIX
Riffle Mix Chart
Percent
of Mix
Percent
Elymus hystrix
NCDOT NCDOT
NCDOT NCDOT
Riffle Class
Beaked panic grass
15
NCDOT#57
Virginia wild rye
Boulder
Class II Class I
Class B Class A
10
Coreopsis lanceolata
Lanceleaf tickseed
Stone
Dichanthellum candestinum Deertongue
10
Riprap Riprap
Riprap Riprap
II
0%
65% 00/0
30% 0% 5%
Boulder
40%
40% 0%
15% 5%
PROPOSED CONSTRUCTED RIFFLE
SCALE: NOT TO SCALE
NOTES:
1. PLANTING ZONE A TO BE PLANTED WITH A COMBINATION OF THE FOLLOWING
SMALL TREES/SHRUBS: (ROOTED PLANT PLUGS/TUBELINGS - 12"-18" IN
HEIGHT. LIVE STAKES MAY BE USED UPON APPROVAL BY THE CITY).
520 PLANTS TOTAL (3' ON CENTER SPACING)
LINDERA BENZOIN - SPICEBUSH (130 PLANTS)
ILEX VERTICILLATA - WINTERBERRY HOLLY (130 PLANTS)
CORNUS AMOMUM - SILKY DOGWOOD (130 PLANTS)
ALNUS SERRULATA - TAG ALDER (130 PLANTS)
STREAM BANKS IN ZONE A TO BE MATTED WITH C700 EROSION CONTROL
FABRIC. PLACE RIPARIAN SEED, THIN LAYER OF STRAW, AND THEN MATTING
PRIOR TO PLANT INSTALLATION.
2.CONTRACTOR TO REPLANT DISTURBED AREA IN ZONE B TO MATCH EXISTING
GRASS ON SITE. (FESCUE) AND MULCH WITH STRAW. NO TREES OR SHRUBS
REQUIRED FOR ZONE B.
3.PLANTING STOCK TO BE GROWN BY NURSERIES WITHIN THE SAME
PHYSIOGRAPHIC REGION (PIEDMONT) AND WITHIN 200 MILES OF THE PROJECT
SITE.
4.FERTILIZER RECOMMENDATIONS:
LIME iX TON/AC
PHOSPHATE 20-40 LBS/AC
POTASH 50-70 LBS/AC
WATERING REQUIREMENTS ONCE/WEEK IF NO RAIN
5.CONTRACTOR MAY USE RIPARIAN SEED MIX AS SHOWN IN THE TABLE ABOVE
OR ERNST CONSERVATION SEEDS PIEDMONT RIPARIAN SEED MIX. APPLICATION
RATE 25 LBS/AC.
6.TEMPORARY SEED TO BE PLACED IN ALL ZONES. SEE TABLE.
• H�
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PROPOSED Z
ROCK TOE ♦"MM---. Z 1
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of
Permanent Riparian Seed Mix Zone A
Scientific Name
Common Name
Percent
Elymus hystrix
Bottlebrush grass
15
Panicum anceps
Beaked panic grass
15
Elymus virginicus
Virginia wild rye
10
Bidens frondosa
Devil's beggartick
10
Coreopsis lanceolata
Lanceleaf tickseed
10
Dichanthellum candestinum Deertongue
10
Andropogon gerardii
Big bluestem
5
Juncus effusus
Common rush
5
Vernonla noveboracensis
Ironweed
5
Schizachyrium scoparium
Little bluestem
5
Sorgastrum nutans
Indian grass
5
Tripsicum dactyloides
Gamma grass
5
Temporary Seed Mix to be Sown Simultaneously With the
Permanent Seed in Zone A, B & C
Grass Type Time of Year to Plant IPlanting Rate (lbs/acre)
Rye Grain August 15 - May 1 15
Brown -top millet May 1 - August 15 15
PLANTING ZONES
ZONE A (374 SY.)
ZONE B (299 SY.)
PROPOSED ROCK TOE
10 5 0 10 20
PLAN VIEW -SCALE 1"=10'
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CONSTRUCTION SET
DATE: 4-6-2017
REVISIONS:
PROJECT NO:
PROJECT NAME:
GLEN VALLEY DRIVE
DWG NAME: STREAM STABILIZATION
AND PLANTING PLAN
SCALE:
1 "=10'
SHEET NO.
3

15 FEET •HIGf
C--- -""" EXE`•
303 GLEN VALLEY DR.
PIN: 1706733905
PUMP
ZONE
ACTIVE WORK ZONE
250' MAX
DISCHARGE WITH ROCK SILT SCREEN
STABLE OUTLET (NOTE 3) SUMP HOLE
OR ON BEDROCK OR POOL
INLET
— �0IV
I 1 ( INTAKE HOSE
DISCHARGE
HOSE DEWATERING
\ SEDIMENT PUMP:�
FLOC
_ _ AS�EDFD — —
SPECIAL STILLING BASIN DIVERSION PUMP
WITH ROCK PAD RAW PUMP
BASE FLOW
NOTE: 1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY.
2. ROCK SILT SCREENS REQUIRED FOR PUMP
AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL
FOR ENERGY DISSIPATION AND 45°
ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT
THE WATER DISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WILL
BE APPROVED BY THE DESIGNER PRIOR TO PUMPING.
TYPICAL PUMP AROUND OPERATION
SCALE: NOT TO SCALE
' 1 \
I �
I JOSEPH H. THERIAULT
AND CHERYL H. THERIA6L_f
CE
PRESNELL
EASEMENT=698 SF.
ss TEMPORARY CHECK DAM
EXISTING
4' WOOD FENCE
(TO BE REMOVED
AND RESET)
20 10 0 20 40
PLAN VIEW - SCALE 1"=20'
COR SW -20.08
TOP OF BANK
B ENS__ E 1
(RESET PROREERTY CORN
\ all
o i v i nL-rx l)
i
REMOVED, STORED, AND
RELOCATED
SSELL E. NOrA"
NORTHWOOD DR.
PI 6734709
GENERAL NOTES:
1. FENCES: THE CONTRACTOR SHALL REMOVE AND RESET ALL FENCES AS NOTED IN THE
PLANS AND/OR AS DIRECTED BY THE ENGINEER. THE EXACT LOCATION AND DIMENSIONS
OF THE THESE ITEMS TO BE REMOVED OR DISTURBED DURING CONSTRUCTION SHALL
BE RECORDED AND PHOTOGRAPHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
2. TREES, SHRUBS, AND HEDGES: THE CONTRACTOR SHALL PROTECT ALL TREES AND
SHRUBS OUTSIDE OF THE LIMITS OF DISTURBANCE. THE CONTRACTOR IS ALSO
REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. USE
PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED WORK AREAS. TREE
ROOTS EXPOSED AND/OR DAMAGED DURING CONSTRUCTION SHALL BE PRUNED USING
EQUIPMENT SPECIFICALLY DESIGNED FOR PRUNING. ALL PRUNING SHALL BE
ACCOMPLISHED BY AN ISA CERTIFIED ARBORIST.
3. GRASSED SURFACE RESTORATION: ALL EXISTING GRASSED AREAS DISTURBED DURING
CONSTRUCTION ARE TO BE SEEDED AND MULCHED PER THE SPECIFICATIONS UNLESS
OTHERWISE INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.
4. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH AND/OR
NCDOT STANDARD DETAILS AND SPECIFICATIONS.
5. ANY DISTURBANCE WITHIN THE RIGHT—OF—WAY WILL BE REQUIRED TO BE REPLACED TO
THE CITY OF RALEIGH AND/OR NCDOT STANDARDS AND INSPECTED.
6. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE
LATEST CITY OF RALEIGH STANDARD DETAILS AS FOUND ON THE CITY WEBSITE:
HTTP://WWW. RALEIGH NC.GOV/BUSI N ESS/CONTENT/PLAN DEV/ARTICLES/DEVS
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES AS CALLED FOR ON THE PLANS IN
COORDINATION AND APPROVAL OF THE CITY/PROJECT MANAGER; INSPECT AND MAINTAIN ALL
EROSION CONTROL MEASURES AND DEVICE AFTER EACH RAIN EVENT AND FOR THE
DURATION OF CONSTRUCTION.
2. REMOVE AND STORE EXISTING WOOD FENCE.
3. PERFORM CLEARING, GRUBBING, AND DEBRIS REMOVAL AS SHOWN ON THE PLANS.
4. INSTALL STREAM PUMP AROUND OR OTHER STREAM DIVERSION MEASURE TO PROTECT WORK
AREA ALONG BANK.
5. GRADE STREAM BANK AND CHANNEL AS SHOWN ON PLAN. INSTALLING BED AND BANK
STRUCTURAL MEASURES AS WORK PROCEEDS.
6. STABILIZE CHANNEL BANK WITH SEED AND MATTING DAILY AS WORK PROGRESSES.
7. STABILIZE ALL OTHER AREAS DISTURBED BY CONSTRUCTION.
8. RESET THE WOOD FENCE.
9. REMOVE EROSION CONTROL MEASURES WHEN APPROVED BY CITY.
10. COMPLETE AS—BUILT SURVEY.
SURVEY BY:
RWK, PA
101 W. MAIN STREET, SUITE 202
GARNER, NC 27529
DATUM: HORIZONTAL AND VERTICAL DATUM ASSUMED.
CONTROL POINT
NORTHING
EASTING
ELEVATION
DESCRIPTION
TBM 1
4870.028
5231.040
ELEV=353.31
60D
TBM 2
4756.240
1 5231.282
ELEV=348.87
60D
TBM 3
4923.81
1 5125.74
ELEV=358.30
PK NAIL
LIMITS OF DISTURBANCE = 8,007 SF
NOTES:
1. UNDERGROUND UTILITY LOCATIONS APPROXIMATE.
CONTRACTOR TO VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION.
2. MORPHOLOGICAL DATA COLLECTED BY:
WARD CONSULTING ENGINEERS, P.C.
4805 GREEN ROAD, SUITE 100
RALEIGH, NC 27616
3. PROPERTY BOUNDARY SHOWN BASED ON PLANEMETRICS EXCEPT
WHERE EIP LOCATED BY SURVEYOR.
LEGEND:
3�8
EXISTING SURVEYED CONTOURS
358 _
NC FLOOD MAP CONTOURS
-------
BUFFER LIMITS
SS -
EXISTING SANITARY SEWER
GAS
EXISTING GAS LINE
_w W
EXISTING WATERLINE
oHE
EXISTING OVERHEAD ELECTRIC
— - — - — - —
CENTERLINE OF STREAM
— —
EXISTING TOP OF BANK
—X —x —X
— EXISTING 6" CHAIN LINK FENCE
Loo
LIMITS OF DISTURBANCE
TCE
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY CHECK DAM
TREE REMOVAL
o
TBM SET BY RWK, PA
FENCE TO BE REMOVED
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CONSTRUCTION SET
DATE: 4-6-2017
REVISIONS:
PROJECT NO:
PROJECT NAME:
GLEN VALLEY DRIVE
DWG NAME: EXISTING CONDITIONS
AND EROSION CONTROL PLAN
SCALE:
1 "=20'
SHEET NO.
1