20150633 Ver 1_More Info Received_20150810

NOT RELEASED FOR CONSTRUCTION
DATE: JUNE 19, 2015
REVISED: AUGUST 7, 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 -6.1 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
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NORrx DIVISION OF ENGINEERING SERVICES
cnROUmn 1720 MAIL SERVICE CENTER
LEIGH, NORTH CAROLINA 27699
RESOURCES phone: [phone]
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cnROUmn 1720 MAIL SERVICE CENTER
LEIGH, NORTH CAROLINA 27699
RESOURCES phone: [phone]
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Sheel No.
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File Name:
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Surveyed: JCF
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Sheet No.
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PLANTING NOTES
1. Tree plantings and tied 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 a// planting beds at a depth of 3 inches.
J. Landscape Contractor is responsible for maintaining all installed plants
and town areas until issuance of Written Certificate of Final Completion
by the Landscape Architect.
4. Ad Nee shrub & groundcover materials shall be planted within 24 hours
after delivery.
5. Landscape Contractor shall make all arrangements for temporary iffigation
system services, permits and fees as needed.
6, Plant material list is prepared for estimating purposes only. Contractors
make their own quality takeoffs using drawings to determine quantities to their
satisfaction, reporting any discrepancies which may affect bidding to Landscape'
Architect.
Z 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.
9. All plant material to be provided by NCWRC.
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File Name:
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Designed: MALI
Drawn: MAH
Approved: N/A
Sheet No.
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PLANTING NOTES
1. Tree plantings and tied 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 a// planting beds at a depth of 3 inches.
J. Landscape Contractor is responsible for maintaining all installed plants
and town areas until issuance of Written Certificate of Final Completion
by the Landscape Architect.
4. Ad Nee shrub & groundcover materials shall be planted within 24 hours
after delivery.
5. Landscape Contractor shall make all arrangements for temporary iffigation
system services, permits and fees as needed.
6, Plant material list is prepared for estimating purposes only. Contractors
make their own quality takeoffs using drawings to determine quantities to their
satisfaction, reporting any discrepancies which may affect bidding to Landscape'
Architect.
Z 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.
9. All plant material to be provided by NCWRC.
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Approved: N/A
Sheet No.
SD -7.0

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PROWDE ! GUYS FOR EACH TEMPORARY & PERMANENT SEED SCHEDULE `��� .`N C A RO! ,
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GROMMEIIED TAPE BY GCS IxG COMMON NAME SCIENTIFIC NAME RATE V F'
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6 STAKE AND GUY TREES IF APPLKAJLU S HURT TAMP BACAY/LL TO R£MAE MOD AFC AAP POCKETS.
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COMBINED TOTAL: 151Wee IIJ
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AMANDMETSTOD "RE PLANT SCHEDULE
BE 8' IN LN R O£PM
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Bfo ARX EPPMU MULCH BOTANICAL NAME COMMON NAME I QUANTITY HEIGHT SPREADICALIPER SPACING REMARKS
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SUBGRADE III -VII I. 4'AAM I I I I 7 -22 -2015
III LI -1:F RAM, I I I I I I I File Name:
__ I I I I SMGL -CR5
ABRREVIATIONS.' FM` FULL WILL FORMED ME MAUI- STEMMED TRUNK EGG EGG CAN CONIANER CON COINNNERM£D MAIERVL Surveyed: JCF
SP SPECIMEN AWERAL CN TRUNK CALIPER Be8 BALLED AND BURMPP£D BR WE BUR MADOW Designed: MAH
Drawn: MAH
W TFF£ FORM Hr91T ON GALLON CoMNN£R BE SDIHWC F£fi ESP ESPALIER Approved: WA
LAWN EDGE DETAIL Sheet No.
SD -7.1

EX. CANAUCHANNEL
INSTALL SAND BAG DIKES
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
INSTALL SILT FENCE
F ACROSS TOP OF EA. END OF
\ PIPE
EX. ROAD /PATH
INSTALL SILT FENCE
LL ACROSS TOP OF EA. END OF
PIPE
EX. CANAL /CHANNEL
EXISTING GRAVEL
MIN. 24" COVER ROAD
;il III II I!i II`- —III, III III III II III !,I
I III III III III - ; COMPACT BACKFILL
IN 6" LIFTS
III l i d III III. I I, I I III III —I 1 I, _
III III III III= III -III -I
I III. ( III. III III -.. - 112" -15" CUP PIPE ARCH
III III I —III I. - WITH 1" CORRUGATIONS
_ (CONTECH OR EQUIVALENT)
III EXISTING STREAM BED
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II III III -III -111
2 /SD -8.0
CULVERT CROSS SECTION
NO SCALE
_PLACE ROCK TO MATCH
NATURAL STREAM CHANNEL
RELEASED FOR
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.
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1) GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DISPOSITION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETE KES,
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AND HOW ZONES)
FLATTER THAN 4:1
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10" OR LESS IN
• SLOPES STEEPER
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 3:1
THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR 4 DAYS
7 —DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
1
NONE (EXCEPT FOR PERIMETERS
WITH SLOPES 14 DAYS
AND HOW ZONES)
FLATTER THAN 4:1
3ISD -8.0
DWR GROUND COVER REQUIREMENTS
NO SCALE
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Date:
2 -26 -2015
File Name:
SMGL -CR5
Surveyed: JCF
Designed: MAN
Drawn MAN
Approved: WA
Sheet No.
SD -8.0

1. 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 HOPE 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
Fg,"STRUCTION SEQUENCE SCALE
(CROSS SECTION SHOWN IS FROM
SURVEY OF EXISTING STREAM CHANNEL
3.51' BANKFULL WIDTH
SIDESLOPES TO BE
STABILIZED WITH
COIR MAT
COIR MAT TO BE ROLANKA BIOD -MAT 40
OR EQUIVALENT MAT TO BE INSTALLED
PER MANUFACTURERS RECOMMENDATIONS.
3 /SD -B.1
STREAM CROSS SECTION
NO SCALE
SIDESLOPE = 1.4:1
BANKFULL CROSS - SECTIONAL AREA = 3.11 SF
BANKFULL WIDTH = 3.51 FT
BANKFULL MEAN DEPTH = 0.46 FT
(FROM REGIONAL CURVE DATA)
' NOT RELEASED FOR CONSTRUCTION
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CONSTRUCTION ]REVISED: 8 -7 -2015 DWR COMMENT
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.
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STEP 2: LAY OUT THE IMPERVIOUS POLY- FABRIC LINER WITH THE CENTER OF THE LINER LOCATED UNDER THE CENTER OF THE SAND BAG DIKE.
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STEP 3: PLACE THE SANDBAGS TO THE DESIRED HEIGHT. THE DIKES SHALL HAVE A WIDTH SUITABLE TO SUPPORT THE HEIGHT. EACH ROW SHALL BE
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OFFSET SO THE JOINTS ARE STAGGERED. PACK SANDBAGS TIGHTLY TOGETHER.
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STEP 4: WRAP IMPERVIOUS POLY - FABRIC LINER AROUND SANDBAG DIKE AND SECURE WITH FINAL LAYER OF SANDBAGS.
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STEP 5: PUMP OUT ANY WATER TRAPPED BETWEEN THE TWO SAND BAG DIKES.
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- PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS
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-REMOVE IMPOUNDED AND SEDIMENT
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- REMOVE ONCE CONSTRT S COMPLETE
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FILTER BAGS FILLED WITH SAND IMPERVIOUS POLY - FABRIC, INSTALL
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UNDER, AROUND AND OVER SAND BAGS
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2ISO -8.1
SAND BAG DIKE
NO SCALE
4/SD -8.1
NOT USED
NO SCALE
INSTALL SAND BAGS TO MATCH EXISTING
HEIGHTAND WIDTH OF CHANNEL
EX. CHANNEL
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Date:
2 -26 -2015
File Name:
SMGL -CRS
Surveyed: JCF
Designed: MAH
Drawn: MAH
Approved: WA
Sheet No.
SD -8.1