20150633 Ver 1_More Info Received_20150722

Strickland, Bev
From: Hamlett, Mark A.
Sent: Wednesday, July ZZ'ZUl58:3ZAM
To: Strickland, Bev
Subject: RE: South Mountain Game Land Culvert DVVR#150633
Bev,
Sorry for the delay. | was on vacation for the past week and just got back in the office today. Attached are pdfsofthe
permit drawings. Please let me know if you need anything else.
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From: Strickland, Bev
Sent: Wednesday, 3uh15, 2015 10:01 AM
To: Hamlett, Mark A.
Subject: South Mountain Game Land Culvert - DWR#150633
Mr. Hamlett,
I am trying to scan in the maps/site plans for the above project and the details are not being captured because they are
so light. Can you email meapdf copy of the plans submitted for the above project?
Thanks
Bev
Beve�dy Striddarid, Laserfid� ie AdrrflrflstraU)r
NCDENR Division of Water Resources
Physical: Suite 1229,512N Salisbury, N[
Mailing: Mail Service Center 1617, Raleigh, N[ 27699'1617
Phone#919'7O7f8789
Email Address: Bev.Strick|[e-mail]
1

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INOT RELEASED FOR CONSTRUCTION
DATE: JUNE 19, 2015
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
SHEET INDEX
SD -1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
SD -3.0 GRADING PLAN
SD -6.0 PROFILES
SD -7.0 LANDSCAPE PLAN
SD -7.1 PLANT SCHEDULE
SD -8.0 DETAILS
SD -8.1 DETAILS
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699 -1720
(919) 707 -0150 FAX: [phone]
PROJECT
SOUTH MOUNTAINS GAME LAND
STREAM CROSSING #1
GAME LAND ACCESS ROAD (OF OFF US 226)
RUTHERFORD COUNTY, NC
PERMIT DRAWINGS
NOTE
Elevations For All Sheets are based on assumed elevations
VICINTY MAP
35' COORDIN
35'
81' 49' 25.1 "
J64
IMCDC WELL COUNT
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Z n a n 3 N v ALEIGH, NORTH CAROLINA 27699
° RUTHERFORD COUNTY, NC SOUTH MOUNTAINS GAME LAND �'� /
n p - RESOURCES phone: [phone]
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MMISS�O�
EXISTING CONDITIONS
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Date:
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/ File Name:
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1
Designed: MAH
10 0 20 30 / Drawn: MAH
Approved: N/A
Sheet No.
Scale 1" = 10' /
SD -1.0

1000
999
— — — — — — — — — — — — — —
998
997 --- -__�__
996 —_ --
995
994 -------- - - - - --
993
— — — — — — — — — — — — — —
992
0 +00 0 +10
EXISTING GRAVEL ROAD
24 " CMP TO BE
REMOVED
-----tttt t--;� TT-
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18 " RCP TO BE
REMOVED
1 /SD -6.0
EXISTING PROFILE - STREAM CENTERLINE
NO SCALE
1001
1000
999
998 - - --
997
996
995
994
993
992
991
0 +00
//EXISTING THALWEG
PROFILE
11—PROPOSED THALWEG
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MIN. 12" COVER
OVER PIPE
INOT RELEASED FOR CONSTRUCTION
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TO BE REMOVED
EXISTING GRAVEL
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EMBED INLET
MAX. 40% CMP PIPE ARCH
CMP PIPE ARCH INV. OUT = 992.46 EMBED OUTLET
INV IN — 992.46 MIN. 20%
PROPOSED STREAMBED
PROFILE
2 /SD -6.0
PROPOSED PROFILE - STREAM CENTERLINE
NO SCALE
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File Name:
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Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: NIA
Sheet No.
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° PLANTING NOTES /()()o D
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/ 1. Tree plantings and bed lines shall be stoked by Landscape Contractor U
+ for Landscape Architect's approval prior to installation. The Landscape Q
/ Architect reserves the right to make adjustments to planting locations 0
/ / I as necessary.
2. Add shredded hardwood mulch to all planting beds at a depth of 3 inches. O
J. Landscape Contractor is responsible for maintaining all installed plants
and town areas until issuance of Written Certificate of Final Completion LU
by the Landscape Architect. I
�— 4. All tree, shrub & groundcover materials shall be planted within 24 hours
after delivery.
5. Landscape Contractor shall make all arrangements for temporary irrigation
/ system services, permits and fees as needed. Date:
6. Plant material list is prepared for estimating purposes only. Contractors 6 -16 -2015
/ make their own quatity takeoffs using drawings to determine quantities to their File Name:
1 0 30 / satisfaction, reporting any discrepancies which may affect bidding to Landscape SMGL -CR1
Architect. Surveyed: JCF
Designed: MAH
7. Nursery tags to remain on trees until plant material is approved by Landscape Drawn: MAH
Scale 1" = 10' / Architect. Approved: N/A
B. All disturbed areas to be seeded per Erosion Control Plan Permanent Seeding bheet No.
/ I Schedule unless otherwise specified. SD -7.0

Z
O
TEMPORARY & PERMANENT SEED SCHEDULE
T
PROVIDE 3 GUYS FOR EACH
TREE SPACED EQUALLY AROUND
TREE THREAD WIRE THRU
COMMON NAME
SCIENTIFIC NAME RATE
O
GROMMETTEO TAPE BY GCS, INC.
(PHONE: [phone])
ANNUAL SEED MIX
V
OR APPROVED EQUAL
Browntop Millet
Panicum ramosum 10 lb/ac
W
2 STRANDS 12 GAUGE
GALV. WIRE TWISTED TIGHT.
GROUNDCOVER PLANT (TYP.)
Buckwheat
Eriogonum spp. 151b /aC
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STAKING NOTE
PROVIDE SAFETY FLAGGING ONLY STAKE &GUY TREES 4'" CAC /PER
Winter Rye
Lolium spp. 30 lb/ac
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ON EACH GUY AND LARGER OR IN WINDY LOCATIONS
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Winter Wheat
Triticums 15 lb /ac
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AS DIRECTED BY LANDSCAPE ARCHITECT
8" SOIL SAUCER AROUND TREE
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PERMANENT NATIVE MIX
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42" LONG #4 REBAR
Arrowleaf tearthumb
Polygonum sagittatum
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STAKE DRIVEN 39 INTO
GROUND (PLACE STAKES
SPACING PER PLANT
SCHEDULE
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Big bluestemn
Andropogon gerardii
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WITHIN MULCHED AREA) _ EE PIT _ _ AMENDED FINISHED GRADE
3'" DEPTH MULCH - - SOIL AREA -
Blackeyed Susan
Rudbeckiahirta
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(REEK MULCH 6" FROM
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Blue wmain
Verbena hastata
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TRUNK OF TREE)
Deer tongue
Panicum clandestinum
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Eastern bur reed
Spargantum americanum
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AMENDED SOIL AREA
THOROUGHLY TILL IN
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Green bulrush
Scirpus atrovirens
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Grey headed cone flower Raribida pinnata
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AND TOP OF WIRE &45KE7 45 °MIN. PLANTING 50 /L MIXTURE
AFTER TREE /S SET AND AMENDMENTS TO DEPTH
Hop sedge
Carex lupulina
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APPROVED BY LANDSCAPE
8' MIN OF 8" (IN SOME
SITUATIONS, LAWN WILL
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Indian wood oats
Chasmanthium datifolium
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ARCHITECT -
( HERE SPACE ALLOWS) -' BE PLANTED OVER THIS
6° DEPTH PLANTING 50 /L AREA).
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Lanceleafcoreopsis
Sorghastrum nutans
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MIXTURE TAMPED FIRM _ 3X BALL D/A.
FIN /SH GRADE
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BENEATH Roo? BALL. -
TREES IN LAWN
PLANTING SOIL
Little bluestem
Shizachyriumscoparium
GENERAL NOTES: MINIMUM 5 DIAMETER.
MIXTURE
Man leaved bulrush
Y
Sci rpuspolyphyllus
1. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISH GRADE.
THAT
45' MIN.
Nodding bur-marigold Bidens cernua
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2. SCARIFY AND BOTTOM OF PIT
GENERAL NOTES.-
Oxeye sunflower
Y
Helto s:s helianthoides
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- Q
J. BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN B" LAYERS, HAND TAMPED TO REMOVE VOIDS
4. WHEN 213 BACKFILLED. FILL WITH WATER.
1. THROROUGHLY TILL IN PLANTING SOIL MIXTURE AMENDMENTS TO DEPTH OF 8" IN ENTIRE GROUNDCOVER BED AREA.
Partridge pea
Chamaecrista fasciculata
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5. AFTER PLACING AND AND - TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED.
2. WORK SOIL TO LOOSE, UNIFORMLY FINE TEXTURE
Pennsyhania smartweed Polygonumpensylvanicum
¢
y
6. STAKE AND GUY TREES IF APPLICABLE
Z DO NOT WRAP TREE TRUNKS.
3 HAND -TAMP BACKFILL 70 REMOVE VOIDS AND AIR POCKETS,
4, WATER IMMEDIATELY AFTER PLANTING UNTIL NO MORE WATER IS ABSORBED.
Purple Cone flower
Echinacea purpurea
GROUND COVER PLANTING
Showyats Oenothraspelarifolium
Showy evening primrose Oenorhera speciosa
TYPICAL TREE PLANTING
Showy tickseed sunflower Bidens arisrosa
Smooth panic grass
Panicum dichotomiflorum
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Soft rush
Juncus effusus
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Switch grass
Panicum virgatum
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Virgin wild rye
Elymus virginicus
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COMBINED TOTAL: 15 lb/ac
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FINISHED GRADE
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THOROUGHLY TILL IN
PL AN SOIL MIXTURE
AMENDMEDME NTS TO DEPTH
PLANT SCHEDULE
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OF 8" IN ENTIRE SHRUB
BED AREA.
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3" DEPTH MULCH
BOTANICAL NAME COMMON NAME
QUANTITY HEIGHT SPREAD /CALIPER SPACING
REMARKS
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(KEEP MULCH AWAY FROM
CODE TREES
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SHRUB PIT BASE OF PLANT MIN. 4 )
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PULL ROOTS CUT OF
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ARON ARON/A ARBUTIFOLIA RED CHOKEBERRY
14 5 GAL AS SHOWN
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14 5 GAL - A.S.SHOWN
FWF CON
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MIXTURE TAMPED FIRM
SAMC SAMBUCUS CANADENSIS ELDERBERRY
13 5 GAL AS SHOWN
FWF CON
SHRUBS IN LAWN
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BENEATH ROOT BALL _ 3X BALL CIA. MINIMUM 4' DIAMETER:
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GENERAL NOTES:
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21 SCARIFY SIDES AND BOTTOM OF PIT.
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3 BACKFILL SHRUB PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 6" LAYERS, HAND - TAMPED, TO REMOVE VOIDS
V
4. WHEN 213 BACKFILLED, FILL WITH WATER.
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5. AFTER PLACING AND HAND - TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE lS ABSORBED.
v
GROUND COVERS / GRASSES / PERENNIALS
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TYPICAL SHRUB PLANTING
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SEED PERMANENT NATIVE MIX
650 SF
NATIVE CRASS AREA TO BE MOWED
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ONCE IN LATE WINTER TO 6' -8" HEIGHT
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SEED ALL DISTURBED AREAS
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PER PERMANENT SEEDING SCHEDULE
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SEE EROSION CONTROL PLAN
TURF F MULCH
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NOTES:
APPROX. 3Q DEGREES 7 1. EXCAVATE TRENCH BY HAND W/ SPADE
MULCH SHREDDED HARDWOOD
1,250 SF
APPROX. 45 DEGREES r, _ TURF 2. ADD Exc£ss solL To ADJACENT PLANT
MULCH BED AFTER PULLING BACK EXISTING MULCH.
RATE SOIL AND SMOOTH BEFORE MULCHING
Date:
SUBGRADE =i i'-
4'MlN
6 -16 -2015
614Ax.
File Name:
— _ =
SMGL -CR1
ABBREVIATIONS: EWE FULL WELL FORMED MS MULTI- STEMMED TRUNK
EGG EGG CAN CONTAINER CON CONTAINERIZED MATERIAL
Surveyed:
JCF
Designed:
MAH
SP SPECIMEN MATERIAL CAL TRUNK CALIPER
B &B BALLED AND BURLAPPED BR BARE ROOT MATERIAL
Drawn:
MAH
LAWN EDGE DETAIL
IF TREE FORM HABIT GAL GALLON CONTAINER
SF SQUARE FEET ESP ESPALIER
Approved:
NIA
Sheet No.
SD -7.1

EX. CANAL /CHANNEL
-\ Sp
\ sF
INSTALL SAND BAG DIKE
UPSTREAM AND DOWNSTREAM
OF PIPE PRIOR TO REMOVAL,
MAINTAIN DIKES UNTIL
CULVERT IS REPLACED AND
BACKFILLED
1 /SD -8.0
TYPICAL CULVERT INSTALLATION
NO SCALE
�i.
V
/ INSTALL SILT FENCE
ACROSS TOP OF EA. END OF
PIPE
s� \
EX. ROAD /PATH
ST�
\ SF
INSTALL SILT FENCE
ACROSS TOP OF EA. END OF
PIPE
EX. CANAL /CHANNEL
MIN. 12" COVER
III III I III III III
II
-III
2 /SD -8.0
CULVERT CROSS SECTION
NO SCALE
EXISTING GRAVEL
ROAD
—III III -
- COMPACT BACKFILL
IN 6" LIFTS
83'X57" CMP PIPE ARCH
WITH 912" CORRUGATIONS
(� I (CONTECH OR EQUIVALENT(
— i
—I, EXISTING STREAM BED
PLACE ROCK TO MATCH
NATURAL STREAM CHANNEL
INOT RELEASED FOR CONSTRUCTION
NOTES:
1. ONLY PERFORM CULVERT REPLACEMENT DURING A PERIOD OF LOW
OR NO FLOW, AND WHEN NO SIGNIFICANT RAIN IS FORECASTED.
2. INSTALL SAND BAG DIKES UPSTREAM AND DOWNSTREAM OF EXISTING
CULVERT. PUMP OUT ANY WATER TRAPPED BETWEN DIKES. IF THERE IS
ANY FLOW IN EX. CHANNEL, MAINTAIN A BYPASS PUMP DURING
INSTALLATION.
3. REMOVE EX. CULVERT.
4. INSTALL STONE BASE, CULVERT, AND BACKFILL CULVERT.
5. INSTALL SILT FENCE ON EITHER SIDE OF NEW CULVERT.
6. REMOVE SAND BAG DIKES.
7. SEED AND MULCH ALL DISTURBED AREAS.
1) GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DISPOSITION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER IF SLOPES ARE 10' OR LESS IN
THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR 14 DAYS 7 —DAYS FOR SLOPES GREATER
FLATTER THAN 50 FEET IN LENGTH
• ALL OTHER AREAS
WITH SLOPES 14 DAYS NONE (EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES)
3 /SD -8.0
DWR GROUND COVER REQUIREMENTS
NO SCALE
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Date:
2 -26 -2015
File Name:
SMGL -CR1
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: NIA
Sheet No.
SD-8.0

I . OBTAIN ALL REQUIRED FEDERAL, STATE AND LOCAL APPROVALS AND PERMITS.
2. SCHEDULE AND HOLD A PRE— CONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND— DISTURBING ACTIVITIES. THIS MEETING SHOULD
BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY, ALL INVOLVED CONTRACTORS AND THE DESIGN TEAM.
3. INSTALL TEMPORARY 24" SINGLE WALL HDPE DIVERSION PIPE. ENSURE MINIMUM 2' COVER UNDER EXISTING GRAVEL ROAD.
4. INSTALL TEMPORARY SAND BAG DAMS AND ROUTE STREAM THROUGH DIVERSION PIPE.
5. WHEN THE WORK AREA IS DRY, REMOVE EXISTING CULVERTS.
6. INSTALL NEW CMP PIPE ARCH CULVERT. EMBED PIPE AS SHOWN ON PLANS. PLACE MATERIAL IN PIPE TO MATCH EXISTING STREAM
CHANNEL.
7. EXCAVATE MATERIAL FROM EXISTING STREAM BED TO MATCH PROPOSED PROFILE,
B. REMOVE SAND BAG DAMS AND DIVERSION PIPE TO RESTORE STREAM FLOW THROUGH THE CULVERT.
9. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN THE SPECIFIED NUMBER OF DAYS.
1 /SD-8.1
CONSTRUCTION SEQUENCE
NO SCALE
3 /SD -8.3
NOT USED
NO SCALE
INOT RELEASED FOR CONSTRUCTION
CONSTRUCTION
STEP 1: REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE THE SAND BAGS WILL BE PLACED. INSTALL SANDBAGS UPSTREAM AND
DOWNSTREAM OF CULVERTS TO BE REPLACED, IF THERE IS STANDING WATER IN THE EXISTING CHANNEL.
STEP 2: LAY OUT THE IMPERVIOUS POLY - FABRIC LINER WITH THE CENTER OF THE LINER LOCATED UNDER THE CENTER OF THE SAND BAG DIKE.
STEP 3: PLACE THE SANDBAGS TO THE DESIRED HEIGHT. THE DIKES SHALL HAVE A WIDTH SUITABLE TO SUPPORT THE HEIGHT. EACH ROW SHALL BE
OFFSET SO THE JOINTS ARE STAGGERED. PACK SANDBAGS TIGHTLY TOGETHER.
STEP 4: WRAP IMPERVIOUS POLY - FABRIC LINER AROUND SANDBAG DIKE AND SECURE WITH FINAL LAYER OF SANDBAGS.
STEP 5: PUMP OUT ANY WATER TRAPPED BETWEEN THE TWO SAND BAG DIKES.
MAINTENANCE
- PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS
- REMOVE IMPOUNDED TRASH AND SEDIMENT
- REMOVE ONCE CONSTRUCTION IS COMPLETE
2/SD -8.2
SAND BAG DIKE
NO SCALE
4/SD -8.1
NOT USED
NO SCALE
FILTER BAGS FILLED WITH SAND
IMPERVIOUS POLY - FABRIC, INSTALL
UNDER, AROUND AND OVER SAND BAGS
I
INSTALL SAND BAGS TO MATCH EXISTING
HEIGHT AND WIDTH OF CHANNEL
EX. CHANNEL
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Date:
2 -26 -2015
File Name:
SMGL -CR1
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -8.1

INOT RELEASED FOR CONSTRUCTION
DATE: JUNE 19, 2015
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
SHEET INDEX
SD -1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
SD -3.0 GRADING PLAN
SD -6.0 PROFILES
SD -7.0 LANDSCAPE PLANS
SD -7.1 PLANT SCHEDULE
SD -8.0 DETAILS
SD -8.1 DETAILS
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699 -1720
(919) 707 -0150 FAX: [phone]
PROJECT
SOUTH MOUNTAINS GAME LAND
STREAM CROSSING #2
GAME LAND ACCESS ROAD (OF OFF US 226)
RUTHERFORD COUNTY, NC
PERMIT DRAWINGS
NOTE
Elevations For All Sheets are based on assumed elevations
VICINTY MAP
CPS COORDIN
35 32' 53.09" I
81' 49' 41 .3
46�
IMCDCWELL COUNT
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RUTHERFORD COUNTY, NC SOUTH MOUNTAINS GAME LAND
EXISTING CONDITIONS
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NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
NORTH
DIVISION OF ENGINEERING SERVICES
CAROLINA
1720 MAIL SERVICE CENTER
\,>RALEIGH,
NORTH CAROLINA 27699
RESOURCES
Phone: [phone]
°^mnss°a
Fax: [phone]
www.ncwiidiife.org
L

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20 0
i
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TEMPORARY SAND O�
BAG DIKE
700 EXCAVATE STEAMBED"MATERIAL
TO MATCH PROFILE-,AS
SHOWN IN 21SD4.0- - -- --
CONCRETE HEADWAEC
EXISTING CONTOUR \
PROPOSED CONTOUR
MIN. ELEVATION 1001 OVER -- -
CULVERT
13' -1 I 'X8' -7" CMP PIPE -ARCH
WITH 2" DEEP CORRUGATIONS 1
(CONTECH OR EQUIVALENT)
20 40
Scale 1" = 20'
CONCRETE ENDWALL
RELOCATED THALWEG
AREA OF DEPOSITIC
TO BE REMOO
X �
1�1
6" COMPACTED ABC TO BE INSTALLED
IN AREAS OF FILL TO REBUILD ROAD
TEMPORARY STREAM DIVERSION
SINGLE WALL 24" HDPE X2
2' MIN. COVER UNDER GRAVEL ROAD.
DEPENDING ON FLOWS, A PUMP
AROUND MAY BE USED IN LIEU OF
DIVERSION PIPES.
EDGE OF GRAVEL
INOT RELEASED FOR CONSTRUCTION :
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Date:
2 -26 -2015
File Name:
SMGL -CR2
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD-3.0

1001
1000
999
998
997
996
995 -- - - - - -- - --
994
993
992
991
0 +00 0 +10
INOT RELEASED FOR CONSTRUCTION
EXISTING GRAVEL
65'X53" CMP TO BE ROAD
REMOVED
- - -- III
I I
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0 +2C J,R, 0 +40 0 +50 0 +60 0 +70 J +80 0 +90 1 +00 1 +10 1 +20
EXISTING THALWEG
PROFILE
1 /SD -6.0
EXISTING PROFILE - STREAM CENTERLINE
NO SCALE
1006
I nnF-
1002
1001
1000
999
998 EXISTIn�G ; Ha: WEG
997
SRC FiL,
996 PROP )SLD '-HA' WEG
995
994 — „ - - - -- � — -------------- - - - - --
993 i
MIN. 24 C9VER
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CRAVEL _ -LFL - ti'ATERIAL (LIA7CHED AREA)
1,3-11"X3'-7” CMP PIPE APCH
USED AT iiv E7 30 LF @ O. J� /
I / F / � 93 134
------------------------ - - - - -- --------- - - - - --
3fO AT 05TLET -,
— ELEV. — 9�. c2 \
0+50 0+60 PIPE ARCH 0 +60 +70 cMP PIPE ARCH 0 +80
PROPOSED STREAMBED
INV. IN = 989.45 PROFILE INV. OUT = 989.45
1- 3K
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File Name:
SMGL -CR2
Surveyed:
0+90 O'
JCF
+ Designed:
MAH
Drawn:
MAH
Approved:
N/A
Sheet No.
SD-6.0

7000- -
C
CONCRETE ENDWALL
12 SAMC
20 0 20 40 60
Scale 1" = 20'
o
(D
GE OF GRAVEL
PLANTING NOTES
1. Tree plantings and bed lines shall be staked by Landscape Contractor
for Landscape Architect's approval prior to installation. The Landscape
Architect reserves the right to make adjustments to planting locations
as necessary.
2. Add shredded hardwood mulch to all planting beds at a depth of 3 inches.
J. Landscape Contractor is responsible for maintaining all installed plants
and lawn areas until issuance of Written Certificate of Final Completion
by the Landscape Architect.
4. All tree, shrub & groundcover materials shall be planted within 24 hours
after delivery.
5. Landscape Contractor shall make all arrangements for temporary irrigation
system services, permits and fees as needed.
6. Plant material list is prepared for estimating purposes on /y. Contractors
make their own quatity takeoffs using drawings to determine quantities to their
satisfaction, reporting any discrepancies which may affect bidding to Landscape
Architect.
7. Nursery tags to remain on trees until plant material is approved by Landscape
Architect.
8. All disturbed areas to be seeded per Erosion Control Plan Permanent Seeding
Schedule unless otherwise specified.
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Date:
6 -16 -2015
File Name:
SMGL -CR2
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -7.0

REMOVE TOP 1/3 BURLAP
PROVIDE 3 GUYS FOR EACH
- THOROUGHLY TILL IN
TREE SPACED EQUALLY AROUND
i. EXCAVATE TRENCH HAND W/ SPADE
2. ADD EXCESS SOIL TO TO ADJACENT PLANT
TREE THREAD WIRE THRU
AFTER TREE IS SET AND
APPROVED BY LANDSCAPE 8" MIN
GROMMET TED TAPE BY GCS, INC.
AMENDMENTS T DEPTH
OF 8" (IN SOME
(PHONE: [phone])
_
OR APPROVED EQUAL
2 STRANDS 12 GAUGE
AREA).
GALV. WIRE TWISTED TIGHT.
STAKING NOTE
PROVIDE SAFETY FLAGGING
ONLY STAKE & GUY TREES 4" CALIPER
ON EACH GUY
AND LARGER OR IN WINDY LOCATIONS
1. PLANT 50 THAT TOP OF ROOT BALL IS 2" ABOVE FINISH GRADE
AS DIRECTED BY LANDSCAPE ARCHITECT.
6" SOIL SAUCER AROUND TREE
- III = III =III =
42" LONG J'4 REBAR
TAMPED TO REMOVE VOIDS.
STAKE DRIVEN 39" INTO
Blackeyed Susan
GROUND (PLACE STAKES
G STAKE AND GUY TREES IF APPLICABLE
WITHIN MULCHED AREA) EE
PIT AMENDED
DEPTH MULCH -
_ SOIL AREA FINISHED GRADE
(KEEP MULCH 6" FROM
TRUNK OF TREE)
Sparganium americanum
Green bulrush
Scirpusatrovirens
AMENDED SOIL AREA
REMOVE TOP 1/3 BURLAP
SCIENTIFIC NAME
- THOROUGHLY TILL IN
AND TOP OF WIRE BASKET 4 IN,
PL
i. EXCAVATE TRENCH HAND W/ SPADE
2. ADD EXCESS SOIL TO TO ADJACENT PLANT
PLANTING SOIL MIXTURE
AFTER TREE IS SET AND
APPROVED BY LANDSCAPE 8" MIN
Panicum ramosum
AMENDMENTS T DEPTH
OF 8" (IN SOME
ARCHITECT
( HERE SPACE ALLOWS)
_
SITUATIONS, LAWN WILL
BE PLANTED OVER THIS
6" DEPTH PLANTING SOIL
AREA).
MIXTURE TAMPED FIRM 3X BALL DIA.
A
MULCH RING FOR
BENEATH ROOT BALL.
TREES IN LAWN
GENERAL NOTES:
MINIMUM 5' DIAMETER.
1. PLANT 50 THAT TOP OF ROOT BALL IS 2" ABOVE FINISH GRADE
Arrowleaf tearthumb
2. SCARIFY SIDES AND BOTTOM OF PIT.
- III = III =III =
J. BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 8" LAYERS HAND
TAMPED TO REMOVE VOIDS.
4. WHEN 2/3 BACKFILLED, FILL WITH WATER.
Blackeyed Susan
5. AFTER PLACING AND AND - TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED,
G STAKE AND GUY TREES IF APPLICABLE
Blue vervain
7: DO NOT WRAP TREE TRUNKS.
TYPICAL TREE PLANTING
FINISHED GRADE
THOROUGHLY TILL IN
PLANTING SOIL MIXTURE
AMENDMENTS TO DEPTH
OF 8" IN ENTIRE SHRUB
BED AREA. //
_ SHRUB P/
T
1T L /
e
PULL ROOTS OUT OF BALL
FROM CONTAINER STOCK _ 45'
REMOVE TOP 113 BURLAP
FROM B &B STOCK
6" DEPTH PLANTING SOIL
MIXTURE TAMPED FIRM
BENEATH ROOT BALL 3X BALL DIA.
3 " DEPTH MULCH
(KEEP MULCH AWAY FROM
BASE OF PLANT MIN. 4 )
r GROUNDCOVER PLANT (TYP.)
��jlll 0 0 0-�
0 0 0 0-/-
SPACING PER PLANT
0 0 0 O= SCHEDULE
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' PLANT
'CH
FINISH GRADE
PLANTING SOIL
MIXTURE
45' MIN.
GENERAL NOTES
L THRRROUGHLY TILL IN PLANTING SOIL MIXTURE AMENDMENTS TO DEPTH OF 8" IN ENTIRE GROUNDCOVER BED AREA.
2 WORK SOIL TO LOOSE UNIFORMLY FINE TEXTURE
3. HAND_ TAMP BACKFILL TO REMOVE VOIDS AND AIR POCKETS,
4. WATER IMMEDIATELY AFTER PLANTING UNTIL NO MORE WATER IS ABSORBED.
GROUND COVER PLANTING
PLANT SCHEDULE
BOTANICAL NAME
CODE TREES
COMMON NAME
TEMPORARY & PERMANENT SEED SCHEDULE
COMMON NAME
SCIENTIFIC NAME
RATE
ANNUAL SEED MIX
i. EXCAVATE TRENCH HAND W/ SPADE
2. ADD EXCESS SOIL TO TO ADJACENT PLANT
MULCH
Browntop Millet
Panicum ramosum
10 lb /ac
Buckwheat
Eriogonumspp.
15 lb /ac
Winter Rye
Loliumspp.
30 lb /ac
Winter Wheat
Triticumspp.
15lb/ac
PERMANENT NATIVE MIX
Arrowleaf tearthumb
Polygonum sagittatum
- III = III =III =
Big bluestem
Andropagongerardit
Blackeyed Susan
Rudbeckia hirta
Blue vervain
Verbena hastata
Deer tongue
Panicum clandestinum
Eastern bur reed
Sparganium americanum
Green bulrush
Scirpusatrovirens
Grey headed cone flower
Ratibidapinnata
Hop sedge
Carex lupulina
Indian wood oats
Chasmanthium latifolium
Indinangrass
Sorghastrumnutans
Lanceleafcoreopsis
Coreopsislanceolata
Little bluestem
Shizachyriumscoparium
Many leaved bulrush
Scirpuspolyphyllus
Nodding bur - marigold
Bidenscernua
Oxeye sunflower
Hehopsis helianthoides
Partridge pea
Chamaecristafasciculata
Pennsylvania smartweed
Polygonumpensylvanicum
Purple cone flower
Echinacea purpurea
River oats
Chasmanthium latifolium
Showy evening primrose
Oenotheraspeciosa
Showy tickseed sunflower
Bidensaristosa
Smooth panic grass
Panicum dichotomiflorum
Soft rush
Juncus effusus
Switch grass
Panicum virgatum
Virgina wild rye
Elymus virginicus
COMBINED TOTAL:
151b /ac
QUANTITY HEIGHT SPREAD /CALIPER SPACING REMARKS
SHRUBS
AYON ARONIA ARBUTIFOLIA RED CHOKEBERRY 15 5 GAL
CORA CORNUS AMOMUM SILKY DOGWOOD 12 5 GAL
MULCH RING FOR SAMC SAMBUCUS CANADENSIS ELDERBERRY 12 5 GAL
SHRUBS IN LAWN
MINIMUM 4' DIAMETER.
GENERAL NOTES
i. PLANT SO THAT TOP OF ROOT BALL IS I" ABOVE FINISH ORADE
2. SCARIFY SIDES AND BOTTOM OF PIT
3. BACKFILL SHRUB PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 6" LAYERS, HAND- TAMPED, TO REMOVE VOIDS.
4. WHEN 213 BACKFILLED, FILL WITH WATER.
5. AFTER PLACING AND HAND - TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED,
TYPICAL SHRUB PLANTING
LAWN EDGE DETAIL
GROUND COVERS /GRASSES /PERENNIALS
SEED PERMANENT NATIVE MIX 1,547 SF
MIX
TURF & MULCH
MULCH SHREDDED HARDWOOD
ABBREVIATIONS: FWF FULL WELL FORMED MS MULTI- STEMMED TRUNK EGG EGG CAN CONTAINER
SP SPECIMEN MATERIAL CAL TRUNK CALIPER B &B BALLED AND BURLAPPED
IF TREE FORM HABIT GAL GALLON CONTAINER SF SQUARE FEET
AS SHOWN FWF CON
S WN FWF CON
AS SHOWN FWF CON
CON CONTAINERIZED MATERIAL
BR BARE ROOT MATERIAL
ESP ESPALIER
NATIVE GRASS AREA TO BE MOWED
ONCE IN LATE WINTER TO 6 " -8" HEIGHT
SEED ALL DISTURBED AREAS
PER PERMANENT SEEDING SCHEDULE
SEE EROSION CONTROL PLAN
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Date:
6 -16 -2015
File Name:
SMGL -CR2
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: NIA
Sheet No.
SD -7.1
NOTES
APPROX. 30 DEGREES
APPROX. 45 DEGREES (�_
TURF
i. EXCAVATE TRENCH HAND W/ SPADE
2. ADD EXCESS SOIL TO TO ADJACENT PLANT
MULCH
BED AFTER PULLING BACK EXISTING MULCH.
RATE SOIL AND SMOOTH BEFORE MULCHING.
SUBGRADE
III —III 6 "MAX.
- III = III =III =
LAWN EDGE DETAIL
GROUND COVERS /GRASSES /PERENNIALS
SEED PERMANENT NATIVE MIX 1,547 SF
MIX
TURF & MULCH
MULCH SHREDDED HARDWOOD
ABBREVIATIONS: FWF FULL WELL FORMED MS MULTI- STEMMED TRUNK EGG EGG CAN CONTAINER
SP SPECIMEN MATERIAL CAL TRUNK CALIPER B &B BALLED AND BURLAPPED
IF TREE FORM HABIT GAL GALLON CONTAINER SF SQUARE FEET
AS SHOWN FWF CON
S WN FWF CON
AS SHOWN FWF CON
CON CONTAINERIZED MATERIAL
BR BARE ROOT MATERIAL
ESP ESPALIER
NATIVE GRASS AREA TO BE MOWED
ONCE IN LATE WINTER TO 6 " -8" HEIGHT
SEED ALL DISTURBED AREAS
PER PERMANENT SEEDING SCHEDULE
SEE EROSION CONTROL PLAN
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Date:
6 -16 -2015
File Name:
SMGL -CR2
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: NIA
Sheet No.
SD -7.1

EX. CANAL /CHANNEL
-\ Sp
\ sF
INSTALL SAND BAG DIKE
UPSTREAM AND DOWNSTREAM
OF PIPE PRIOR TO REMOVAL,
MAINTAIN DIKES UNTIL
CULVERT IS REPLACED AND
BACKFILLED
1 /SD -8.0
TYPICAL CULVERT INSTALLATION
NO SCALE
�i.
V
/ INSTALL SILT FENCE
ACROSS TOP OF EA. END OF
PIPE
s� \
EX. ROAD /PATH
ST�
\ SF
INSTALL SILT FENCE
ACROSS TOP OF EA. END OF
PIPE
EX. CANAL /CHANNEL
MIN. 24 COVER
III III III
II
-III
2 /SD -8.0
CULVERT CROSS SECTION
NO SCALE
EXISTING GRAVEL
ROAD
-III II III III-
- COMPACT BACKFILL
IN 6" LIFTS
13'— 11 'X8' -7" CMP PIPE ARCH
WITH 2" CORRUGATIONS
(CONTECH OR EQUIVALENT)
EXISTING STREAM BED
PLACE ROCK TO MATCH
NATURAL STREAM CHANNEL
INOT RELEASED FOR CONSTRUCTION
NOTES:
1. ONLY PERFORM CULVERT REPLACEMENT DURING A PERIOD OF LOW
OR NO FLOW, AND WHEN NO SIGNIFICANT RAIN IS FORECASTED.
2. INSTALL SAND BAG DIKES UPSTREAM AND DOWNSTREAM OF EXISTING
CULVERT. PUMP OUT ANY WATER TRAPPED BETWEN DIKES. IF THERE IS
ANY FLOW IN EX. CHANNEL, MAINTAIN A BYPASS PUMP DURING
INSTALLATION.
3. REMOVE EX. CULVERT.
4. INSTALL STONE BASE, CULVERT, AND BACKFILL CULVERT.
5. INSTALL SILT FENCE ON EITHER SIDE OF NEW CULVERT.
6. REMOVE SAND BAG DIKES.
7. SEED AND MULCH ALL DISTURBED AREAS.
1) GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DISPOSITION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES,
SWALES' DITCHES
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER IF SLOPES ARE 10' OR LESS IN
THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR 14 DAYS 7 —DAYS FOR SLOPES GREATER
FLATTER THAN 50 FEET IN LENGTH
• ALL OTHER AREAS
WITH SLOPES 14 DAYS NONE (EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES)
3 /SD -8.0
DWR GROUND COVER REQUIREMENTS
NO SCALE
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Date:
2 -26 -2015
File Name:
SMGL -CR2
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD-8.0

I . OBTAIN ALL REQUIRED FEDERAL, STATE AND LOCAL APPROVALS AND PERMITS.
2. SCHEDULE AND HOLD A PRE— CONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND— DISTURBING ACTIVITIES. THIS MEETING SHOULD
BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY, ALL INVOLVED CONTRACTORS AND THE DESIGN TEAM.
3. INSTALL TEMPORARY 24" SINGLE WALL HDPE DIVERSION PIPE. ENSURE MINIMUM 2' COVER UNDER EXISTING GRAVEL ROAD.
4. INSTALL TEMPORARY SAND BAG DAMS AND ROUTE STREAM THROUGH DIVERSION PIPE.
5. WHEN THE WORK AREA IS DRY, REMOVE EXISTING CULVERTS.
6. INSTALL NEW CMP PIPE ARCH CULVERT. EMBED PIPE AS SHOWN ON PLANS. PLACE MATERIAL IN PIPE TO MATCH EXISTING STREAM
CHANNEL.
7. INSTALL CONCRETE HEADWALLS. FILL MATERIAL OVER CULVERT AND COMPACT IN 6" LIFT TO MEET PIPE COVER REQUIREMENTS.
S. EXCAVATE MATERIAL FROM EXISTING STREAM BED TO MATCH PROPOSED PROFILE.
9. REMOVE SAND BAG DAMS AND DIVERSION PIPE TO RESTORE STREAM FLOW THROUGH THE CULVERT.
10. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN THE SPECIFIED NUMBER OF DAYS.
1 /SD-8.1
CONSTRUCTION SEQUENCE
NO SCALE
3 /SD -8.3
NOT USED
NO SCALE
INOT RELEASED FOR CONSTRUCTION
CONSTRUCTION
STEP 1: REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE THE SAND BAGS WILL BE PLACED. INSTALL SANDBAGS UPSTREAM AND
DOWNSTREAM OF CULVERTS TO BE REPLACED, IF THERE IS STANDING WATER IN THE EXISTING CHANNEL.
STEP 2: LAY OUT THE IMPERVIOUS POLY - FABRIC LINER WITH THE CENTER OF THE LINER LOCATED UNDER THE CENTER OF THE SAND BAG DIKE.
STEP 3: PLACE THE SANDBAGS TO THE DESIRED HEIGHT. THE DIKES SHALL HAVE A WIDTH SUITABLE TO SUPPORT THE HEIGHT. EACH ROW SHALL BE
OFFSET SO THE JOINTS ARE STAGGERED. PACK SANDBAGS TIGHTLY TOGETHER.
STEP 4: WRAP IMPERVIOUS POLY - FABRIC LINER AROUND SANDBAG DIKE AND SECURE WITH FINAL LAYER OF SANDBAGS.
STEP 5: PUMP OUT ANY WATER TRAPPED BETWEEN THE TWO SAND BAG DIKES.
MAINTENANCE
- PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS
- REMOVE IMPOUNDED TRASH AND SEDIMENT
- REMOVE ONCE CONSTRUCTION IS COMPLETE
2/SD -8.2
SAND BAG DIKE
NO SCALE
4/SD -8.1
NOT USED
NO SCALE
FILTER BAGS FILLED WITH SAND
IMPERVIOUS POLY - FABRIC, INSTALL
UNDER, AROUND AND OVER SAND BAGS
I
INSTALL SAND BAGS TO MATCH EXISTING
HEIGHT AND WIDTH OF CHANNEL
EX. CHANNEL
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File Name:
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Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -8.1

INOT RELEASED FOR CONSTRUCTION
DATE: JUNE 19, 2015
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
SHEET INDEX
SD -1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
SD -3.0 GRADING PLAN
SD -6.0 PROFILES
SD -7.0 LANDSCAPE PLAN
SD -7.1 PLANT SCHEDULE
SD -8.0 DETAILS
SD -8.1 DETAILS
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699 -1720
(919) 707 -0150 FAX: [phone]
PROJECT
SOUTH MOUNTAINS GAME LAND
STREAM CROSSING #5
GAME LAND ACCESS ROAD (OF OFF US 226)
RUTHERFORD COUNTY, NC
PERMIT DRAWINGS
NOTE
Elevations For All Sheets are based on assumed elevations
VICINTY MAP
35' 2' 48 2
35' 32' 48.26' I
81' 50' 2.44"
64
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NORTH
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DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
ALEIGH, NORTH CAROLINA 27699
RUTHERFORD COUNTY, NC SOUTH MOUNTAINS GAME LAND
CD C7
- RESOURCES
Phone: [phone]
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° s5�a
Fax: 919.70
www.ncwildiife.org
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TEMPORARY — EXCAVATE STEAMBED MATERIAL /
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SHOWN IN 2 /SD -6.0 /
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1 Q 0 D—
TEMPORARY STEAM DIVERSION
SINGLE WALL 24" HDPE
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I / PUMP AROUND MAY BE USED IN LIEU
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2 -26 -2015
File Name:
SMGL -CR5
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Designed: MAH
Drawn: MAH
Approved: NIA
Sheet No.
SD-11.0

1000
999
998
997
996
995
994
993
992
991
990
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1 /SD -6.0
EXISTING PROFILE - STREAM CENTERLINE
NO SCALE
48" CMP TO BE EXISTING GRAVEL
REMOVED ROAD
0 +30 0 +40 0 +50
MIN, 24" COVER
OVER PIPE
PROPOSED THALWEG
1001 PROFILE
1000
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INOT RELEASED FOR CONSTRUCTION
1000
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File Name:
SMGL -CR5
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: NIA
Sheet No.
SD-8.0

O O
+ O +
EDGE OF GRAVEL
+ + + + + + + + + + + + + y
+ + + + + + + + + + + + + +.
\ \ o + +++++++++++,f++++++, +
+ + + + + + + +
+ + + + +
+ + + + + + +
O + + + + + + + + + + +
1000— + + } + ++ + + + + + ++ _
+ + + ++ + + } + + + + + ++ +
\ + + + ++ + + + } } + + + + + ++
+ + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + SEED MIX
+ + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + }. + + 1+1+,
+ +
+ + + + + + + + + + + + +� + + + + + ... + + } + } + + + +
I + + + + + + + + + + + + + + + + + + + + } + + + + + } + �+ + +
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PLANTING NOTES / + -+
1. Tree plantings and bed lines shall be staked by Landscape Contractor O \ +
for Landscape Architects approval prior to installation. The Landscape +
Architect reserves the right to make adjustments to planting locations \ \
as necessary. O
2. Add shredded hardwood mulch to all planting beds at a depth of 3 inches. + + \
J. Landscape Contractor is responsible for maintaining all installed plants
and lawn areas until issuance of Written Certificate of Final Completion
by the Landscape Architect.
4. All tree, shrub & groundcover materials sholl be planted within 24 hours O
+
after delivery . \
5. Landscape Contractor shall make all arrangements for temporary irrigation
system services, permits and fees as needed. \
6. Plant material list is prepared for estimating purposes only. Contractors
make their own quatity takeoffs using drawings to determine quantities to their
satisfaction, reporting any discrepancies which may affect bidding to Landscape
10 0 10 20 30 Architect.
7 Nursery togs to remain on trees until plant material is approved by Landscape
Architect.
Seale 1" = 10'
8. All disturbed areas to be seeded per Erosion Control Plan Permanent Seeding
Schedule unless otherwise specified.
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File Name:
SMGL -CR5
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -7.0

TYPICAL TREE PLANTING
FINISHED GRADE
PROVIDE 3 GUYS FOR EACH
THOROUGHLY TILL IN
TREE SPACED EQUALLY AROUND
PLANTING SOIL MIXTURE
TREE THREAD WIRE THRU
AMENDMENTS TO DEPTH
GROMMETTED TAPE BY GCS, INC.
OF S" IN ENTIRE SHRUB
(PHONE: [phone])
BED AREA.
OR APPROVED EQUAL
2 STRANDS 12 GAUGE
3" DEPTH MULCH
GALV WIRE TWISTED TIGHT
STAKING NOTE
PROVIDE SAFETY FLAGGING
ONLY STAKE & GUY TREES 4" CALIPER
ON EACH GUY
AND LARGER OR IN WINDY LOCATIONS
AS DIRECTED BY LANDSCAPE ARCHITECT.
6" SOIL SAUCER AROUND TREE
0 0 &
42" LONG J4 REBAR
Winter Wheat
STAKE DRIVEN 39 INTO
O O O O
GROUND (PLACE STAKES
PERMANENT NATIVE MIX
WITHIN MULCHED AREA)
E£
PIT _ AMENDED
DEPTH MULCH
Polygonumsagittatum
_ _
- - SOIL AREA -
FINISHED GRADE
(KEEP MULCH 6" FROM
(K
Andropogongerardii
-`
BlackeyedSusan
TRUNK OF TREE)
0 0 0
Blue vervain
Verbena hastata
\
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Deertongue
Panicumclandestinum
AMENDED SOIL AREA
REMOVE TOP 113 BURLAP
/�v�
/ �
- THOROUGHLY TILL IN
AND TOP OF WIRE BASKET
45'MIN.
VL
PLANTING SOIL MIXTURE
AFTER TREE IS SET AND
APPROVED BY LANDSCAPE
$ MIN
AMENDMENTS TO DEPTH
OF 8" (IN SOME
ARCHITECT
=
( HERE SPACE ALLOWS)
SITUATIONS, LAWN WILL
BE PLANTED OVER THIS
6" DEPTH PLANTING SOIL
AREA).
MIXTURE TAMPED FIRM
3X BALL DIA.
BENEATH ROOT BALL. -
- MULCH RING FOR
TREES IN LAWN
GENERAL NOTES
MINIMUM 5' DIAMETER.
1, PLANT SO THAT TOP OF ROOT BALL IS 2"
ABOVE FINISH GRADE.
2. SCARIFY SIDES AND BOTTOM OF PIT
L GRADE
3 BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 8" LAYERS, HAND TAMPED TO REMOVE VOIDS.
4. WHEN 213 BACKFILLED, FILL WITH WATER.
5. AFTER PLACING AND AND - TAMPING FINAL
LAYERS WATER AC41N UNTIL NO MORE IS ABSORBED.
6. STAKE AND GUY TREES IF APPLICABLE
7 DO NOT WRAP TREE TRUNKS.
Man leaved bulrush
TYPICAL TREE PLANTING
FINISHED GRADE
THOROUGHLY TILL IN
AS° MIN.
PLANTING SOIL MIXTURE
COMMON NAME
AMENDMENTS TO DEPTH
MULCH RING FOR
OF S" IN ENTIRE SHRUB
SHRUBS IN LAWN
BED AREA.
= MINIMUM 4' DIAMETER
3" DEPTH MULCH
Panicumramosum 10 lb /ac
(KEEP MULCH AWAY FROM
SHRUB PIT
BASE OF PLANT MIN. 4)
PULL ROOTS OUT OF BALL
FROM CONTAINER STOCK
REMOVE TOP 1/3 BURLAP
AS° MIN.
FROM B &B STOCK
COMMON NAME
6" DEPTH PLANTING SOIL
MULCH RING FOR
MIXTURE TAMPED FIRM
SHRUBS IN LAWN
BENEATH ROOT BALL = 3X BALL DA.
= MINIMUM 4' DIAMETER
GENERAL NOTES:
1. PLANT SO THAT TOP OF ROOT BALL IS 1" ABOVE FINISH GRADE
2. SCARIFY SIDES AND BOTTOM OF PIT.
3 BACKFILL SHRUB PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 6" LAYERS, HAND - TAMPED, TO REMOVE VOIDS.
4. WHEN 213 BACKFILLED, FILL WITH WATER.
5. AFTER PLACING AND HAND - TAMPING FINAL LAYERS WATER AGAIN UNTIL NO MORE 15 ABSORBED.
TYPICAL SHRUB PLANTING
NOTES
APPROX. 30 DEGREES
1. EXCAVATE TRENCH BY HAND W/ SPADE
APPROX. 45 DEGREES < TURF 2, ADD EXCESS SOIL TO ADJACENT PLANT
MULCH BED AFTER PULLING BACK EXISTING MULCH.
RATE SOIL AND SMOOTH BEFORE MULCHING.
SUBGRADE -
� III -
- 4 MIN.
I1 I =1 III= 6'MAX.
LAWN EDGE DETAIL
MULCH
SHREDDED HARDWOOD
ABBREVIATIONS. FWF FULL WELL FORMED
SP SPECIMEN MATERIAL
IF TREE FORM HABIT
1.300 SF
MS MULTI- STEMMED TRUNK EGG EGG CAN CONTAINER CON CONTAINERIZED MATERIAL
CAL TRUNK CALIPER B &B BALLED AND BURLAPPED BR BARE ROOT MATERIAL
GAL GALLON CONTAINER SF SQUARE FEET ESP ESPALIER
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6 -16 -2015
File Name:
SMGL -CR5
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -7.1
TEMPORARY & PERMANENT SEED SCHEDULE
COMMON NAME
SCIENTIFIC NAME RATE
ANNUAL SEED MIX
Browntop Millet
Panicumramosum 10 lb /ac
GROUNDCOVER PLANT (TYP.)
Buckwheat
Eriogonum spp. 15 b/ac
Winter Rye
Lolium spp. 30 Ib /ac
0 0 &
Winter Wheat
Triticum spp. 15 lb /ac
O O O O
PERMANENT NATIVE MIX
Arrowleaftearthumb
Polygonumsagittatum
0 0 0 0
SPACING PER PLANT
SCHEDULE
Big bluestem
Andropogongerardii
-`
BlackeyedSusan
Rudbeckiahirta
0 0 0
Blue vervain
Verbena hastata
Deertongue
Panicumclandestinum
Eastern bur reed
Sparganium americanum
PLANT
Green bulrush
Scirpus atrovirens
LCH
Grey headed cone flower Ratibida pinnata
444*4
Hop sedge
Carex lupulina
Indian wood oats
Chasmanthium lanfolium
}
Indinangrass
Sorghastrum nutans
L GRADE
Lanceleaf coreopsis
Coreopsis lanceolata
J FINISH
�I
PLANTING sort
Little bluestem
Shizachyriumscoparium
MIXTURE
Man leaved bulrush
Scir us of y h y llus
45' MIN.
Nodding bur - marigold
Bidens cernua
GENERAL NOTES:
Oxeye sunflower
Hehopsis hehanthoides
1. THROROUGHLY TILL IN PLANTING SOIL MIXTURE AMENDMENTS TO DEPTH OF 8" IN ENTIRE GROUNDCOVER BED AREA.
Partridge pea
Chamaecristafasciculata
2. WORK SOIL TO LOOSE, UNIFORMLY FINE TEXTURE.
Pennsylvania smartweed Polygonumpensylvanicum
J. HAND -TAMP BACKFILL TO REMOVE VOIDS AND AIR POCKETS.
4, WATER IMMEDIATELY AFTER PLANTING UNTIL NO MORE WAFER IS ABSORBED.
Purple cone flower
Echinacea purpurea
GROUND COVER PLANTING
Showy evening Oenothraspelatifolium
Showy evening primrose Oenothera speciosa
Showy tickseed sunflower Bidens aristosa
Smooth panic grass
Panicumdichotomiflorum
Soft rush
Juncus effusus
Switch grass
Panicum virgatum
Virgin wild rye
Elymus virginicus
COMBINED TOTAL: 15 lb/ac
PLANT SCHEDULE
BOTANICAL NAME
COMMON NAME
QUANTITY HEIGHT SPREAD /CALIPER SPACING
REMARKS
CODE TREES
SHRUBS
ARON ARONIA ARBUTIFOLIA
RED CHOKEBERRY
18 5 GAL AS SHOWN
FWF CON
CORA CORNUS AMOMUM
SILKY DOGWOOD
15 5 GAL AS SHOWN
FWF CON
SAMC SAMBUCUS CANADENSIS
ELDERBERRY
= 14 5 GAL AS SHOWLN
FWF CON
GROUND COVERS/ GRASSES I PERENNIALS
SEED
PERMANENT NATIVE MIX
975 SF
NATIVE GRASS AREA TO BE MOWED
MIX
ONCE IN LATE WINTER TO 6 " -B" HEIGHT
SEED ALL DISTURBED AREAS
PER PERMANENT SEEDING SCHEDULE
_
SEE EROSION CONTROL PLAN
TURF & MULCH
MULCH
SHREDDED HARDWOOD
ABBREVIATIONS. FWF FULL WELL FORMED
SP SPECIMEN MATERIAL
IF TREE FORM HABIT
1.300 SF
MS MULTI- STEMMED TRUNK EGG EGG CAN CONTAINER CON CONTAINERIZED MATERIAL
CAL TRUNK CALIPER B &B BALLED AND BURLAPPED BR BARE ROOT MATERIAL
GAL GALLON CONTAINER SF SQUARE FEET ESP ESPALIER
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Date:
6 -16 -2015
File Name:
SMGL -CR5
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -7.1

INOT RELEASED FOR CONSTRUCTION zz
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PIPE NOTES: ? z U= o o m
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OR NO FLOW, AND WHEN NO SIGNIFICANT RAIN IS FORECASTED. Q p'n z m m
\ 2. INSTALL SAND BAG DIKES UPSTREAM AND DOWNSTREAM OF EXISTING v z Q x rn rn
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1 /SD -8.0 Q
TYPICAL CULVERT INSTALLATION C7
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COMPACT BACKFILL J
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• 7 DAYS LENGTH AND ARE NOT STEEPER
THAN 3:1 THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR 7 –DAYS FOR SLOPES GREATER O
14 DAYS
FLATTER THAN 50 FEET IN LENGTH LL
• ALL OTHER AREAS w WITH SLOPES 14 DAYS NONE (EXCEPT FOR PERIMETERS FLATTER THAN 4:1 AND HOW ZONES)
PLACE ROCK TO MATCH
NATURAL STREAM CHANNEL Date:
— I 2 -26 -2015
File Name:
SMGL -CR5
Surveyed: JCF
2 /SD -8.0 3 /SD -8.0 Designed: MAH
CULVERT CROSS SECTION DWR GROUND COVER REQUIREMENTS Drawn: MAH
NO SCALE NO SCALE Approved: N/A
Sheet No.
SD-8.0

I . OBTAIN ALL REQUIRED FEDERAL, STATE AND LOCAL APPROVALS AND PERMITS.
2. SCHEDULE AND HOLD A PRE— CONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND— DISTURBING ACTIVITIES. THIS MEETING SHOULD
BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY, ALL INVOLVED CONTRACTORS AND THE DESIGN TEAM.
3. INSTALL TEMPORARY 24" SINGLE WALL HDPE DIVERSION PIPE. ENSURE MINIMUM 2' COVER UNDER EXISTING GRAVEL ROAD.
4. INSTALL TEMPORARY SAND BAG DAMS AND ROUTE STREAM THROUGH DIVERSION PIPE.
5. WHEN THE WORK AREA IS DRY, REMOVE EXISTING CULVERT.
6. INSTALL NEW CMP PIPE ARCH CULVERT. EMBED PIPE AS SHOWN ON PLANS.
7. FILL AND PERMANENTLY REROUTE EXISTING STREAM.
8. REMOVE SAND BAG DAMS AND DIVERSION PIPE TO RESTORE STREAM FLOW THROUGH THE CULVERT.
9. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN THE SPECIFIED NUMBER OF DAYS.
1 /SD-8.1
CONSTRUCTION SEQUENCE
NO SCALE
6.0' BANKFULL WIDTH
3.5' CHANNEL WIDTH
DEPTH TO MATCH
EXISTING STREAM
CROSS SECTION
3 /SD -8.1
STREAM CROSS SECTION
NO SCALE
INOT RELEASED FOR CONSTRUCTION
CONSTRUCTION
STEP 1: REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE THE SAND BAGS WILL BE PLACED. INSTALL SANDBAGS UPSTREAM AND
DOWNSTREAM OF CULVERTS TO BE REPLACED, IF THERE IS STANDING WATER IN THE EXISTING CHANNEL.
STEP 2: LAY OUT THE IMPERVIOUS POLY - FABRIC LINER WITH THE CENTER OF THE LINER LOCATED UNDER THE CENTER OF THE SAND BAG DIKE.
STEP 3: PLACE THE SANDBAGS TO THE DESIRED HEIGHT. THE DIKES SHALL HAVE A WIDTH SUITABLE TO SUPPORT THE HEIGHT. EACH ROW SHALL BE
OFFSET SO THE JOINTS ARE STAGGERED. PACK SANDBAGS TIGHTLY TOGETHER.
STEP 4: WRAP IMPERVIOUS POLY - FABRIC LINER AROUND SANDBAG DIKE AND SECURE WITH FINAL LAYER OF SANDBAGS.
STEP 5: PUMP OUT ANY WATER TRAPPED BETWEEN THE TWO SAND BAG DIKES.
MAINTENANCE
- PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS
- REMOVE IMPOUNDED TRASH AND SEDIMENT
- REMOVE ONCE CONSTRUCTION IS COMPLETE
2/SD -8.1
SAND BAG DIKE
NO SCALE
4/SD -8.1
NOT USED
NO SCALE
FILTER BAGS FILLED WITH SAND
IMPERVIOUS POLY - FABRIC, INSTALL
UNDER, AROUND AND OVER SAND BAGS
INSTALL SAND BAGS TO MATCH EXISTING
HEIGHT AND WIDTH OF CHANNEL
EX. CHANNEL
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Date:
2 -26 -2015
File Name:
SMGL -CR5
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -8.1

INOT RELEASED FOR CONSTRUCTION
DATE: FEBRUARY 26, 2015
REVISED: JUNE 10, 2015
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
SHEET INDEX
SD -1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
SD -3.0 GRADING PLAN
SD -6.0 PROFILES
SD -7.0 LANDSCAPE PLAN
SD -7.1 PLANTING SCHEDULE
SD -8.0 DETAILS
SD -8.1 DETAILS
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699 -1720
(919) 707 -0150 FAX: [phone]
PROJECT
SOUTH MOUNTAINS GAME LAND
STREAM CROSSING #7
GAME LAND ACCESS ROAD (OF OFF US 226)
RUTHERFORD COUNTY, NC
PERMIT DRAWINGS
NOTE
Elevations For All Sheets are based on assumed elevations
VICINTY MAP
GPS COORDINAT-
35' 32' 44.05 ",�]
81' 50' 2.51"/
J64
MCDCWELL COUNT
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S M G L CULVERT CR7
DIVISION OF ENGINEERING SERVICES
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//CAROLINA 1720 MAIL SERVICE CENTER
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RUTHERFORD COUNTY, NC SOUTH MOUNTAINS GAME LAND
ALEIGH, NORTH CAROLINA 27699
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Phone: [phone] - RESOURCES
Fax: [phone]
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EXISTING CONDITIONS
www.ncwildiife.org .org
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INOT RELEASED FOR CONSTRUCTION
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EXISTING STREAM TO BE USED AS 00
BYPASS AROUND NEW CULVERT I i PROPOSED STREAM THALWEG
DURING CONSTRUCTION
1
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TO BE FILLED \ \ 1
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REROUTE SWALE AS NECESSARY'
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EXISTING STREAM I I
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APPROXIMATE STREAM // / I WITH 2" DEEP CORRUGATIONS
THALWEG / / (CONTECH OR EQUIVALENT)
REROUTE STR -AM
ELIMINATE EXI1111V =, /
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Date:
2 -26 -2015
File Name:
SMGL -CR7
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: NIA
Sheet No.
SD-3.0

1001
1000
999
998
997
996
995
994
993
991
990
989
0 +00
1 /SD -6.0
EXISTING PROFILE - STREAM CENTERLINE
NO SCALE
INOT RELEASED FOR CONSTRUCTION
EXISTING GRAVEL
56 " CMP TO BE ROAD
REMOVED
1 I_ 1
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I I I I I I i I I� - I I I I i I I
0 +50 1 +00
EXISTING THALWEG
PROFILE
RELOCATED
GRAVEL ROAD FILL MATERIAL (HATCHED AREA)
MIN. 24" COVER COMPACT IN 6 LIFTS
OVER PIPE
CONCRETE HEADWALL ,CONCRETE ENDWALL
1003
1002 �'�; I -------- - - - - -- 1002
1000 j STRFAMEXISTING /�/ j/ ���f! / /i�� � j 1000
999 _ 999
998 998
997 If 93' -7 9'X8'- -7" CMP PIPE aRri-, I ss7
996 40 LF (o i n% - 996
995 — TIE TO EXISTING 995
994 �LiEu VLt l �.STRFAMRF� 994
992 LLLV. = yy r - - - - -- 992
991 991
990 990
0 +0 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 O +gO O +gO
CMP PIPE ARCH BED AT OUTLET CMP PIPE ARCH
INV. OUT = 997.5 PROPOSED STREAMBED ELEV. = 99.3.1 INV. OUT = 990.74
PROFILE
2 /SD -6.0
PROPOSED PROFILE - STREAM CENTERLINE
NO SCALE
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Date:
2 -26 -2015
File Name:
SMGL -CR7
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD-11.0

SEED MIX
F&OAMIATIFIM
21 ARON
21 CORA
CONCRETE
HEADWALL
10 0 10 / 20
/ -_
Scale 1" _ 40
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PLANTING NOTES ::)
1. Tree plantings and bed lines shall be staked by Landscape Contractor 0
for Landscape Architect's approval prior to installation. The Landscape
Architect reserves the right to make adjustments to planting locations 0
as necessary.
2. Add shredded hardwood mulch to all planting beds at a depth of 3 inches. Q
J. Landscape Contractor is responsible for maintaining all installed plants LL
and town areas until issuance of Written Certificate of Final Completion w
by the Landscape Architect. _
4. All tree, shrub & groundcover materials shall be planted within 24 hours (-
after delivery.
5. Landscape Contractor shall make all arrangements for temporary irrigation
system services, permits and fees as needed.
Date:
6. Plant material list is prepared for estimating purposes only. Contractors 6 -16 -2015
make their own quotity takeoffs using drawings to determine quantities to their File Name:
satisfaction, reporting any discrepancies which may affect bidding to Landscape SMGL -CR7
Architect. Surveyed:
7. Nursery tags to remain on trees until plant material is approved by Landscape Designed:
Architect. Drawn:
8. All disturbed areas to be seeded per Erosion Control Plan Permanent Seeding Approved:
Schedule unless otherwise specified. Sheet No.
SD -7.0
JCF
MAH
MAH
N/A
JCF
MAH
MAH
N/A

TYPICAL TREE PLANTING
— FINISHED GRADE
— THOROUGHLY TILL IN
PLANTING SOIL MIXTURE
AMENDMENTS TO DEPTH
OF 8" IN ENTIRE SHRUB
BED AREA.
3" DEPTH MULCH
(KEEP MULCH AWAY FROM
_ SHRUB PIT BASE OF PLANT MIN. 4
PULL ROOTS OUT OF BALL
FROM CONTAINER STOCK 45° MIN.
REMQVf TOP 113 BURLAP
FROM B &B STOCK
6" DEPTH PLANTING SOIL MULCH RING FOR
MIXTURE TAMPED FIRM SHRUBS IN LAWN
BENEATH ROOT BALL = 3X BALL DLA. = MINIMUM 4' DIAMETER.
GENERAL N07ES:
1. PLANT SO THAT TOP OF ROOT BALL IS I" ABOVE FINISH GRADE
2. SCARIFY SIDES AND BOTTOM OF PIT.
3. BACKFILL SHRUB PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 6" LAYERS, HAND - TAMPED, TO REMOVE VOIDS,
4. WHEN 213 BACKFILLED, FILL WITH WATER.
5. AFTER PLACING AND HAND - TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED
TYPICAL SHRUB PLANTING
NOTES
APPRDX 30 DEGREES :
I. EXCAVATE TRENCH BY HAND W/ SPADE
APPRDX 45 DEGREES TURF 2. ADD EXCESS SOIL TO ADJACENT PLANT
MULCH BED AFTER PULLING BACK EXISTING MULCH
RATE SOIL AND SMOOTH BEFORE MULCHING.
SUBGRADE III = III =III=
III III —III — 4 MIN
fi "MAX.
III -III= - III - III =I I II i I- III =IIII I I�,,�
III 1I � i�
LAWN EDGE DETAIL
PROVIDE 3 GUYS FOR EACH
TREE SPACED EQUALLY AROUND
COMMON NAME
TREE. THREAD WIRE RING
RATE
GROMMETTED TAPE BY GCS, INC.
ANNUAL SEED MIX
(PHONE, 800/360 -3584)
OR APPROVED EQUAL
2 STRANDS 12 GAUGE
Panicum ramosum
GALV WIRE TWISTED TIGHT.
STAKING NOTE:
PROVIDE SAFETY FLAGGING
ONLY STAKE & GUY TREES 4" CALIPER
ON EACH GUY
AND LARGER OR IN WINDY LOCATIONS
Winter Rye
AS DIRECTED BY LANDSCAPE ARCHITECT
6" SOIL SAUCER AROUND TREE
0 0 0__
42" LONG #4 REBAR
Triticumspp.
STAKE DRIVEN 39" INTO
O 0 O 0
GROUND (PLACE STAKES
WITHIN MULCHED AREA)
EE
PIT AMENDED
_
DEPTH MULCH
SOIL AREA FINISHED GRADE
(KEEP MULCH 6" FROM
(K
Andropogongerardii
TRUNK OF TREE),
Blackeyed Susan
Rudbeckia hirta
\
0 0 0
/
Verbena hastata
AMENDED SOIL AREA
REMOVE TOP 1/3 BURLAP
- THOROUGHLY TILL IN
AND TOP OF WIRE BASKET
45'MIN.
VL
PLANTING SOIL MIXTURE
AFTER TREE IS SET AND
APPROVED BY LANDSCAPE
8' MIN
AMENDMENTS TO DEPTH
OF 8" (IN SOME
ARCHITECT
-
(4GHERE SPACE ALLOWS)
SITUATIONS, LAWN WILL
BE PLANTED OVER THIS
6" DEPTH PLANING SOIL
AREA).
MIXTURE TAMPED FIRM 1-
3X BALL OIA. MULCH RING FOR
BENEATH ROOT BALL.
TREES IN LAWN
GENERAL NOTES:
MINIMUM 5' DIAMETER.
1. PLANT SO THAT TOP OF ROOT BALL lS 2"
ABOVE FINISH GRADE
2. SCARIFY SIDES AND BOTTOM OF PIT.
Sorghastrumnutans
J. BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 8" LAYERS, HAND TAMPED TO REMOVE VOIDS.
4. WHEN 2/3 BACKFILLED, . FILL WITH WATER.
Lanceleaf coreopsis
5. AFTER PLACING AND AND- TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED.
6. STAKE AND GUY TREES IF APPLICABLE
PLANTING SOIL
7 DO NOT WRAP TREE TRUNKS.
Shizachyriumscopari um
TYPICAL TREE PLANTING
— FINISHED GRADE
— THOROUGHLY TILL IN
PLANTING SOIL MIXTURE
AMENDMENTS TO DEPTH
OF 8" IN ENTIRE SHRUB
BED AREA.
3" DEPTH MULCH
(KEEP MULCH AWAY FROM
_ SHRUB PIT BASE OF PLANT MIN. 4
PULL ROOTS OUT OF BALL
FROM CONTAINER STOCK 45° MIN.
REMQVf TOP 113 BURLAP
FROM B &B STOCK
6" DEPTH PLANTING SOIL MULCH RING FOR
MIXTURE TAMPED FIRM SHRUBS IN LAWN
BENEATH ROOT BALL = 3X BALL DLA. = MINIMUM 4' DIAMETER.
GENERAL N07ES:
1. PLANT SO THAT TOP OF ROOT BALL IS I" ABOVE FINISH GRADE
2. SCARIFY SIDES AND BOTTOM OF PIT.
3. BACKFILL SHRUB PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 6" LAYERS, HAND - TAMPED, TO REMOVE VOIDS,
4. WHEN 213 BACKFILLED, FILL WITH WATER.
5. AFTER PLACING AND HAND - TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED
TYPICAL SHRUB PLANTING
NOTES
APPRDX 30 DEGREES :
I. EXCAVATE TRENCH BY HAND W/ SPADE
APPRDX 45 DEGREES TURF 2. ADD EXCESS SOIL TO ADJACENT PLANT
MULCH BED AFTER PULLING BACK EXISTING MULCH
RATE SOIL AND SMOOTH BEFORE MULCHING.
SUBGRADE III = III =III=
III III —III — 4 MIN
fi "MAX.
III -III= - III - III =I I II i I- III =IIII I I�,,�
III 1I � i�
LAWN EDGE DETAIL
SHRUBS
ARON ARONIA ARBUTIFOLIA RED CHOKE-BERRY 21 5 GAL AS SHOWN FWF CON
CORA CORNETS AMOMOM SILKY DOGWOOD 21 5 GAL AS SHOWN FWF CON
SAMC SAMBUCUS CANADENSIS ELDERBERRY 18 5 GAL AS SHOWN FWF CON
SEED
MIX
GROUND COVERS / GRASSES / PERENNIALS
TURF & MULCH
PERMANENT NATIVE MIX 1,280 SF NATIVE GRASS AREA TO BE MOWED
ONCE IN LATE WINTER TO 6 "-8" HEIGHT
MULCH SHREDDED HARDWOOD
ABBREVIATIONS: FWF FULL WELL FORMED MS MULTI- STEMMED TRUNK EGG EGG CAN CONTAINER
SP SPECIMEN MATERIAL CAL TRUNK CALIPER B &B BALLED AND BURLAPPED
IF TREE FORM HABIT GAL GALLON CONTAINER SF SQUARE FEET
CON CONTAINERIZED MATERIAL
BR BARE ROOT MATERIAL
ESP ESPALIER
SEED ALL DISTURBED AREAS
PER PERMANENT SEEDING SCHEDULE
SEE EROSION CONTROL PLAN
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Date:
6 -16 -2015
File Name:
SMGL -CR7
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -7.1
TEMPORARY & PERMANENT SEED SCHEDULE
COMMON NAME
SCIENTIFIC NAME
RATE
ANNUAL SEED MIX
Browntop Millet
Panicum ramosum
10 lb/ac,
GROUNDCOVER PLANT (TYR)
Buckwheat
Eriogonumspp.
151b /ac
Winter Rye
Loliumspp.
30 lb /ac
0 0 0__
Winter Wheat
Triticumspp.
15 lb /ac
O 0 O 0
PERMANENT NATIVE MIX
Arrowleaftearthumb
Polygonumsagittatum
SPACING PER PLANT
O O 0 SCHEDULE
Big bluestem
Andropogongerardii
Blackeyed Susan
Rudbeckia hirta
0 0 0
Blue vervain
Verbena hastata
Deer tongue
Panicum clandestinum
Eastern bur reed
Sparganium americanum
GROUNDCOVER PLANT
Green bulrush
Scirpusatrovirens
3" DEPTH MULCH
Grey headed cone flower
Ratibidapinnata
Hop sedge
Carex lupulina
Indian wood oats
Chasmanthiumlatifolium
Indinangrass
Sorghastrumnutans
Lanceleaf coreopsis
Coreopsis lanceolat a
PLANTING SOIL
Little bluestem
Shizachyriumscopari um
aRcRAD
Many leaked bulrush
Scir P us of Y h Y llus
45' MIN.
Nodding bur - marigold
Bidenscernua
GENERAL NOTES.
Oxeye sunflower
Heliopsis helianthoides
L THROROUGHLY TILL IN PLANTING SOIL MIXTURE AMENDMENTS TO DEPTH OF 8" IN ENTIRE GROUNDCOVER BED AREA.
Partridge pea
Chamaecristafasciculata
2. WORK SOIL To LOOSE UNIFORMLY FINE TEXTURE
Pennsylvania smartweed
Polygonumpensylvanicum
3 HAND -TAMP BACKFILL TO REMOVE VOIDS AND AIR POCKETS
4. WATER IMMEDIATELY AFTER PLANTING UNTIL NO MORE WATER IS ABSORBED
Purple cone flower
Echinacea purpurea
River oats
Chasmanthiumlatifolium
GROUND COVER PLANTING
Showy evening primrose
Oenothera speciosa
Showy tickseed sunflower
Bidens aristosa
Smooth panic grass
Panicum dichotomiflorum
Soft rush
Juncus effusus
Switch grass
Panicum virgatum
Virgin wild rye
Elymus virginicus
COMBINED TOTAL:
15 lb/ac
PLANT SCHEDULE
BOTANICAL NAME COMMON NAME
QUANTITY HEIGHT SPREAD /CALIPER SPACING REMARKS
CODE TREES
SHRUBS
ARON ARONIA ARBUTIFOLIA RED CHOKE-BERRY 21 5 GAL AS SHOWN FWF CON
CORA CORNETS AMOMOM SILKY DOGWOOD 21 5 GAL AS SHOWN FWF CON
SAMC SAMBUCUS CANADENSIS ELDERBERRY 18 5 GAL AS SHOWN FWF CON
SEED
MIX
GROUND COVERS / GRASSES / PERENNIALS
TURF & MULCH
PERMANENT NATIVE MIX 1,280 SF NATIVE GRASS AREA TO BE MOWED
ONCE IN LATE WINTER TO 6 "-8" HEIGHT
MULCH SHREDDED HARDWOOD
ABBREVIATIONS: FWF FULL WELL FORMED MS MULTI- STEMMED TRUNK EGG EGG CAN CONTAINER
SP SPECIMEN MATERIAL CAL TRUNK CALIPER B &B BALLED AND BURLAPPED
IF TREE FORM HABIT GAL GALLON CONTAINER SF SQUARE FEET
CON CONTAINERIZED MATERIAL
BR BARE ROOT MATERIAL
ESP ESPALIER
SEED ALL DISTURBED AREAS
PER PERMANENT SEEDING SCHEDULE
SEE EROSION CONTROL PLAN
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Date:
6 -16 -2015
File Name:
SMGL -CR7
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -7.1

EX. CANAL /CHANNEL
-\ Sp
\ sF
INSTALL SAND BAG DIKE
UPSTREAM AND DOWNSTREAM
OF PIPE PRIOR TO REMOVAL,
MAINTAIN DIKES UNTIL
CULVERT IS REPLACED AND
BACKFILLED
1 /SD -8.0
TYPICAL CULVERT INSTALLATION
NO SCALE
�i.
V
/ INSTALL SILT FENCE
ACROSS TOP OF EA. END OF
PIPE
s� \
EX. ROAD /PATH
ST�
\ SF
INSTALL SILT FENCE
ACROSS TOP OF EA. END OF
PIPE
EX. CANAL /CHANNEL
MIN. 24 COVER
III III III
II
-III
2 /SD -8.0
CULVERT CROSS SECTION
NO SCALE
EXISTING GRAVEL
ROAD
-III II III III-
- COMPACT BACKFILL
IN 6" LIFTS
13'— 11 'X8' -7" CMP PIPE ARCH
WITH 2" CORRUGATIONS
(CONTECH OR EQUIVALENT)
EXISTING STREAM BED
PLACE ROCK TO MATCH
NATURAL STREAM CHANNEL
INOT RELEASED FOR CONSTRUCTION
NOTES:
1. ONLY PERFORM CULVERT REPLACEMENT DURING A PERIOD OF LOW
OR NO FLOW, AND WHEN NO SIGNIFICANT RAIN IS FORECASTED.
2. INSTALL SAND BAG DIKES UPSTREAM AND DOWNSTREAM OF EXISTING
CULVERT. PUMP OUT ANY WATER TRAPPED BETWEN DIKES. IF THERE IS
ANY FLOW IN EX. CHANNEL, MAINTAIN A BYPASS PUMP DURING
INSTALLATION.
3. REMOVE EX. CULVERT.
4. INSTALL STONE BASE, CULVERT, AND BACKFILL CULVERT.
5. INSTALL SILT FENCE ON EITHER SIDE OF NEW CULVERT.
6. REMOVE SAND BAG DIKES.
7. SEED AND MULCH ALL DISTURBED AREAS.
1) GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DISPOSITION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES,
SWALES' DITCHES
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER IF SLOPES ARE 10' OR LESS IN
THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR 14 DAYS 7 —DAYS FOR SLOPES GREATER
FLATTER THAN 50 FEET IN LENGTH
• ALL OTHER AREAS
WITH SLOPES 14 DAYS NONE (EXCEPT FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES)
3 /SD -8.0
DWR GROUND COVER REQUIREMENTS
NO SCALE
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Date:
2 -26 -2015
File Name:
SMGL -CR7
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD-8.0

I . OBTAIN ALL REQUIRED FEDERAL, STATE AND LOCAL APPROVALS AND PERMITS.
2. SCHEDULE AND HOLD A PRE— CONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND— DISTURBING ACTIVITIES. THIS MEETING SHOULD
BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY, ALL INVOLVED CONTRACTORS AND THE DESIGN TEAM.
3. INSTALL TEMPORARY 24" SINGLE WALL HDPE DIVERSION PIPE. ENSURE MINIMUM 2' COVER UNDER EXISTING GRAVEL ROAD.
4. INSTALL TEMPORARY SAND BAG DAMS AND ROUTE STREAM THROUGH DIVERSION PIPE.
5. WHEN THE WORK AREA IS DRY, REMOVE EXISTING CULVERTS.
6. INSTALL NEW CMP PIPE ARCH CULVERT. EMBED PIPE AS SHOWN ON PLANS. PLACE MATERIAL IN PIPE TO MATCH EXISTING STREAM
CHANNEL.
7. INSTALL CONCRETE HEADWALLS. FILL MATERIAL OVER CULVERT AND COMPACT IN 6" LIFT TO MEET PIPE COVER REQUIREMENTS.
S. EXCAVATE MATERIAL FROM EXISTING STREAM BED TO MATCH PROPOSED PROFILE.
9. REMOVE SAND BAG DAMS AND DIVERSION PIPE TO RESTORE STREAM FLOW THROUGH THE CULVERT.
10. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN THE SPECIFIED NUMBER OF DAYS.
1 /SD-8.1
CONSTRUCTION SEQUENCE
NO SCALE
8.5' BANKFULL WIDTH
4.0' CHANNEL WIDTH
I
�
3 /SD -8.1
STREAM CROSS SECTION
NO SCALE
—111`r
�I DEPTH TO MATCH
EXISTING STREAM
CROSS SECTION
1
INOT RELEASED FOR CONSTRUCTION
CONSTRUCTION
STEP 1: REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE THE SAND BAGS WILL BE PLACED. INSTALL SANDBAGS UPSTREAM AND
DOWNSTREAM OF CULVERTS TO BE REPLACED, IF THERE IS STANDING WATER IN THE EXISTING CHANNEL.
STEP 2: LAY OUT THE IMPERVIOUS POLY - FABRIC LINER WITH THE CENTER OF THE LINER LOCATED UNDER THE CENTER OF THE SAND BAG DIKE.
STEP 3: PLACE THE SANDBAGS TO THE DESIRED HEIGHT. THE DIKES SHALL HAVE A WIDTH SUITABLE TO SUPPORT THE HEIGHT. EACH ROW SHALL BE
OFFSET SO THE JOINTS ARE STAGGERED. PACK SANDBAGS TIGHTLY TOGETHER.
STEP 4: WRAP IMPERVIOUS POLY - FABRIC LINER AROUND SANDBAG DIKE AND SECURE WITH FINAL LAYER OF SANDBAGS.
STEP 5: PUMP OUT ANY WATER TRAPPED BETWEEN THE TWO SAND BAG DIKES.
MAINTENANCE
- PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS
- REMOVE IMPOUNDED TRASH AND SEDIMENT
- REMOVE ONCE CONSTRUCTION IS COMPLETE
2/SD -8.2
SAND BAG DIKE
NO SCALE
4/SD -8.1
NOT USED
NO SCALE
FILTER BAGS FILLED WITH SAND
IMPERVIOUS POLY - FABRIC, INSTALL
UNDER, AROUND AND OVER SAND BAGS
I
INSTALL SAND BAGS TO MATCH EXISTING
HEIGHT AND WIDTH OF CHANNEL
EX. CHANNEL
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Date:
2 -26 -2015
File Name:
SMGL -CR7
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: N/A
Sheet No.
SD -8.1