20191137 Ver 1_NCDEQ 2nd Submittal_20190823

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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYI-77 TO TREYBURN DRIVEMECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]TREYBURN DR
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSSHEET INDEX:CHAPTER 1CHAPTER 2CHAPTER 3C-1.0COVER SHEETC-3.0C-1.1LONG CREEK GREENWAYI-77 TO TREYBURN DRIVECHARLOTTE, NORTH CAROLINAJULY 9, 2019100% CONSTRUCTION DOCUMENTSC-3.1GRADING PLAN INDEXGRADING PLAN - AUSTIN WOODS ACCESSC-1.9EXISTING CONDITIONS, DEMO & EROSION CONTROL PLAN INDEXEXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-2.19SITE DETAILSVICINITY MAPC-2.0PLAN & PROFILE INDEXC-1.10EROSION CONTROL DETAILSPROJECT LIMITSCHAPTER 5C-5.0BRIDGE LAYOUTCHAPTER 6PROJECTMANAGEMENTMecklenburg County Asset & FacilityManagement3205 Freedom Drive, Suite 6000Charlotte, NC 28208Contact: David BoothPhone #: 704.575.4871SURVEYORLDSI, INC201 W 29th StreetCharlotte, NC 28206Contact: Seth MartinPhone #: 704.337.8329LANDSCAPEARCHITECT& ENGINEERLandDesign, Inc.223 North Graham St.Charlotte, NC 28202Contact: Aaron Wagoner, PEPhone #: 704.333.0325STREAMENHANCEMENTENGINEEROWNERMecklenburg County Park & RecreationDepartment 5841 Brookshire BoulevardCharlotte, NC 28216-2403Contact: Katie Lloyd, PLAPhone #: 980.314.1035STRUCTURALENGINEERSTV Inc.900 West Trade St, Suite 715Charlotte, NC 28202Contact: Paul Kelly, PEPhone #: 704.816.2518Stantec2127 Ayrsley Town Blvd #300Charlotte, NC 28273Contact: Elizabeth Edelstein Paden, PEPhone #: 980.297.7693COVER SHEETN/AARWDJBARWC-1.08/1/2019 12:05 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-COVER.DWGC-1.0AGENERAL NOTESN/AC-2.23TYPICAL SECTIONSC-5.1BRIDGE 1 PLAN & ELEVATIONC-5.3BRIDGE 2 PLAN & ELEVATIONC-5.5BRIDGE 3 PLAN & ELEVATIONC-3.3GRADING PLAN - NORTHLAKE MALL ACCESSC-3.2GRADING PLAN - REAMES ROAD ACCESS & CULVERTC-3.4GRADING PLAN - WT HARRIS BLVD CULVERTC-1.8EXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-1.7EXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-1.6EXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-1.5EXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-1.4EXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-1.3EXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-1.2EXISTING CONDITIONS, DEMO & EROSION CONTROL PLANC-1.11EROSION CONTROL DETAILSC-2.1PLAN & PROFILE (LONG CREEK 1 OF 8)C-2.2PLAN & PROFILE (LONG CREEK 2 OF 8)C-2.3PLAN & PROFILE (LONG CREEK 3 OF 8)C-2.4PLAN & PROFILE (LONG CREEK 4 OF 8)C-2.5PLAN & PROFILE (LONG CREEK 5 OF 8)C-2.6PLAN & PROFILE (LONG CREEK 6 OF 8)C-2.7PLAN & PROFILE (LONG CREEK 7 OF 8)C-2.8PLAN & PROFILE (LONG CREEK 8 OF 8)C-2.9PLAN & PROFILE (DIXON BRANCH CREEK 1 OF 3)C-2.10PLAN & PROFILE (DIXON BRANCH CREEK 2 OF 3)C-2.11PLAN & PROFILE (DIXON BRANCH CREEK 3 OF 3 & WT HARRIS ACCESS)C-2.12PLAN & PROFILE (LONG CREEK CLUB APARTMENT & REAMES ROAD ACCESS)C-2.13PLAN & PROFILE (MCDONALD'S & SECRETARIAT DR. ACCESS)C-2.14PLAN & PROFILE (BAYVIEW PKWY & AUSTIN WOODS APARTMENT ACCESS)C-2.18C-2.17C-2.16C-2.15SITE DETAILSSITE DETAILSSITE DETAILSSITE DETAILSC-1.1AOVERALL CONSTRUCTION ACCESS PLANC-2.21SITE DETAILSC-2.22SITE DETAILSC-2.20SITE DETAILSC-2.24REAMES ROAD UPSTREAMC-2.25REAMES ROAD DOWNSTREAMC-2.26WEST W.T. HARRIS BLVD DOWNSTREAMC-6.0COVER SHEETC-6.1OVERALL PLAN VIEWC-6.2PLAN & PROFILEC-6.3C-6.4C-6.5C-6.6C-6.7C-6.8C-6.9C-6.10C-6.11C-6.12C-6.13C-6.14C-6.15C-6.16C-6.17C-6.18OVERALL STORM WATER PLAN VIEWC-6.19TRIBUTARY AND STORM WATER OUTFALL CONNECTIONSC-6.20C-6.21C-6.22C-6.23C-6.24C-6.25C-6.26C-6.27C-6.28TYPICAL CROSS SECTIONC-6.29CROSS SECTIONSC-6.30C-6.33C-6.34C-6.35C-6.36C-6.37C-6.38C-6.39PLANTING PLANC-6.40C-6.41C-6.42C-6.43C-6.44C-6.45C-6.46C-6.47TYPICAL STREAM STRUCTURE DETAILSC-6.48C-6.49C-6.50C-6.51C-6.52PLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILETRIBUTARY AND STORM WATER OUTFALL CONNECTIONSTRIBUTARY AND STORM WATER OUTFALL CONNECTIONSTRIBUTARY AND STORM WATER OUTFALL CONNECTIONSTRIBUTARY AND STORM WATER OUTFALL CONNECTIONSTRIBUTARY AND STORM WATER OUTFALL CONNECTIONSTRIBUTARY AND STORM WATER OUTFALL CONNECTIONSTRIBUTARY AND STORM WATER OUTFALL CONNECTIONSTRIBUTARY AND STORM WATER OUTFALL CONNECTIONSCROSS SECTIONSCROSS SECTIONSCROSS SECTIONSCROSS SECTIONSCROSS SECTIONSCROSS SECTIONSCROSS SECTIONSPLANTING PLANPLANTING PLANPLANTING PLANPLANTING PLANPLANTING PLANPLANTING PLANPLANTING PLANTYPICAL STREAM STRUCTURE DETAILSTYPICAL STREAM STRUCTURE DETAILSTYPICAL STREAM STRUCTURE DETAILSTYPICAL STREAM STRUCTURE DETAILSTYPICAL STREAM STRUCTURE DETAILSCHAPTER 6C-1.12EROSION CONTROL DETAILSC-4.0LANDSCAPE PLANCHAPTER 4C-4.1LANDSCAPE PLANC-4.2LANDSCAPE PLANC-4.3LANDSCAPE PLANC-4.4LANDSCAPE PLANC-4.5LANDSCAPE PLANC-4.6LANDSCAPE PLANC-5.2BRIDGE 1 ABUTMENTSC-5.4BRIDGE 2 ABUTMENTSC-5.6BRIDGE 3 ABUTMENTSC-5.7APPENDIX BC-5.8SPECIAL INSPECTIONSC-2.18ASITE DETAILSC-6.31CROSS SECTIONSC-6.32CROSS SECTIONSC-1.13EROSION CONTROL DETAILS
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
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CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
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LONG CREEK
DIXON BRANCH CREEK
C-1.
8
C-1.9
C-1.5
C-1.4
C-1.3
C-1.2REAMES RDTREYBURN DRI-485 RAMPI-485 RAMPPERIM
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PRESTBURY BLVDWETLAND (TYP.)
C-1.6
C-1.7
BAYVIE
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NETTLE
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KIMMEL LANE
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN INDEX
N/A
ARW
DJB
ARW
C-1.1
8/1/2019 12:05 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=200'
100'200'400'
LONG CREEK
WETLAND (TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
PERIMET
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BAYVIEW PKWY
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
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VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
WT H
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RI
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PRESTBURY BLVDBAYVIE
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NETTLE
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SECR
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KIMMEL LANE
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
OVERALL CONSTRUCTION
ACCESS PLAN
N/A
ARW
DJB
ARW
C-1.1A
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
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1"=200'
100'200'400'
PROP. CONSTRUCTION ENTRANCE #1
(GREENWAY BUDGET)
PERIMETE
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BAYVIEW PKWYPROP. CONSTRUCTION ENTRANCE #2
(STREAM BUDGET)
PROP. CONSTRUCTION ENTRANCE #3
(SHARED BUDGET)
PROP. CONSTRUCTION ENTRANCE #4
(SHARED BUDGET)
PROP. CONSTRUCTION
ENTRANCE #5
(STREAM BUDGET)
PROP. CONSTRUCTION ENTRANCE #6
(SHARED BUDGET)
PROP. CONSTRUCTION ENTRANCE #7
(GREENWAY BUDGET)
PROP. CONSTRUCTION ENTRANCE #8
(GREENWAY BUDGET)
PROP. CONSTRUCTION ENTRANCE #10
(SHARED BUDGET)
PROP. CONSTRUCTION ENTRANCE #9
(GREENWAY BUDGET)
PROP. TEMPORARY FORD
CROSSING #1 (STREAM BUDGET)
PROP. TEMPORARY FORD
CROSSING #2 (STREAM BUDGET)PROP. TEMPORARY FORD
CROSSING #3 (SHARED BUDGET)
PROP. TEMPORARY FORD
CROSSING #4 (SHARED BUDGET)
PROP. TEMPORARY FORD
CROSSING #8 (STREAM BUDGET)
PROP. TEMPORARY FORD
CROSSING #5 (SHARED BUDGET)
PROP. TEMPORARY FORD
CROSSING #6 (STREAM BUDGET)
PROP. TEMPORARY FORD
CROSSING #7 (SHARED BUDGET)
LINE #NAME UNIT STORM
ONLY
GREENWAY
ONLY SHARED TOTAL
1 CONSTRUCTION ENTRANCE EA 2 4 4 10
2 TEMP. FORD CROSSING EA 4 0 4 8
ALL EROSION CONTROL MEASURES TO
BE INCLUDED IN THE STREAM BUDGET
BETWEEN FORD CROSSING #1 AND
CONSTRUCTION ENTRANCE #2.
TD->TD->TD->TD->T
D
-
>
T
D
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>
T
D
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>
T
D
-
>
T
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>
T
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>
TD->
TD->
TD->TD->715710
715
72
0
725 728
7
2
0 720720
720720
720
725
730
735
740
745
750
755
760
765 77077
5
7
8
0
778
7
7
5
7
7
0
7
6
5
7
6
0
7
5
5
7
5
0
7
4
5
740
735755
750
745
740
735
730
7
3
5
711719 720
I-485TRE
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VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
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B
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RI
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VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
MATCHLINE SEE SHEET C-1.3SWIM BUFFER
FEMA FLOODWA
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02511305
Centennial Northlake LLC
DB 28832-952
N/F
02511305
Centennial Northlake LLC
DB 28832-952
N/F
02512110
Austin Woods Apartments LP
DB 13525-282
CENTURY
NORTHLAKE APARTMENTS
CENTURY
NORTHLAKE APARTMENTS
10.00'
SWIM BUFFER
TOTAL DENUDED AREA= 28.30 ACRES
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM) AND NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE MECKLENBURG COUNTY SOIL
EROSION AND SEDIMENTATION ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND
STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL
REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO
VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS
INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY,
THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL
LOCATION TO THE EROSION CONTROL INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION
MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING EROSION CONTROL DEVICES. TEMPORARY
SEEDING SHALL NOT BE CONSIDERED PERMANENT STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF ADJACENT STREETS. ADDITIONAL EROSION
CONTROLS MEASURES MAY BE REQUIRED IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.2
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=
20'40'80'
40'
MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE THIS SHEET
EX. 20' SANITARY SEWER
EASEMENT (PER DB 6753-308)
PROP. TEMP 48" CMP
@ 1.00% MINIMUM SLOPE
EX. STREAM (S2)
PROP. SILT FENCE
ROCK OUTLET
PROP. CATCH BASIN INLET
PROTECTION (CLDS 30.15)
DENUDED LIMITS
(TYP.)
PROP. SILT FENCE
(CLDS 30.06A) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
EX. PARKING LOT
EX. PARKING LOT
PERIMET
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DENUDED LIMITS
(TYP.)
PROP. SILT FENCE
(CLDS 30.06A) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
EX. PARKING LOTPARCEL LINE (TYP.)DENUDED LIMITS
(TYP.)PCO BUFFERPCO BUFFERPCO BUFFEREX. BUILDING
EX. RETAINING WALL
TO REMAIN
EX. GREENWAY
ACCESS EASEMENT
PROP. TEMPORARY ROCK CHECK
DAM (CLDS 30.10A) (TYP.)
PROP. TEMPORARY SILT DITCH
(CLDS 30.05) (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. CONSTRUCTION ENTRANCE #2
(STREAM) (CLDS 30.11A)
LAT: 35.3429925°
LONG: -80.8502479°
PROP. CONSTRUCTION ENTRANCE #1
(GREENWAY) (CLDS 30.11A)
LAT: 35.3406974°
LONG: -80.8516086°
TEMPORARY ACCESS
ROAD (TYP.)
EX. GREENWAY
ACCESS EASEMENT APPROXIMATE LOCATION OF 10' LEVEL
3 COMMUNICATIONS EASEMENT
PROP. TEMPORARY STREAM
CROSSING (CLDS 30.14)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. SILT FENCE ROCK
OUTLET (CLDS 30.06C)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
EX. GREENWAY
ACCESS EASEMENT
PROP. TEMPORARY ROCK CHECK
DAM (CLDS 30.10A) (TYP.)
PROP. TEMPORARY SILT DITCH
(CLDS 30.05) (TYP.)
EX. WETLAND
(TYP.)
PROP. TEMPORARY FORD
CROSSING #1 (STREAM)
EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
EX. PLANTING BED
TO BE REMOVED
EX. GREENWAY
ACCESS EASEMENT
EX. SIDEWALK/CONCRETE
TO BE REMOVED
EX. SIDEWALK
TO REMAIN
EX. FENCE
TO REMAIN
EX. SDMH
RIM: 778.05
EX. SDMH
RIM: 756.57
EX. SDMH
RIM: 733.96
EX. 24" CPP FES
RIM: 727.24
50.00'
APPROXIMATE LOCATION OF 50'
PLANTATION NATURAL GAS PIPELINE R/W
EX. DRY DETENTION
TO REMAIN
EX. SPILLWAY
TO REMAIN
EX. 18' SANITARY
SEWER TO REMAIN
EX. SSMH
PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND
CONTRACTOR TO REPLACE
DAMAGED CURB AND
SIDEWALK AFTER COMPLETION
OF CONSTRUCTION TO EQUAL
OR BETTER CONDITIONS
CONTRACTOR TO REPLACE DAMAGED
CURB AND SIDEWALK AFTER
COMPLETION OF CONSTRUCTION TO
EQUAL OR BETTER CONDITIONS
10.00'
APPROXIMATE
LOCATION OF 10'
LEVEL 3
COMMUNICATIONS
EASEMENT
50.00'
APPROXIMATE
LOCATION OF 50'
PLANTATION
NATURAL GAS
PIPELINE R/W
STORM WATER &
ACCESS EASEMENT
50.00'
NO-IMPACT AREAS
(PROPOSED BOARDWALK INSTALLATION)
PLANTATION PIPELINE NOTES:
1. REFER TO THE PLANTATION PIPE LINE COMPANY REQUEST FOR PERMIT TO CROSS
RIGHT-OF-WAY APPLICATION. FILE REFERENCE NO.: 10.2.2.3.16
2. APPLICANT, OR ITS AGENT, WILL GIVE A REPRESENTATIVE OF PLANTATION'S GASTONIA
MAINTENANCE OFFICE TELEPHONE NUMBER 704-813-6256, 48 HOURS' NOTICE OF THE
DAY ON WHICH THE CROSSING(S) WILL BE MADE, IN ORDER THAT ARRANGEMENTS CAN
BE MADE FOR NECESSARY REPRESENTATIVES OF PLANTATION TO BE PRESENT.
PLANTATION'S REPRESENTATIVE WILL ESTABLISH THE WIDTH OF THE PIPELINE
CONFINEMENT STRIP AND APPROXIMATE DEPTH OF THE PIPELINE(S).
PROP. TEMPORARY US ARMY CORPS OF
ENGINEERS CONSTRUCTION MAT (TYP.)
NOTE:
UPON COMPLETION OF ALL
CONSTRUCTION EQUIPMENT
USING CONSTRUCTION
ENTRANCE #2 (STREAM),
CONTRACTOR TO REMOVE
CONSTRUCTION ENTRANCE
AND US ARMY CORPS OF
ENGINEERS CONSTRUCTION
MATS. CONTRACTOR TO MOVE
CONSTRUCTION ENTRANCE
STONE OVER 50' PLANTATION
PIPELINE R/W (20' WIDE). THIS
WILL BE USED AS A
PERMANENT GREENWAY AND
STREAM EASEMENT ACCESS
CROSSING FOR MECKLENBURG
COUNTY.
710
715
710
710
715
715
710
710 715715
710
710
715715
710
710 715
715
710
710 715
715
710
710
715715
71
0
715
717
716
71
6
709 709709
709
708 708
708
I-485TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS MATCHLINE SEE SHEET C-1.4 MATCHLINE SEE SHEET C-1.2PERIMETER PARK
W
A
Y
80' PUBLIC R/W (C
D
O
T
)
N/F
02511323
Mecklenburg County
DB 25329-266
N/F
02511301
Mecklenburg County
DB 13057-721
N/F
02511322
Centennial Northlake LLC
DB 28832-943
N/F
02511320
Mecklenburg County
DB 23210-304
N/F
02511323
Mecklenburg County
DB 25329-266
N/F
02511319
Permieter Woods LLC
DB 26525-806
N/F
02511315
Perimeter Woods Business Park LLC
DB 13521-275
EX.
WETLAND (TYP)
PC
O

B
U
F
F
E
R
SWIM BUFFER
COMMUNITY
ENCROACHMENT LINE
CENTURY
NORTHLAKE
APARTMENTS
PC
O

B
U
F
F
E
R
SWIM BUFFER
FEMA FLOODWAY ENCROACHMENT LINE
COMMUNITY
ENCROACHMENT LINE
SWIM BUFFER
SWIM BUFFER
COMMUNI
T
Y

E
N
C
R
O
A
C
H
M
E
N
T

L
I
N
E
FEMA FLOODWAY ENCROACHMENT LINE
FEMA F
L
O
O
D

F
R
I
N
G
E

L
I
N
E
(FUTUR
E

1
0
0

Y
E
A
R
)
COMMUNITY ENCROACHMENT LINE
FEMA FLOO
D
W
A
Y

E
N
C
R
O
A
C
H
M
E
N
T

L
I
N
E
SWIM BUFFER
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.3
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=
20'40'80'
40'
PROP. STAGING AREA /
STOCKPILE LOCATION (TYP.)
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM) AND NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE MECKLENBURG COUNTY SOIL EROSION
AND SEDIMENTATION ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND
STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL
REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO
VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF
FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR
SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL
INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION
MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING EROSION CONTROL DEVICES. TEMPORARY SEEDING
SHALL NOT BE CONSIDERED PERMANENT STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF ADJACENT STREETS. ADDITIONAL EROSION CONTROLS
MEASURES MAY BE REQUIRED IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)DENUDED LIMITS
(TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
EX.
WETLAND (TYP)
EX.
WETLAND (TYP)
EX.
WETLAND (TYP)
EX.
WETLAND (TYP)PARCEL LINE (TYP.)EX. BMP
PARCEL LINE (TY
P
.
)
EX. PARKING LOT
EX. BUILDING
EX. STREAM (S1)
EX. CHANNEL (TYP.)
PROP. SILT FENCE
(CLDS 30.06A) (TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. TEMPORARY FORD
CROSSING #2 (STREAM)
PROP. TEMPORARY MUD
MAT STREAM CROSSING
PROP. TEMPORARY MUD MAT
WETLAND CROSSING (TYP.)
PC
O

B
U
F
F
E
R
EX. CHANNEL (TYP.)
EX.
WETLAND (TYP)
PAR
C
E
L
LI
N
E (
T
Y
P.)
EX. TREE LINE
(TYP.)
EX. 10' SANITARY SEWER
EASEMENT (TYP.)
EX. SANITARY
SEWER TO REMAIN
EX. SSMH (TYP.)
EX. 20' SANITARY SEWER
EASEMENT (PER DB 6753-308)
EX. 18" SANITARY SEWER
TO REMAIN
EX. 18" SANITARY SEWER
TO REMAIN
TOTAL DENUDED AREA= 28.30 ACRES
PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
NO-IMPACT AREAS
(PROPOSED BOARDWALK INSTALLATION)
AREA WITHIN GRAY HATCH TO
NOT BE IMPACTED DURING
BOARDWALK INSTALLATION
(TYP.)
710
70
5
710
705
71
0
710
710
710
710
710
710
71
0
710
710
715
715720725
733
730
725
723723
72
7
735 735740 740730
725
720725720725710
710
710
710708
707
707
707
707
707
706
706
7
0
5
715
713
I-485TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
MATCHLINE SEE SHEET C-1.5 MATCHLINE SEE SHEET C-1.3PERIMETER PARK
W
A
Y
80' PUBLIC R/W (C
D
O
T
)
COMMU
N
I
T
Y
ENCRO
A
C
H
M
E
N
T

L
I
N
E
N/F
02522104
Roy I Denman
DB 4574-938
N/F
02522105
Muskrat Point Properties LLC
DB 28913-147
N/F
02522294
Mecklenburg County
DB 8864-746
N/F
02522289
Debra D. Davis
DB 12570-541
N/F
02522290
American Homes 4 Rent
Proerties
DB 28327-619
N/F
02522291
American Homes 4 Rent
Properties
DB 28339-794
N/F
02522292
James Brownfield
& Jacy Martinez
DB 28762-507
N/F
02522293
Felipe A. Roman Jr
DB 18252-827
N/F
02511398
Mecklenburg County
DB 26191-350
REAMES ROADVARIABLE PUBLIC R/W PER MB 49-899(NCDOT)SECRETARI
A
T

D
R
I
V
E
50' PUBLIC
R
/
W

P
E
R

M
B

2
4
-
9
5
3
(CDOT)
N/F
02522106
Northlake Real Estate Investors LLC
DB 27575-719
EX.
WETLAND (TYP)
CO
M
M
U
N
I
T
Y
EN
C
R
O
A
C
H
M
E
N
T

L
I
N
E
SWIM B
U
F
F
E
R
F
EM
A

F
LOO
DW
A
Y
EN
C
RO
A
CHM
E
N
T

L
IN
E
C
O
M
M
U
N
I
T
Y
E
N
C
R
O
A
C
H
M
E
N
T

L
I
N
E
SWIM BUFFER
COMMUNITY
ENCROACHMENT L
I
N
E
FEMA FLOODWAY
ENCROACHMENT LINE
N/F
02522285
GEORGE Y BOUSABA
DB 19926-838 N/F
02522284
TRUDY B SCHILLO
DB 25836-531
N/F
02522283
MARITZA PAZ
DB 28908-708
N/F
02522288
TIMOTHY S CONARD
DB 29281-720
N/F
02522287
MANNY'S FAMILY TRUST
DB 30913-332 N/F
02522286
NATALIE T COLE
DB 16221-132
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.4
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=
20'40'80'
40'
PROP. STAGING AREA /
STOCKPILE LOCATION (TYP.)
PROP. STAGING AREA /
STOCKPILE LOCATION (TYP.)
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM) AND
NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE MECKLENBURG COUNTY SOIL
EROSION AND SEDIMENTATION ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND
GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. REFER TO EROSION CONTROL ORDINANCE
FOR ADDITIONAL REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL
TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1
(HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS
DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED
FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION
AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE-CONSTRUCTION MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING EROSION CONTROL DEVICES.
TEMPORARY SEEDING SHALL NOT BE CONSIDERED PERMANENT STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF ADJACENT STREETS. ADDITIONAL
EROSION CONTROLS MEASURES MAY BE REQUIRED IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
EX.
WETLAND (TYP)
PROP. TEMP 24" CMP
@ 1.00% MINIMUM SLOPE
PROP. TEMPORARY STREAM
CROSSING (CLDS 30.14)PARCEL LINE (TYP.)PCO BUFFERPCO BUFFER
PROP. CONSTRUCTION ENTRANCE #4
(SHARED) (NCDOT #1607.01)
LAT: 35.3490155°
LONG: -80.8603068°
DENUDED LIMITS
(TYP.)
PROP. SILT FENCE
(CLDS 30.06A) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
EX.
WETLAND (TYP)
EX.
WETLAND (TYP)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
PROP. CONSTRUCTION ENTRANCE #3
(SHARED) (CLDS 30.11A)
LAT: 35.3434023°
LONG: -80.8579949°
PROP. CATCH BASIN INLET
PROTECTION (CLDS 30.15)REAMES ROADVARIABLE PUBLIC R/W PER MB 49-899(NCDOT)DENUDED LIMITS
(TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
TEMPORARY
ACCESS ROAD
(TYP.)
EX.
WETLAND (TYP)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
EX. RIP RAP
PROP. TEMPORARY MUD MAT
WETLAND CROSSING (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
DENUDED LIMITS
(TYP.)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
EX. RIP RAP
EX. CONCRETE HEADWALL
(TO REMAIN)
TEMPORARY ACCESS
ROAD (TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
PROP. TEMPORARY
FORD CROSSING #3
(SHARED)
PROP. TEMPORARY FORD
CROSSING #4 (SHARED)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)PARCEL LINE (TYP.)EX. WOOD FENCE
TO REMAIN (TYP.)
EX. ±475 SF OF SIDEWALK
TO BE REMOVED
EX. 8" VCP SANITARY SEWER TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
EX. 12" WATERMAIN (TYP.)
EX. FIRE HYDRANT
(TYP.)
EX. UNDERGROUND
GAS TO REMAIN (TYP.)
EX. OVERHEAD UTILITY
TO REMAIN (TYP.)
EX. (2) 12' x 12' REINFORCED
CONCRETE BOX CULVERT (TO REMAIN)
EX. SSMH
RIM: 716.14
INV. IN: 705.18
INV. IN: 704.52
INV. OUT: 704.50
EX. SSMH
INV. EL: 704.70
INV. IN: 704.96
INV. OUT: 704.17
EX. SSMH
RIM: 718.30
INV. EL: 704.13
INV. IN (8"): 704.94
EX. 18" RCP OUTFALL
INV. 721.78
EX. SSMH
RIM: 715.92
EX. SSMH
RIM: 725.75
INV. IN: 716.56
INV. OUT: 716.45
EX. VALLEY AND CURB
AND GUTTER TO REMAIN
15' GREENWAY ACCESS
EASEMENT& SSE PER MB 24-953
EX. SSMH
RIM: 713.26
INV. IN: 703.83
INV. OUT: 703.28
EX. SSMH (TYP.)
EX. 20' SANITARY SEWER
EASEMENT (PER DB 6753-308)
EX. 18" SANITARY SEWER
TO REMAIN
EX. SSMH
RIM: 713.26
INV. EL: 702.94
EX. SSMH
RIM: 714.76
EX. SSMH
RIM: 710.84
GREENWAY EASEMENT TO
MECKLENBURG COUNTY
DB 4574 PG 938
(± 0.616 ACRES)
TOTAL DENUDED AREA= 28.30 ACRES
PROP. TEMPORARY MUD MAT
WETLAND CROSSING (TYP.)
PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
EX. FENCE AND DOG
PARK TO REMAIN
EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
PROP. TREE PROTECTION
FENCE (TYP.) (CLDS 40.02)
EX. TREE TO BE
REMOVED (TYP.)
EX. TREE TO BE
REMOVED (TYP.)
CONTRACTOR TO REPLACE DAMAGED
CURB AFTER COMPLETION OF
CONSTRUCTION TO EQUAL OR
BETTER CONDITIONS
EX. CREEK TO
BE PROTECTED
EX. HEADWALL
TO REMAIN
NO-IMPACT AREAS
(PROPOSED BOARDWALK INSTALLATION)
AREA WITHIN GRAY HATCH TO NOT
BE IMPACTED DURING BOARDWALK
INSTALLATION(TYP.)
AREA WITHIN GRAY HATCH TO NOT
BE IMPACTED DURING BOARDWALK
INSTALLATION(TYP.)
7077067057
0
0
698 697705 700700
705705
70
5
705
700
700
705
705
700700
705
705
700
705
705
700
705
7057057007057057
0
5
7
0
5
70
5
7
0
5
71
0
7
0
5
71
0
70
5
705715
713
71
5
7
1
3
70970
2
701
701
701 708707 7077
0
5 705706
708I-485TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
MATCHLINE SEE SHEET C-1.9 MATCHLINE SEE SHEET C-1.4N/F
02531297
Mecklenburg County
DB 19218-821
N/F
02522111
Mecklenburg County
DB 28204-114
N/F
02522110
Mecklenburg County
DB 28204-114
N/F
025122294
Mecklenburg County
DB 8864-746
N/F
025122294
Mecklenburg County
DB 8864-746
N/F
02522111
Mecklenburg County
DB 28204-114
N/F
02522108
Northlake Real Estate Investors
DB 27575-719
N/F
02522111
Mecklenburg County
DB 28204-114
Solid Waste Disposal
Site per MB 24-953
NORTHLAK
E

W
E
S
T

D
R
I
V
E
(PRIVATE
D
R
I
V
E
W
A
Y
)PCO BUFFEREX. TOP OF BANK (TYP)
EX. WETLAND (TYP)
EX. PARKING LOT
N/F
02522108
Northlake Buffalo LLC
DB 29133-885
N/F
02522106
Northlake Real Estate Investors LLC
DB 27575-719
PCO BUFFERCOMMUNITYENCROACHMENT LINEFEMA
F
L
O
O
D
W
A
Y
E
N
C
R
O
A
C
H
M
E
N
T
LI
N
E
SWIM
B
U
F
F
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PRO
P
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Y

L
I
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E

(
T
Y
P
)COMMUNITY ENCROACHMENT LINE
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.5
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=200'
100'200'400'
MATCHLINE SEE SHEET C-1.6
TOTAL DENUDED AREA= 28.30 ACRES
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM) AND NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE MECKLENBURG COUNTY SOIL EROSION AND SEDIMENTATION ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED
WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE
LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING EROSION CONTROL DEVICES. TEMPORARY SEEDING SHALL NOT BE CONSIDERED PERMANENET STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF ADJACENT STREETS. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
PROP. TEMP 30" CMP
@ 1.00% MINIMUM SLOPE
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. TEMPORARY STREAM
CROSSING (CLDS 30.14)PARCEL LINE (TYP.)PROP. CATCH BASIN INLET
PROTECTION (CLDS 30.15)
PROP. CONSTRUCTION ENTRANCE #5
(STREAM) (NCDOT #1607.01)
LAT: 35.3463581°
LONG: -80.8614445°
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
DENUDED LIMITS
(TYP.)
PROP. SILT FENCE
(CLDS 30.06A) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
EX. WALL
(TO REMAIN)
EX. OUTFALL
(TO REMAIN)
EX. EMERGENCY
SPILLWAY (TO REMAIN)
EX. BMP
(TO REMAIN)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. TEMPORARY FORD
CROSSING #5 (SHARED)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
DENUDED LIMITS
(TYP.)
EX. SSMH
RIM: 710.81
INV. IN: 701.43
INV. OUT: 700.77
EX. SSMH
EX. SSMH
EX. GUARDRAIL
(TO REMAIN)
EX. CURB AND GUTTER
(TO REMAIN)
EX. ±426' OF EXISTING
FENCE TO BE REMOVED
EX. SSMH
EX. 20' SANITARY SEWER
EASEMENT (PER DB 6753-308)
EX. 18" SANITARY SEWER
TO REMAIN
EX. 20' SANITARY SEWER
EASEMENT (PER DB 6753-308)
EX. 18" SANITARY SEWER
TO REMAIN
EX. SSMH
RIM: 709.40
INV. IN: 697.74
INV. OUT: 697.54
EX. 15' SANITARY SEWER
EASEMENT (PER MB 26-610)
EX. 8" VCP SANITARY
SEWER TO REMAIN
PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
CONTRACTOR TO REPLACE DAMAGED
CURB AFTER COMPLETION OF
CONSTRUCTION TO EQUAL OR
BETTER CONDITIONS
NO-IMPACT AREAS
AREA WITHIN GRAY HATCH TO NOT
BE IMPACTED DURING BOARDWALK
INSTALLATION (TYP.)
(PROPOSED BOARDWALK INSTALLATION)
707
706
705 700698
697
6
98
698705
698
69
7
6
9
8 695697696
6976967
0
0
70
0
7
0
0
70
0
700
700
700
700
705
705705705705
700
705
700
70
0
705705705705
70
0
700
705
70
5
700
700
705
705
700
705
707
705705706
706
706705
706
706
I-485TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
N/F
02514166
Talisha Taylor &
Darryl Taylor
DB 19465-88
N/F
02514167
Donna M. Francis
DB 28383-614
N/F
02514168
Yolanda B. Dowling
& Steven L. Dowling
DB 20196-846
N/F
02514169
Lenore Sings &
Broderick Sings
DB 32388-409
N/F
02514170
Sirena D. Brown
DB 18786-109
N/F
02514171
Jameela Ewell &
Chirstopher Ewell
DB 18786-192
N/F
02514123
Mecklenburg County
DB 22899-482
N/F
02522294
Mecklenburg County
DB 8864-746
N/F
02522249
Velinda Faulk
DB 15869-42
N/F
02522248
Zoe Bess
DB 31318-721
N/F
02522247
Keny Barrantes
DB 30971-427
N/F
02522111
Mecklenburg County
DB 28204-114
N/F
02531297
Mecklenburg County
DB 19218-821
N/F
02522110
Mecklenburg County
DB 28204-114
N/F
02531270
Mecklenburg County
DB 13094-881
EX.

T
O
P

O
F

B
A
N
K

(
T
Y
P
)
EX. WETLAND
(TYP)
FEM
A

F
L
O
O
D
W
A
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ENC
R
O
A
C
H
M
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N
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L
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C
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EN
C
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L
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SW
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B
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F
F
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W
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B
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F
F
E
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FE
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A

F
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W
A
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EN
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L
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TYENCROACHMENT

L
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FEMA FLOO
D
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A
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ENCROACH
M
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N
T

L
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V
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P
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(
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MATCHLINE SEE SHEET C-1.7 MATCHLINE SEE SHEET C-1.5CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.6
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=
20'40'80'
40'
PROP. STAGING AREA /
STOCKPILE LOCATION (TYP.)TOTAL DENUDED AREA= 28.30 ACRES
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM) AND NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE MECKLENBURG COUNTY SOIL
EROSION AND SEDIMENTATION ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND
STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL
REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO
VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS
INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY,
THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL
LOCATION TO THE EROSION CONTROL INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION
MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING EROSION CONTROL DEVICES. TEMPORARY
SEEDING SHALL NOT BE CONSIDERED PERMANENET STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF ADJACENT STREETS. ADDITIONAL EROSION
CONTROLS MEASURES MAY BE REQUIRED IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
MATCHLINE SEE SHEET C-1.9
EX.
WETLAND (TYP)
DENUDED LIMITS
(TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)PARCEL LINE (TYP.)EX. PARKING LOT
PROP. TEMPORARY FORD
CROSSING #6 (STREAM)
PROP. TEMPORARY FORD
CROSSING #5 (SHARED)DONNELLSON COMMON COURTFEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)PCO BUFFERPCO BUFFERDENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
PROP. CONSTRUCTION ENTRANCE #6
(SHARED) (CLDS 30.11A)
LAT: 35.3432380°
LONG: -80.8638973°
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)TEMPORARY ACCESS
ROAD (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
SWIM BUFFER
DENUDED LIMITS
(TYP.)
EX. 20' SANITARY SEWER
EASEMENT (PER DB 6753-308)
EX. 18" SANITARY SEWER
TO REMAIN
EX. SSMH
EX. TREELINE
(TYP.)
EX. TREE TO BE
REMOVED (TYP.)
EX. STORM DRAINAGE
TO REMAIN
EX. 15' SANITARY SEWER
EASEMENT (PER MB 26-610)
EX. 8" VCP SANITARY
SEWER TO REMAIN
EX. SSMH
EX. SSMH
EX. ±426' OF EXISTING
FENCE TO BE REMOVED
PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND NETTLE DRIVEPROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
CONTRACTOR TO REPLACE DAMAGED
CURB AND SIDEWALK AFTER
COMPLETION OF CONSTRUCTION TO
EQUAL OR BETTER CONDITIONS
PROP. CATCH BASIN INLET
PROTECTION (CLDS 30.15)
NO-IMPACT AREAS
(PROPOSED BOARDWALK INSTALLATION)
698
697
698
695
697 696697
696697697
69669669
5 695697 694695696695708709
705708704702702
702
702704
702
702
702
703 703700700700
700
700700700
700
700
700
700
700
700
700
700
706
I-485TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
N/F
02514123
Mecklenburg County
DB 22899-482
N/F
02531270
Mecklenburg County
DB 13094-881
N/F
02531271
Mecklenburg County
DB 13094-881
N/F
02533460
Mecklenburg County
DB 13094-881
N/F
02531299
Mecklenburg County
DB 30122-270
N/F
02533262
Jaime Pena &
Lenis Pena
DB 9302-674
N/F
02533263
Taylor E. Parker
DB 31682-771
N/F
02533264
Mary S. Phillips
DB 28606-386
F
E
M
A

F
L
O
O
D
W
A
Y
E
N
C
R
O
A
C
H
M
E
N
T

L
I
N
E
C
O
M
M
U
N
I
T
Y
E
N
C
R
O
A
C
H
M
E
N
T

L
I
N
E
FEMA FLOO
D
W
A
Y
ENCROACH
M
E
N
T

L
I
N
E
COMMUN
I
T
Y
ENCROA
C
H
M
E
N
T

L
I
N
E
SWIM B
U
F
F
E
R
SWIM
B
U
F
F
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R
SWIM
B
U
F
F
E
RPCO BU
F
FER PCO BU
FFER
PCO BU
FFER
PCO BUFFER
EX. T
O
P
O
F
B
A
N
K (
T
Y
P)
EX. T
O
P
O
F
B
A
N
K (
T
Y
P)
PRO
P
E
R
T
Y
LI
N
E (
T
Y
P)COMMUNITYENCROACHMENT LINEFEMA FLOODWAYENCROACHMENT LINEPCO BUFFERPCO BUFFERP
RO
P
E
R
T
Y

L
I
N
E

(
T
Y
P
)PROPERTY
L
INE

(
TYP
)TREYBURN DRIVEKIMM
E
L
L
A
N
E
FEM
A
FL
O
O
D
W
A
Y
ENC
R
O
A
C
H
M
E
N
T LI
N
E
COM
MUNITY
ENCROACH
MENT LINE MATCHLINE SEE SHEET C-1.6CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.7
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=
20'40'80'
40'
PROP. STAGING AREA /
STOCKPILE LOCATION (TYP.)
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL (CLDSM) AND NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE MECKLENBURG COUNTY SOIL EROSION AND SEDIMENTATION ORDINANCE AND IS
SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND
SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14
DAYS ON OTHER AREAS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL
REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN
10' REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE
CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES
OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED.
IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS
HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE
LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO
THE EROSION CONTROL INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST
BE PRESENTED AT PRE-CONSTRUCTION MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY
STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING
EROSION CONTROL DEVICES. TEMPORARY SEEDING SHALL NOT BE CONSIDERED
PERMANENET STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START
CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT
CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF
ADJACENT STREETS. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED
IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
EX.
WETLAND (TYP)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. TEMPORARY MUD MAT
WETLAND CROSSING (TYP.)
PROP. CATCH BASIN INLET
PROTECTION (CLDS 30.15)
PROP. CONSTRUCTION ENTRANCE #7
(GREENWAY) (CLDS 30.11A)
LAT: 35.3450009°
LONG: -80.8688938°
PROP. TEMPORARY FORD
CROSSING #7 (SHARED)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
EX.
WETLAND (TYP)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
EX.
WETLAND (TYP)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
DENUDED LIMITS
(TYP.)PCO BUFFERPCO BUFFEREX.
WETLAND (TYP)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
TOTAL DENUDED AREA= 28.30 ACRES
70' COLONIAL
GAS R/W
EX. SANITARY
SEWER (TYP.)
EX. SSMH
EX. SSMH
EX. TREELINE
(TYP.)
EX. SSMH
EX. SSMH
EX. SSMH
EX. SANITARY
SEWER (TYP.)
EX. ±35 LF OF CURB AND
GUTTER TO BE REMOVED
PROP. SILT FENCE
(CLDS 30.06A) (TYP.)
EX. GAS LINE
(TYP.)
EX. TREELINE
(TYP.)
EX. SSMH
EX. SANITARY
SEWER (TYP.)
PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET
EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
LIMITS OF ALTERNATE #2
DEMOLITION AND
EROSION CONTROL (TYP.)
NO-IMPACT AREAS
(PROPOSED BOARDWALK INSTALLATION)
AREAS WITHIN GRAY HATCH
TO NOT BE IMPACTED DURING
BOARDWALK INSTALLATION
(TYP.)
7
4
0 73573072572071571074
0
74
3 7377357307257207157107097307257207157107097
2
5
7
2
0
71
5
7
1
0 725730
7337357
1
0
7
0
7
7
15 720
725
7
2
5
726
727
728
7257207157107257207157057
0
5705710
710710 730730725
7
2
0
7
1
5
7
2
0
7257157107057107157107107
0
9 708TD->TD->TD->TD->TD->TD->
TD->
TD-
>
TD-
>
TD-
>I-485TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
MATCHL
INE
SEE
SHEET
C-1
.9WT HARR
IS
B
LVD
.VARIAB
LE
PUB
L
IC
R
/WNORTHCREST SHOPPING CENTER DRIVEVARIABLE PUBLIC R/W
N/F
02529130
Mecklenburg County
DB 25196-219
EX. TARGET
PARKING LOT
N/F
02529104
Inland Diversified Charlotte Northcrest LLC
DB 26351-955
N/F
02529126
Target Corporation
DB 18255-57
N/F
02529101
June M & Sylvia M Greene
DB 01820-153
TRE
Y
B
U
R
N
D
RI
V
E
80' P
U
B
LI
C
R/
W
N/F
02531197
ALDI (NC) LLC
DB 14124-506
EX. WETLANDS
(TYP)EXISTING TOP OF BANKCOMMUNITY ENCROACHMENT LINEFEMA FLOODWAY ENCROACHMENT LINESWIM BUFFEREX. STORMWATER DITCH
(WETLAND FEATURE)
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.8
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=
20'40'80'
40'
TOTAL DENUDED AREA= 28.30 ACRES
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL (CLDSM) AND NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE MECKLENBURG COUNTY SOIL EROSION AND SEDIMENTATION ORDINANCE AND IS
SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND
SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14
DAYS ON OTHER AREAS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL
REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN
10' REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE
CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES
OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED.
IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS
HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE
LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO
THE EROSION CONTROL INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST
BE PRESENTED AT PRE-CONSTRUCTION MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY
STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING
EROSION CONTROL DEVICES. TEMPORARY SEEDING SHALL NOT BE CONSIDERED
PERMANENET STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START
CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT
CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF
ADJACENT STREETS. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED
IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
DENUDED LIMITS
(TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
P
A
R
C
E
L

L
I
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E

(
T
Y
P
.
)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. TEMPORARY MUD MAT
WETLAND CROSSING (TYP.)
PCO BUFFER
PROP. CATCH BASIN INLET
PROTECTION (CLDS 30.15)
PROP. CONSTRUCTION ENTRANCE #8
(GREENWAY) (CLDS 30.11A)
LAT: 35.3449966°
LONG: -80.8577256°
PROP. CATCH BASIN INLET
PROTECTION (CLDS 30.15)
PROP. TREE PROTECTION
FENCE (TYP.) (CLDS 40.02)
PROP. TREE PROTECTION
FENCE (TYP.) (CLDS 40.02)
PROP. SILT FENCE
ROCK OUTLET
PROP. TEMPORARY ROCK CHECK
DAM (CLDS 30.10A) (TYP.)
PROP. TEMPORARY SILT DITCH
(CLDS 30.05) (TYP.)
FEMA FLOOD FRINGE LINE
(FUTURE 100 YEAR)
EX. WETLANDS
(TYP)
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. SILT FENCE
ROCK OUTLET
PROP. TEMPORARY SILT DITCH
(CLDS 30.05) (TYP.)
PROP. TEMPORARY ROCK CHECK
DAM (CLDS 30.10A) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
± 36 LF OF 18" PVC SS LINE
TO BE REMOVED AND
REPLACED WITH 18" DIP SS
LINE AND CONCRETE
ENCASEMENT
(CLT WATER DTL KK)
EX. TREELINE
(TYP.)
EX.1'-6" CURB AND GUTTER
TO REMAIN
EX. SIDEWALK
TO REMAIN
EX. LIGHTPOST
TO REMAIN
EX. LIGHTPOST
TO REMAIN
EX. SSMH
RIM: 716.66
VENT EL: 720.80
INV. IN: 704.36
INV. OUT: 704.16
EX. SSMH
RIM: 713.80
INV. IN: 702.44
INV. OUT: 702.24
EX. GUARDRAIL TO
REMAIN (TYP.)
EX. 2'-6" CURB AND
GUTTER TO REMAIN (TYP.)
EX. SIDEWALK TO
REMAIN (TYP.)EX. (3) 9' x 9.8' REINFORCED
CONCRETE BOX CULVERT
TO REMAIN
EX. CONCRETE
HEADWALL TO REMAIN
MATCHL
INE
SEE
SHEET
C-1
.9
EX. 18" SANITARY SEWER
TO REMAIN
EX. RIGHT-OF-WAY
(TYP.)
PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND
EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
PROP. TEMP 30" CMP
@ 1.00% MINIMUM SLOPE
PROP. TEMPORARY STREAM
CROSSING (CLDS 30.14)
ALTERNATE #3:
LIMITS
CONTRACTOR TO REPLACE DAMAGED
CURB AND SIDEWALK AFTER
COMPLETION OF CONSTRUCTION TO
EQUAL OR BETTER CONDITIONS
CONTRACTOR TO REPLACE DAMAGED
CURB AND SIDEWALK AFTER
COMPLETION OF CONSTRUCTION TO
EQUAL OR BETTER CONDITIONS
PROP. CONSTRUCTION ENTRANCE #9
(GREENWAY) (CLDS 30.11A)
LAT: 35.3479406°
LONG: -80.8614083°
PROP. SILT FENCE
ROCK OUTLET
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)DENUDED LIMITS
(TYP.)
EX. RETAINING WALL
TO REMAIN
± 15 LF OF NCDOT GUARDRAIL
TO BE REMOVED
± 120 LF OF STORM DRAINAGE
TO BE REMOVED AND
REPLACED (SEE CHAPTER 2)
NO-IMPACT AREAS
(PROPOSED BOARDWALK INSTALLATION)
AREAS WITHIN GRAY HATCH TO
NOT BE IMPACTED DURING
BOARDWALK INSTALLATION (TYP.)
730
725
720
715
710
709 72572071571072573073
3
7107077157207257257267277
2
8
725730725720715720725715710
705
710
715 710710709708
7
0
8
70
5
70
5
70170
8
I-485TRE
Y
B
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N
D
R REAMES RDREAMES RDI-77I-77WT HA
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VI-485LONG CREEK
DIXON
BRANCH
CREEK
MAP KEY
NTS
LONG CREEK
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
MATCHLINE SEE SHEET C-1.8 MATCHLINE SEE SHEET C-1.5WT HARRIS BLVD.VARIABLE PUBLIC R/WN/F
02522110
Mecklenburg County
DB 28204-114 N/F
02522111
Mecklenburg County
DB 28204-114
N/F
02522110
Mecklenburg County
DB 28204-114
T
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8
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N/F
02522108
Northlake Real Estate Investors
DB 27575-719
N/F
02522109
Pivotal 650 California St LLC
DB 28623-903
COM
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NITY E
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FEMA FLOODW
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N
C
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H
M
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N
T

L
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S
W
I
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B
U
F
F
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SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
FEMA
F
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O
D
W
A
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E
N
C
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O
A
C
H
M
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N
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LI
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PCO BU
F
F
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PCO BU
F
F
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RPCO BUFFERSWIM BUFFER
FEMA F
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F
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1
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)PCO BUFFERCALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
N/A
ARW
DJB
ARW
C-1.9
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-EROSION CONTROL.DWG
0
1"=200'
100'200'400'
PROP. STAGING AREA /
STOCKPILE LOCATION (TYP.)
SOIL TYPES:
CeB2 CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
CeD2 CECIL SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
EnD ENON SANDY LOAM, 8 TO 15 PERCENT SLOPES
MO MONACAN LOAM, 0 TO 2 PERCENT SLOPES
PaE PACOLET SANDY LOAM, 15 TO 25 PERCENT SLOPES
WkE WIKES LOAM, 15 TO 25 PERCENT SLOPES
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL (CLDSM) AND NCDENR.
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE MECKLENBURG COUNTY SOIL EROSION AND SEDIMENTATION ORDINANCE AND IS
SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
6. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND
SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14
DAYS ON OTHER AREAS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL
REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
A EROSION CONTROL INSPECTOR.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN
10' REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE
CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES
OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED.
IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS
HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE
LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO
THE EROSION CONTROL INSPECTOR.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST
BE PRESENTED AT PRE-CONSTRUCTION MEETING.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY
STABILIZED.
13. CONTRACTOR SHALL ESTABLISH PERMANENT VEGETATION PRIOR TO REMOVING
EROSION CONTROL DEVICES. TEMPORARY SEEDING SHALL NOT BE CONSIDERED
PERMANENET STABILIZATION.
14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS.
15.EROSION CONTROL INSPECTOR TO BE GIVEN 48 HOURS NOTICE PRIOR TO START
CONSTRUCTION.
16.CONTRACTOR SHALL NOT CLEAR, GRUB, OR GRADE BEYOND THE NCDOT
CONTROLLED ACCESS FENCING
17.INLET PROTECTION IS REQUIRED FOR ALL INLETS WITHIN THE WORKING AREA.
18.CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO KEEP SOIL OFF OF
ADJACENT STREETS. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED
IF CONTRACTOR IS NOT SUCCESSFUL.
19.THIS PROJECT IS WITHIN THE CATAWBA RIVER BASIN.
20.REFER TO SHEET C-1.12 FOR STABILIZATION TIME FRAMES.
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SEEDING SCHEDULE. REFER TO SHEET C-1.10
EX.
WETLAND (TYP)
PROP. TEMP 24" CMP
@ 1.00% MINIMUM SLOPE
DENUDED LIMITS
(TYP.)
PROP. SILT FENCE
(CLDS 30.06A) (TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
PROP. TEMPORARY STREAM
CROSSING (CLDS 30.14)
PA
R
C
E
L

L
I
N
E

(
T
Y
P
.
)
PROP. SHARED CONSTRUCTION ENTRANCE #10
(SHARED) (CLDS 30.11A)
(REFER TO CH. 2 FOR GRADES TO MAINTAIN ACCESSIBLE SLOPES)
LAT: 35.3466506°
LONG: -80.8618282°
DENUDED LIMITS
(TYP.)
DENUDED LIMITS
(TYP.)
TEMPORARY ACCESS
ROAD (TYP.)
PROP. HIGH HAZARD SILT FENCE
(CLDS 30.06B) (TYP.)
NO
R
T
H
L
A
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E

W
E
S
T

D
R
I
V
E
(P
R
I
V
A
T
E

D
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I
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E
W
A
Y
)
EX. OUTFALL
(TO REMAIN)
EX. EMERGENCY
SPILLWAY (TO REMAIN)
EX. BMP
(TO REMAIN)
TOTAL DENUDED AREA= 28.30 ACRES
MATCHLINE SEE SHEET C-1.5
PROP. INLET PROTECTION
(CLDS 30.15)
EX. SSMH
RIM: 711.25
INV. IN: 700.23
INV. OUT: 700.03
EX. SSMH
VENT EL: 718.00
INV. IN: 700.62
INV. OUT: 700.42EX. SSMH
INV. IN: 701.33
INV. OUT: 701.13
EX. GUARDRAIL TO
REMAIN (TYP.)
EX. 2'-6" CURB AND
GUTTER TO REMAIN (TYP.)
EX. SIDEWALK TO
REMAIN (TYP.)
EX. (3) 9' x 9.8' REINFORCED
CONCRETE BOX CULVERT
TO REMAIN
EX. CONCRETE
HEADWALL TO REMAIN
EX. RIGHT-OF-WAY
(TYP.)
EX. SSMH
RIM: 711.17
INV. IN: 699.45
INV. OUT: 699.25
EX. 20' SANITARY SEWER
EASEMENT (PER DB 6753-308)
EX. 18" SANITARY SEWER
TO REMAIN
EX. SSMH
RIM: 710.27
INV. IN: 698.77
INV. OUT: 698.57
EX. CHANNEL
EX. (3) BENCHES AND CONCRETE
PADS TO BE REMOVED, STORED
AND REINSTALLED PER
DIRECTION OF OWNER
EX. MULCH TRAIL
TO BE REMOVED
EX. ±14 LF CURB AND
GUTTER TO BE REMOVED
MCDONALD'S
MATCHLINE SEE SHEET C-1.8PROPERTY LINE
R/W
265
264
X X
SS SS
FEMA FLOODWAY ENCROACHMENT LINE
SWIM BUFFER
COMMUNITY ENCROACHMENT LINE
PCO BUFFER LINE
EX. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTOURS
EX. GREENWAY EASEMENT
EX. SANITARY SEWER
EX. FENCELINE
EXISTING CONDITIONS LEGEND
PROP. SILT FENCE
ROCK OUTLET
PROP. SILT FENCE
ROCK OUTLET PROP. SILT FENCE
ROCK OUTLET
PROP. TEMPORARY FORD
CROSSING #8 (STREAM) MATCHLINE SEE SHEET C-1.5EROSION CONTROL LEGEND
INLET PROTECTION (CLDS 30.15)
SILT FENCE (CLDS 30.06A)
EXISTING RIP-RAP
DENUDED LIMITS
ROCK CHECK DAM (CLDS 30.10)
SILT FENCE ROCK OUTLET
CONSTRUCTION ENTRANCE
(CLDS 30.11A
(CLDS 30.06C)
TEMPORARY SILT DITCH
(CLDS 30.05)TD->TD->
TREE PROTECTION FENCE
(CLDS 40.02)
HIGH HAZARD SILT FENCE (CLDS 30.06B)
TEMPORARY FORD CROSSING
TEMPORARY STREAM CROSSING
(NCDENR 6.70)
TEMPORARY MUD MAT STREAM /
WETLAND CROSSING
TEMPORARY ACCESS ROAD
STAGING AREA / STOCKPILE
LOCATION
EX. TOP OF BANK
30' STREAM SIDE ZONE
PROP. CONSTRUCTION ENTRANCE #5
(STREAM) (CLDS 30.11A)
LAT: 35.3463581°
LONG: -80.8614445°
CONTRACTOR TO REPLACE DAMAGED
CURB AFTER COMPLETION OF
CONSTRUCTION TO EQUAL OR
BETTER CONDITIONS
NO-IMPACT AREAS
(PROPOSED BOARDWALK INSTALLATION)
MAINTENANCE SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY STORM EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO
MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING
SCHEDULE.
NOTE:
1.NO STREA/WETLAND IMPACTS MAY BE PERFORMED UNTIL ALL APPLICABLE PERMITS HAVE BEEN RECEIVED BY
THE U.S. ARMY CORPS OF ENGINEERS AND NCDEQ.
2.ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED AT THE END OF EACH WORK DAY AT ALL
STREAM CROSSINGS UNTIL ADEQUATE PERMANENT GROUND COVER IS PROVIDED.
3.STAGING AREAS AND STOCKPILES MUST BE LOCATED OUTSIDE OF THE STREAM BUFFER ZONE WHENEVER
POSSIBLE. WORK WITHIN THE STREAM BUFFER SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH OF TIME
THAT DISTURBED AREAS ARE TO EXPOSED. ALL MATERIALS MUST BE ON HAND BEFORE WORK IS
COMMENCED. STREAM BANK STABILIZATION, WHICH INCLUDES THE AREA FROM THE EDGE OF WATER TO THE
TOP OF BANK, SHOULD BE PHASED SO THAT EACH DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED
AT THE END OF EACH WORK DAY.
4. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A
PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION EROSION
CONTROL AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF-INSPECTION REPORTS ARE
REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION PROGRAM,
CAN BE FOUND ON THE LAND QUALITY WEB SITE:
HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTAION_NEW.HTML
5.NOT EVERY PROJECT WILL HAVE ALL POSSIBLE PHASES, BUT A LIST OF PHASES INCLUDE: (1) INSTALLATION
OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES (2) INSTALLATION OF SEDIMENT
TRAPS/BASINS. (3) CLEARING AND GRUBBING EXISTING GROUND COVER.
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
EROSION CONTROL DETAILS
N/A
ARW
DJB
ARW
C-1.10
8/1/2019 12:06 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109 - EROSION CONROL DTL.DWG
N/A
2
1.10
1
1.10
3
1.10
4
1.10
STREAM CONSTRUCTION SEQUENCE:
1.THE CONTRACTOR'S SURVEYOR SHALL STAKE THE PROPOSED STREAM CENTERLINE AND LIMITS OF DISTURBANCE IN THE FIELD. THE ENGINEER RESERVES THE RIGHT TO CHANGE THE PROPOSED ALIGNMENT
PRIOR TO OR DURING CONSTRUCTION.
2.THE CONTRACTOR SHALL SET UP A PRE-CONSTRUCTION MEETING WITH THE LOCAL EROSION CONTROL INSPECTOR AND THE ENGINEER. THIS MEETING MUST OCCUR A MINIMUM OF 48 HOURS PRIOR TO AND LAND
DISTURBING ACTIVITIES.
3.THE CONTRACTOR SHALL INSTALL ANY AND ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH SPECIFICATIONS, SAFETY FENCING, AND PROJECT OR TRAIL SIGNAGE PRIOR TO THE START OF ANY
CONSTRUCTION OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. CLEARING ONLY SUFFICIENT ENOUGH TO INSTALL THESE MEASURES SHALL BE ALLOWED UNTIL THE MEASURES ARE
IMPLEMENTED.
4.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY BY THE CONTRACTOR.
5.REMOVE EXISTING FEATURES FROM THE PROJECT SITE AS INDICATED ON THE PLANS. CLEAR AND GRUB THOSE AREAS WHICH HAVE BEEN PROTECTED WITH EROSION CONTROL MEASURES. NO TREES GREATER
THAN 24” SHALL BE REMOVED WITHOUT THE PERMISSION OF THE ENGINEER.
6.NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 DAYS IF IT IS TO REMAIN DORMANT FOR MORE THAN 21 DAYS UNLESS AUTHORIZED BY THE GOVERNING JURISDICTION'S INSPECTOR. PERMANENT OR
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.
7.SUITABLE LOGS AND WOODY DEBRIS PER THE ENGINEER SHALL BE STOCKPILED FOR USE IN CONSTRUCTION. TOPSOIL SHALL BE STOCKPILED FOR FUTURE USE AS SPECIFIED. SPECIFIED AREAS SHOWN ON THE
PLANS HAVE BEEN ESTABLISHED AS HAUL ROADS AND STAGING AREAS. ALL STOCKPILE AREAS MUST BE INSIDE THE LIMITS OF DISTURBANCE. SILT FENCE SHALL BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS
BEEN PLACED IN THE STAGING AND STOCKPILE AREAS.
8.STREAM CHANNELS SHALL BE CONSTRUCTED FROM TOP TO BOTTOM. PARALLEL CHANNELS MAY BE CONSTRUCTED AT THE SAME TIME. THE NEW CHANNEL SHALL NOT BE CONNECTED TO THE OLD CHANNEL UNTIL
ALL STABILIZATION OF THE NEW CHANNEL IS COMPLETE.
9.EXCAVATE THE NEW CHANNEL PER THE PROFILE, SECTIONS AND PROPOSED GRADING. PLACE EXCAVATED MATERIAL DIRECTLY INTO THE EXISTING ADJACENT CHANNEL TO MINIMIZE HANDLING OF MATERIAL. FILL
SHALL BE PLACED IN A MAXIMUM OF 12” LIFTS (BEFORE COMPACTION).
10.INSTALL ALL IN-STREAM AND BANK STABILIZATION STRUCTURES.
11.PUMP AROUND SYSTEMS (PUMP STATIONS, HOSES, FITTINGS, SEDIMENT REMOVAL, OUTLETS AND ASSEMBLIES) SHALL BE USED TO DEWATER AND MAINTAIN ADEQUATE "IN THE DRY" CONDITIONS OF ACTIVE WORK
AREAS. THE CONTRACTOR SHALL ONLY UNDERTAKE WORK THAT CAN BE COMPLETED IN THE COURSE OF A DAY, OR OTHERWISE DURING A PERIOD OF FORECASTED DRY CONDITIONS (UP TO A WEEK). ONLY THOSE
WORK AREAS MAY BE EXPOSED THAT THE CONTRACTOR CAN PREPARE FOR STORM FLOWS IN A TIMELY MANNER RESPONSIVE TO FORECASTED NON-DRY CONDITIONS.
12.ALL COMPLETED WORK MUST BE APPROVED BY THE ENGINEER PRIOR TO INTRODUCING FLOWS.
13.ALL WORK ON PERMANENT STRUCTURES SHALL BE CARRIED OUT IN AREAS FREE FROM WATER. TEMPORARY DIKES, LEVEES, COFFERDAMS, DRAINAGE CHANNELS, AND STREAM DIVERSIONS NECESSARY TO
PROTECT THE AREAS TO BE OCCUPIED BY THE PERMANENT WORKS SHALL BE INSTALLED, AS WELL AS PUMPING AND OTHER EQUIPMENT REQUIRED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE WORK.
14.AFTER HAVING SERVED THEIR PURPOSE, ALL TEMPORARY PROTECTIVE WORKS SHALL BE REMOVED OR LEVELED AND GRADED TO THE EXTENT REQUIRED TO PREVENT OBSTRUCTION OF THE FLOW OF WATER.
15.STREAM DIVERSIONS SHALL BE MAINTAINED UNTIL THE FULL FLOW CAN BE PASSED THROUGH A COMPLETED AND STABILIZED SECTION OF STREAM.
16.THE CONTRACTOR SHALL COMPLETE ALL GRADING AND PLANT VEGETATION ACCORDING TO THE PLANTING PLAN.
17.IF ANY SOIL IS TRANSPORTED OFFSITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THIS ACTION IS CONDUCTED UNDER AN EROSION CONTROL PERMIT. THE CONTRACTOR SHALL NOTIFY THE NC
LAND QUALITY SECTION REGIONAL OFFICE BEFORE ANY SPOIL IS TRANSPORTED OFFSITE. CONTRACTOR WILL BE REQUIRED TO INFORM THE LAND QUALITY SECTION OF THE LOCATION AND METHOD OF OFFSITE
SPOIL DISPOSAL. ALL PERMITS REQUIRED FO THE OFFSITE DISPOSAL OF SITE SPOIL IS THE RESPONSIBILITY OF THE CONTRACTOR.
18.OBTAIN FINAL APPROVAL FROM THE ENGINEER.
19.AT THE COMPLETION OF CONSTRUCTION, REMOVAL OF ALL TEMPORARY SEDIMENT AND EROSION CONTROL, ALL SAFETY FLAGGING, FENCING AND SIGNAGE ONLY AFTER FINAL APPROVALS HAVE BEEN OBTAINED.
ALL DENUDED AREAS SHOULD BE STABILIZED PRIOR TO THE REMOVAL OF SEDIMENT AND EROSION CONTROL MEASURES.
GREENWAY CONSTRUCTION SEQUENCE:
1.OBTAIN EROSION CONTROL PLAN APPROVAL FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ)
2.FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, NCDEQ EROSION CONTROL INSPECTOR
(704-663-1699) AND CONSULTANT) WILL HOLD AN ON-SITE MEETING TO ENSURE THE LIMITS OF DISTURBANCE AND THAT TREES
PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED AND CONFIRMED WITH ENGINEER. THE TEAM WILL WALK THE PROJECT
AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS PROPOSED CONSTRUCTION ACTIVITIES, AND
IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN
APPROVAL FOR TREE REMOVAL, IN WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY
CLEARING AND REMOVAL CAN BEGIN. FAILURE TO SCHEDULE MEETING PRIOR TO ANY LAND DISTURBING ACTIVITIES IS A VIOLATION.
3.INSTALL EROSION CONTROL DEVICES INCLUDING CONSTRUCTION ENTRANCES, SILT FENCE, TEMPORARY STREAM CROSSOVERS
AND INLET PROTECTION (ON EXISTING STRUCTURES). INSTALL DOUBLE ROW SILT FENCE ALONG TOP OF BANK FIRST. GRADE ONLY
AS NECESSARY FOR INSTALLATION OF THESE DEVICES.
4.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED INSPECTOR ISSUES THE GRADING PERMIT PERMIT AND SITE
DEMOLITION MAY BEGIN.
5.REFER TO CHAPTER 1 FOR ALL DEMOLITION WITHIN DISTURBED LIMITS.
6.REFER TO PLANS BY STANTEC FOR ALL STREAM IMPROVEMENTS.
7.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. ALL
EROSION CONTROL MEASURES SHALL BE CHECKED AND CLEANED AFTER EVERY STORM EVENT.
8.ALL STREETS SURROUNDING THE PROJECT SHALL REMAIN CLEAN AND CLEAR OF DEBRIS AT ALL TIMES.
9.AS THE CONTRACTOR COMPLETES DEMOLITION WORK, THE DISTURBED AREA SHALL BE STABILIZED WITHIN 7 DAYS OF COMPLETION
OF GRADING ON PERIMETER AREAS AND ON SLOPES GREATER THAN 3:1. GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS OF
COMPLETION OF GRADING AND ON ALL OTHER AREAS OF THE PROJECT. REFER TO STABILIZATION TIMEFRAME SHOWN ON THIS
SHEET.
10.CONTRACTOR TO COORDINATE WITH NCDEQ EROSION CONTROL INSPECTOR PRIOR TO DISMANTLE OF ANY EROSION CONTROL
DEVICES.
11.ONCE THE SITE HAS BEEN ADEQUATELY DEMOLISHED, CLEARED AND GRUBBED, SET UP AN ON-SITE PRE-CONSTRUCTION MEETING
WITH EROSION CONRTOL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
EROSION CONTROL DETAILS
ARW
DJB
ARW
C-1.11
8/1/2019 12:07 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109 - EROSION CONROL DTL.DWG
N/A12"WATER DIVERSION
CHANNEL
WATER DIVERSION
CHANNEL
CLASS A/B STONE
NOTES:
1.FORD CROSSING SHALL BE INSTALLED PERPENDICULAR TO CHANNEL BANKS.
2.MAINTAIN DIVERSION CHANNEL TO INSURE RUNOFF DOES NOT ENTER CHANNEL.
3.CONTRACTOR SHALL DETERMINE APPROPRIATE FORD DIMENSIONS.TOP OF BANK16' MINMAINTAIN LOW FLOW THALWEG
THROUGH CROSSING
TEMPORARY FORD CROSSING
PLAN, SECTION NOT TO SCALE1.11
3
1.11
1
1.11
4
1.11
5
1.11
2
N/A
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
EROSION CONTROL DETAILS
ARW
DJB
ARW
C-1.12
8/1/2019 12:07 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109 - EROSION CONROL DTL.DWG
N/A
WATER DIVERSION CHANNEL
MUD MATS
SUPPORT LOG
12" Ø MIN.
FILTER FABRIC
CLASS B
STONE
NOTE:
1.CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2.MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
EXCAVATE CHANNEL BOTTOM.
3.INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4.MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
5.STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF
THE MUD MAT.
6.CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT UTILIZED.
3'
3'
1
1.12
2
1.12
NOTE:
1. REFER TO PLANS FOR PIPE DIAMETER. ALL TEMPORARY CROSSINGS TO BE CORRUGATED METAL PIPE (16 GUAGE MINIMUM) @ 1.00% MINIMUM SLOPE.
3
1.12
N/A
SEEDING NOTES AND SPECIFICATIONS:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL.
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1.
7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO
FINAL GRADE FOR MORE THAN 30 WORKING DAYS, FOLLOW THE
TEMPORARY SEEDING SPECIFICATIONS BELOW
4
1.12
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
EROSION CONTROL DETAILS
ARW
DJB
ARW
C-1.13
8/1/2019 12:07 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109 - EROSION CONROL DTL.DWG
N/A
N/A
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
LONG CREEK
GREENWAY
I-77 TO TREYBURN DRIVE
MECKLENBURG COUNTY
PARK AND RECREATION
1013109
2127 Ayrsley Town Boulevard, Suite 300
Charlotte, North Carolina 28273-3555
Stantec
www.stantec.com
Tel: [phone]
TRE
Y
B
U
R
N
D
R REAMES RDREAMES RDI-77I-77WT HA
R
RI
S
B
VI-485LONG CREEK
DIXON
BRANCH
CREEK MAP KEY
NTS
LONG CREEK
VICINITY MAP
PROJECT
LIMITS
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
BEFORE YOU DIG!
IT'S THE LAW!
C-2.9
C-2.10
C-2.5
C-2.4
C-2.3
C-2.2
C-2.13
C-2.1
3
C-2.12
C-2.1
C-2.6C-2
.
1
4
C-2.7
WT H
A
R
RI
S
B
V
I
-77
LONG CREEK
DIXON BRANCH
CREEK
REAMES RDTREYBURN DRI-485 RAMPI-485 RAMPPERIM
E
T
E
R

P
A
R
K
W
A
Y
PRESTBURY BLVDWETLAND (TYP.)
STORMWATER DITCH
(WETLAND FEATURE)
EX. STEAM (S1)
EX. STEAM (S2)
BAYVIE
W

P
K
W
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LONG CREEK
REA
M
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S

R
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AMES HOLLOW ROAD
NETTLE
D
R
I
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C
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T
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I
A
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D
R
I
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KIMMEL LANE
PLAN & PROFILE INDEX
N/A
ARW
DJB
ARW
C-2.0
8/1/2019 12:08 PM DANIEL BISHOP N:\_2013\1013109\CAD\CONSTRUCTION DOCUMENTS\3109-PLN-TRAIL HEAD PARKING.DWG
0
1"=200'
100'200'400'
C-2.8
C-2.14
BAYVIEW PKWYNORTH
L
A
K
E
C
EN
TR
E

P
KW
Y
WT
H
A
R
R
I
S

B
V
WETLAND (TYP.)
C-2.11
C-2.11
S150+00155+00160+00
130+00135+00140+00145+00200+
0
0
205+00210+00
100+00105+00110+00115+00120+00125+00N0250'500'NOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.C-6.2C-6.3C-6.4C-6.5C-6.6C-6.7C-6.8C-6.9C-6.10
TREYBURN DR
WEST W. T. HARRIS BLVDWOODSEDGE DR I-485BAYVIEW PKWYNETTLE DRSECRETARIAT DRREAM
E
S

R
D
PERIMETER PKWYPERIMETER WOODS DRI-77REACH 3REACH 2REACH 1REACH 4
LONG CREEKDIXON BRANCH
LEGENDEXISTING PROPERTY LINEEXISTING SEWER EASEMENTEXISTING TREE LINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING THALWEGPROPOSED THALWEGEXISTING WETLANDSPROPOSED EASEMENTSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
DR
REA
M
E
S

R
DREAMES RDI-77
I-77WT HARR
IS
BV
I-
4
8
5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSTJT/EEPEEPTJT1"=250'OVERALL PLAN VIEWC-6.17/8/2019 2:03 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP_OVR.DWGASPHALT MAIN TRAILPROPOSED SWALE BRIDGEPROPOSED BOARDWALKPROPOSED BRIDGEC-6.11C-6.12C-6.13C-6.14C-6.15C-6.16C-6.17 KIMMEL LNFEMA 100-YR FLOODPLAINFEMA FLOODWAYCINNABAY DRROTHERHAM LNRUMNEY CTAINSWORTH STAMES HOLLOW RDCANTLE DRMONARDA C
T
LONG CREEK CLUB DRJ
U
L
IA

L
E
E
C
T PRESTBURY BLVD
100+00101+00102+00103+00104+00105+00720724717719720723719718720717723718 724722708710712714716718720722724726708710712714716718720722724726100+00100+50101+00101+50102+00102+50103+00103+50104+00104+50105+00BKF SLOPE = 0.3%0.7%0.7%0.6%2.8%1.9%1.7%0.6%STA: 100+00.00EX. BOX INV.: 718.71STA: 103+31.83
ELEV: 717.68
STA: 102+24.69
ELEV: 717.96
STA: 101+21.02ELEV: 718.55STA: 100+69.53ELEV: 717.96STA: 100+96.02ELEV: 718.71STA: 101+71.41
ELEV: 717.67
STA: 101+97.89
ELEV: 718.16
STA: 101+38.13ELEV: 716.84STA: 101+63.17ELEV: 716.84
STA: 102+75.80
ELEV: 717.38
STA: 103+05.17
ELEV: 717.86
STA: 102+38.74
ELEV: 716.56
STA: 102+67.63
ELEV: 716.56
STA: 103+84.73
ELEV: 716.95
STA: 103+46.13
ELEV: 716.26
STA: 103+77.75
ELEV: 716.26
STA: 104+98.59
ELEV: 716.65
STA: 104+66.89
ELEV: 715.93
STA: 104+91.44
ELEV: 715.93
STA: 100+18.79ELEV: 717.15STA: 100+61.45ELEV: 717.15
STA: 104+52.59
ELEV: 717.36APPROX. SAN. SEW. INV: 710.78(FROM AS-BUILT DRAWINGS)SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN DR
REA
M
E
S

R
DREAMES RDI-77
I-77WT HARR
IS
BV
I-
4
8
5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSN020'40'NOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.MATCHLINE STA. 105+0002511314AVR CHARLOTTE PERIMETER LOFTS LLCDB 29587 PG 292EX. FEMAFLOODWAYPROPOSED LONG CREEKEX. LONG CREEKWBKFEX. RIPRAP TO BEINCORPORATEDINTO RIFFLEVARIABLE WIDTH EASEMENTAPPROXIMATE LIMITSOF GRADINGEX. WETLANDSEX. PROPERTY LINE (TYP.)PROP. GREENWAY TRAILEX. 20' SEWER ESMTEX. 100-YR FEMA FLOODPLAINTHALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.27/8/2019 2:37 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGCONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHAPPROXIMATE LOCATION OF EXISTING CONCRETE DITCH.CONCRETE THAT EXTENDS PAST PROPOSEDTOP OF BANK TO BE REMOVED.BANK TO BE ARMORED WITH CLASS B RIP RAP.PROPOSED RIP RAP SWALEEX. RIGHT OF WAY (TYP.)PROPOSEDVEGETATED SWALELong Creek Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent100+00.00100+28.2328.23(1448549.6041',584295.2313')(1448527.3408',584312.5838')(1448498.1924',584335.3027')Curve100+28.23100+97.4769.2480(1448527.3408',584312.5838')(1448461.9981',584327.8362')Tangent100+97.47101+23.4125.94(1448461.9981',584327.8362')(1448436.5897',584322.5948')(1448397.4581',584314.5223')Curve101+23.41101+97.8974.4883(1448436.5897',584322.5948')(1448366.7411',584340.0744')Tangent101+97.89102+24.6926.80(1448366.7411',584340.0744')(1448346.1355',584357.2154')(1448313.9860',584383.9591')Curve102+24.69103+05.1780.48120(1448346.1355',584357.2154')(1448272.1784',584384.9296')Tangent103+05.17103+31.8326.66(1448272.1784',584384.9296')(1448245.5232',584385.5483')(1448197.5952',584386.6607')Curve103+31.83104+24.4392.60145(1448245.5232',584385.5483')(1448159.7762',584416.1235')Tangent104+24.43104+52.5928.16(1448159.7762',584416.1235')(1448137.5634',584433.4283')(1448109.4916',584455.2975')Curve104+52.59105+23.0270.43200(1448137.5634',584433.4283')(1448075.5993',584466.1417')PROPOSED RIP RAPSWALE
105+00106+00107+00108+00109+00110+00720720716717719720715718715717720719715720708710712714716718720722724726708710712714716718720722724726105+00105+50106+00106+50107+00107+50108+00108+50109+00109+50110+000.8%2.3%0.8%0.8%0.0%2.0%1.6%1.9%1.5%6.1%STA: 105+48.86ELEV: 717.13STA: 106+08.16ELEV: 716.39
STA: 107+23.37
ELEV: 716.00
STA: 109+21.28
ELEV: 715.590.8%2.3%0.8%0.8%0.0%2.0%1.6%1.9%1.5%6.1%STA: 107+80.68
ELEV: 716.42
STA: 108+72.50
ELEV: 716.23
STA: 109+82.56
ELEV: 715.81
STA: 106+70.37
ELEV: 716.72
STA: 105+48.86ELEV: 717.13STA: 105+23.02ELEV: 717.13STA: 105+72.59ELEV: 714.75STA: 105+91.70ELEV: 714.75 STA: 106+08.16ELEV: 716.39STA: 106+42.16ELEV: 716.93
STA: 106+98.77
ELEV: 713.87STA: 107+02.08
ELEV: 713.87
STA: 107+23.37
ELEV: 716.00
STA: 107+55.48
ELEV: 716.62
STA: 108+09.20
ELEV: 713.56
STA: 108+40.00
ELEV: 715.49
STA: 108+16.70
ELEV: 713.56
STA: 109+52.35
ELEV: 716.06
STA: 109+21.28
ELEV: 715.59
STA: 108+83.14
ELEV: 715.59
STA: 109+02.28
ELEV: 713.30 BKF SLOPE = 0.3%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSN020'40'EX. FEMA FLOODWAYEX. PROPERTY LINE (TYP.)02511314AVR CHARLOTTE PERIMETER LOFTS LLCDB 29587 PG 29202511313SCG PERIMETER WOODS LLCDB 29420 PG 827TRACT E-2, MB 29, PG 76PROPOSED LONG CREEKEX. 100-YR FEMA FLOODPLAINEX. LONG CREEKWBKFPROP. GREENWAY TRAILAPPROXIMATE LIMITSOF GRADING02511323MECKLENBURG COUNTYDB 25329 PG 266MATCHLINE STA. 105+00
MATCHLINE STA. 110+00EX. 20' SEWER ESMTTHALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.37/8/2019 2:38 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHCONSTRUCTED RIFFLEVARIABLE WIDTH EASEMENTVARIABLEWIDTHEASEMENTLong Creek Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent105+23.02105+48.8625.84(1448075.5993',584466.1417')(1448050.9931',584474.0148')(1448005.8136',584488.4705')Curve105+48.86106+42.1693.31210(1448050.9931',584474.0148')(1447971.2344',584520.9425')Tangent106+42.16106+70.3728.21(1447971.2344',584520.9425')(1447950.6715',584540.2524')(1447919.5745',584569.4544')Curve106+70.37107+55.4885.11500(1447950.6715',584540.2524')(1447883.9801',584592.9664')Tangent107+55.48107+80.6825.20(1447883.9801',584592.9664')(1447862.9521',584606.8565')(1447830.0686',584628.5778')Curve107+80.68108+59.0278.34290(1447862.9521',584606.8565')(1447804.1743',584658.2868')Tangent108+59.02108+83.2824.26(1447804.1743',584658.2868')(1447788.2376',584676.5712')(1447765.2912',584702.8980')Curve108+83.28109+52.3569.08190(1447788.2376',584676.5712')(1447734.4828',584719.3443')Tangent109+52.35109+82.5630.20(1447734.4828',584719.3443')(1447707.8374',584733.5682')(1447665.9868',584755.9091')Curve109+82.56110+76.7594.20320(1447707.8374',584733.5682')(1447632.4179',584789.4311')CONSTRUCTED RIFFLEAPPROX. LOCATION OF 10' LEVEL 3COMMUNICATIONS ESMTAPPROX. LOCATION OF 50' PLANTATIONNATURAL GAS PIPELINE R/W
110+00111+00112+00113+00114+00115+00719715715714
719719715715718718714714719720
718716718704706708710712714716718720722704706708710712714716718720722110+00110+50111+00111+50112+00112+50113+00113+50114+00114+50115+00STA: 110+47.50ELEV: 714.89STA: 111+30.99ELEV: 712.66
STA: 112+15.66
ELEV: 715.17
STA: 113+32.66
ELEV: 714.90
STA: 113+61.49
ELEV: 712.01
STA: 114+22.72
ELEV: 714.59
STA: 110+10.64ELEV: 712.99STA: 110+27.50ELEV: 712.99 STA: 111+52.49ELEV: 714.87
STA: 111+87.38
ELEV: 715.40
STA: 112+76.66
ELEV: 714.45
STA: 113+03.36
ELEV: 715.07
STA: 112+44.06
ELEV: 712.32
STA: 112+55.43
ELEV: 712.32
STA: 114+00.81
ELEV: 714.80
STA: 113+89.16
ELEV: 714.63
STA: 114+79.82
ELEV: 713.85
STA: 114+51.08
ELEV: 711.74
STA: 114+58.86
ELEV: 711.74
STA: 111+02.50ELEV: 715.54STA: 111+14.24ELEV: 714.87
BKF SLOPE = 0.3%0.8%0.6%0.9%1.5%2.3%1.5%1.2%5.7%APPROX. SAN. SEW. INV: 705.75(FROM AS-BUILT DRAWINGS)SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. FEMA FLOODWAYPROPOSED LONG CREEKEX. 100-YR FEMA FLOODPLAINMATCHLINE STA. 110+00
WBKFPROP. GREENWAY TRAILEX. PROP
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115+00116+00117+00118+00119+00120+00714714715717715712715711715712715717704706708710712714716718720722704706708710712714716718720722115+00115+50116+00116+50117+00117+50118+00118+50119+00119+50120+000.8%3.9%1.1%0.9%2.4%1.1%2.7%0.8%STA: 116+40.45ELEV: 713.96STA: 116+68.72
ELEV: 711.12
STA: 117+65.28
ELEV: 713.04
STA: 119+15.04
ELEV: 710.11
STA: 118+86.02
ELEV: 713.02
STA: 119+57.64
ELEV: 712.73
STA: 119+19.29
ELEV: 710.11
STA: 119+38.20
ELEV: 712.01
STA: 115+91.58ELEV: 713.79STA: 116+09.29ELEV: 714.21STA: 115+63.42ELEV: 711.43STA: 115+68.10ELEV: 711.43
STA: 117+47.00
ELEV: 713.76
STA: 116+81.59
ELEV: 711.12
STA: 117+03.01
ELEV: 713.27
STA: 118+18.02
ELEV: 713.04
STA: 118+37.68
ELEV: 713.57
STA: 117+87.63
ELEV: 710.80
STA: 117+95.67
ELEV: 710.80
STA: 115+34.73ELEV: 714.31
BKF SLOPE = 0.3%BKF SLOPE = 0.7%3.7%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSN020'40'EX. FEMA FLOODWAYPROPOSED LONG CREEKEX. 100-YR FEMA FLOODPLAINMATCHLINE STA. 115+00
WBKFPROP. GREENWAY TRAILEX. PROPERTY LINE (TYP.) VARIABLE WIDTH EASEMENTAPPROXIMATE LIMITSOF GRADING02511323MECKLENBURG COUNTYDB 25329 PG 26602511301MECKLENBURG COUNTYDB 13057 PG 72102511319KRG CHARLOTTEPERIMETER WOODS LLCDB 26525 PG 806EX. 20' SEWER ESMT02511320MECKLENBURG COUNTYDB 23210 PG 304MATCHLINE STA. 120+00THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.57/8/2019 2:40 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSH02511315SCG PERIMETER WOODS LLCDB 29420 PG 827TRACT E-2, MB 31, PG 483Long Creek Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent115+10.04115+34.7324.69(1447261.1435',585002.3625')(1447239.0336',585013.3548')(1447205.3291',585030.1114')Curve115+34.73116+09.2974.56220(1447239.0336',585013.3548')(1447167.9709',585034.7098')Tangent116+09.29116+40.4531.16(1447167.9709',585034.7098')(1447137.0471',585038.5163')(1447090.4591',585044.2508')Curve116+40.45117+33.6693.21320(1447137.0471',585038.5163')(1447047.4807',585063.1234')Tangent117+33.66117+59.0125.35(1447047.4807',585063.1234')(1447024.2737',585073.3141')(1446987.9151',585089.2799')Curve117+59.01118+37.6878.68235(1447024.2737',585073.3141')(1446948.3293',585092.4128')Tangent118+37.68118+86.0248.34(1446948.3293',585092.4128')(1446900.1446',585096.2262')(1446870.8699',585098.5431')Curve118+86.02119+44.4858.47250(1446900.1446',585096.2262')(1446842.9290',585107.5808')Tangent119+44.48120+10.2065.72(1446842.9290',585107.5808')(1446780.4029',585127.8053')(1446758.9956',585134.7296')
120+00121+00122+00123+00124+00125+00711714715715716710710712708714707710713714715713715702704706708710712714716718720702704706708710712714716718720120+00120+50121+00121+50122+00122+50123+00123+50124+00124+50125+001.0%1.1%1.0%4.9%4.0%1.1%2.4%3.3%4.2%
STA: 120+30.93ELEV: 709.32STA: 121+36.41ELEV: 708.59
STA: 123+27.39
ELEV: 709.99
STA: 124+62.58
ELEV: 706.31
STA: 121+17.41ELEV: 711.41STA: 121+55.41ELEV: 710.51
STA: 123+49.89
ELEV: 707.10
STA: 124+42.75
ELEV: 709.23
STA: 120+10.20ELEV: 712.25
STA: 122+43.42
ELEV: 707.84
STA: 120+51.67ELEV: 711.31STA: 120+65.41ELEV: 711.98
STA: 121+73.50
ELEV: 711.23
STA: 122+23.50
ELEV: 710.70
STA: 122+63.34
ELEV: 710.19
STA: 122+76.39
ELEV: 710.51
STA: 123+72.39
ELEV: 708.96
STA: 123+94.75
ELEV: 709.69
STA: 124+82.41
ELEV: 708.07 BKF SLOPE = 0.7%BKF SLOPE = 0.7%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. FEMA FLOODWAYPROPOSED LONG CREEKEX. 100-YR FEMA FLOODPLAINMATCHLINE STA. 120+00 PROP. GREENWAY TRAILEX. WETLANDSWBKFEX. PROPERTY LINE (TYP.)APPROXIMATE LIMITSOF GRADING02511301MECKLENBURG COUNTYDB 13057 PG 721N020'40'EX. 20' SEWER ESMTMATCHLINE STA. 125+0002511320MECKLENBURG COUNTYDB 23210 PG 304THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.67/8/2019 2:43 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHPROPOSED RIP RAP SWALEPROPOSED LOG STEPS02511319KRG CHARLOTTEPERIMETER WOODS LLCDB 26525 PG 806Long Creek Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTCurve120+10.20120+54.9044.71160(1446780.4029',585127.8053')(1446736.5087',585135.4815')Tangent120+54.90121+17.4162.50(1446736.5087',585135.4815')(1446674.0421',585137.5703')(1446651.8803',585138.3114')Curve121+17.41121+61.1743.76110(1446674.0421',585137.5703')(1446631.7363',585147.5806')Tangent121+61.17122+23.5062.33(1446631.7363',585147.5806')(1446575.1151',585173.6348')(1446556.9577',585181.9899')Curve122+23.50122+63.3439.84200(1446575.1151',585173.6348')(1446537.5059',585186.5865')Tangent122+63.34123+27.3964.06(1446537.5059',585186.5865')(1446475.1659',585201.3178')(1446449.2467',585207.4426')Curve123+27.39123+80.2852.88180(1446475.1659',585201.3178')(1446426.2118',585220.8107')Tangent123+80.28124+42.7562.47(1446426.2118',585220.8107')(1446372.1806',585252.1673')(1446351.8145',585263.9865')Curve124+42.75124+89.5146.76160(1446372.1806',585252.1673')(1446328.9068',585269.4372')Tangent124+89.51125+50.7661.25(1446328.9068',585269.4372')(1446269.3221',585283.6148')(1446244.4256',585289.5387')
129+00130+00125+00126+00127+00128+00710713707714711710712712710707706713710713702704706708710712714716718720702704706708710712714716718720125+00125+50126+00126+50127+00127+50128+00128+50129+00129+50130+00STA: 127+67.59
ELEV: 707.09
STA: 125+70.76ELEV: 705.56
STA: 127+67.59
ELEV: 707.09
STA: 126+59.80ELEV: 707.68
STA: 126+78.67
ELEV: 704.81
STA: 125+50.76ELEV: 708.34STA: 125+02.76ELEV: 708.93STA: 125+90.76ELEV: 707.25STA: 126+16.14ELEV: 708.14
STA: 126+97.54
ELEV: 706.42
STA: 127+21.59
ELEV: 707.41
0.7%1.1%1.2%3.5%4.1%0.3%0.4%1.0%STA: 128+66.17
ELEV: 707.00
STA: 129+00.08ELEV: 706.89STA: 129+14.90
ELEV: 705.40
STA: 129+84.01
ELEV: 706.75
STA: 129+53.52
ELEV: 705.40
STA: 129+65.08
ELEV: 706.56 BKF SLOPE = 0.2%BKF SLOPE = 0.7%SAN. SEW. INV: 705.50SAN. SEW. INV: 704.89SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. FEMA FLOODWAYPROPOSED LONG CREEKEX. 100-YR FEMA FLOODPLAINREAMES RDMATCHLINE STA. 125+00 PROP. GREENWAY TRAILWBKFAPPROXIMATE LIMITSOF GRADING02511319KRG CHARLOTTE PERIMETER WOODS LLCDB 26525 PG 80602511301MECKLENBURG COUNTYDB 13057 PG 72102511323MECKLENBURG COUNTYDB 25329 PG 266N020'40'02511320MECKLENBURG COUNTYDB 23210 PG 304EX. 20' SEWER ESMTMATCHLINE STA. 130+00EX. PROPERTY LINE (TYP.)THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.77/8/2019 2:44 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHROCK STEPSEX. 15" RCPINV. OUT: 712.03EXISTING CONCRETE CULVERT(INVERTS AND CONCRETE DEPTHBASED ON SURVEY AND ADDITIONALFIELD MEASUREMENTS)EXISTING SAND DEPOSITION IN CULVERT(DEPTH APPROXIMATE FROMFIELD MEASUREMENTS)02522293TAH 2018-1 BORROWER LLCDB 62612 PG 18402522292LAKETTA JACKSONBILLY PHITAKOUNDB 32679 PG 171BOULDER STEPWITH BRUSH(TYP.)EX. WETLANDSLong Creek Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTCurve125+50.76126+01.9151.15580(1446269.3221',585283.6148')(1446219.1041',585293.2467')Tangent126+01.91126+59.8057.89(1446219.1041',585293.2467')(1446161.8220',585301.6351')(1446136.2935',585305.3735')Curve126+59.80127+10.9051.10150(1446161.8220',585301.6351')(1446113.4812',585317.4268')Tangent127+10.90127+69.9259.02(1446113.4812',585317.4268')(1446061.2997',585344.9978')Tangent127+69.92127+89.0819.16(1446061.2997',585344.9978')(1446046.7764',585357.4954')Tangent127+89.08128+65.6776.60(1446046.7764',585357.4954')(1445975.0653',585384.4151')Tangent128+65.67129+00.0834.41(1445975.0666',585384.4146')(1445944.5669',585400.3543')Curve129+00.08129+84.0183.93320(1445944.5669',585400.3543')(1445876.1006',585448.4844')(1445907.1596',585419.9040')Tangent129+84.01130+11.8027.79(1445876.1006',585448.4844')(1445855.6511',585467.3019')PROP. VEGETATED SWALEPROP. VEGETATED SWALEPROP. IMPERVIOUS PLUGBOULDER STEPWITH BRUSH (TYP.)EX. RIP RAP2C-6.50 IMPERVIOUS PLUGPROPOSED TRAIL WITH BOULDER TOE(REFER TO DETAIL #1/C-2.18)
130+00131+00132+00133+00134+00135+00710711713710712713705705710711711705709710705708709700702704706708710712714716718700702704706708710712714716718130+00130+50131+00131+50132+00132+50133+00133+50134+00134+50135+000.4%0.5%0.3%1.3%1.4%1.7%0.5%STA: 130+11.80ELEV: 706.63STA: 131+10.45ELEV: 706.43
STA: 132+24.99
ELEV: 706.15
STA: 134+30.99
ELEV: 705.77
STA: 130+68.49ELEV: 706.33STA: 130+84.83ELEV: 706.53STA: 130+26.35ELEV: 705.17STA: 130+56.97ELEV: 705.17
STA: 131+85.41
ELEV: 706.11
STA: 131+98.69
ELEV: 706.29
STA: 131+25.36ELEV: 704.94
STA: 131+73.80
ELEV: 704.94
STA: 132+39.39
ELEV: 704.71
STA: 132+74.73
ELEV: 704.71
STA: 132+85.99
ELEV: 705.84
STA: 133+85.28
ELEV: 705.55
STA: 134+02.60
ELEV: 705.85
STA: 133+35.53
ELEV: 704.50
STA: 133+74.79
ELEV: 704.50
STA: 134+46.08
ELEV: 704.26
STA: 134+94.35
ELEV: 704.26
STA: 133+20.28
ELEV: 706.03 BKF SLOPE = 0.2%SAN. SEW. INV: 704.07SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. FEMA FLOODWAY02522294MECKLENBURG COUNTYDB 08864 PG 746PROPOSED LONG CREEKEX. 100-YR FEMA FLOODPLAINMATCHLINE STA. 130+00
PROP. GREENWAY TRAILWBKFEX. 20' SEWER ESMT02522104ROY I DENMANDB 04574 PG 93802522105MUSKRAT POINT PROPERTIES LLCDB 30477 PG 83402522291AMH NC PROPERTIES LPDB 31342 PG 16902522290AMH NC PROPERTIES LPDB 29607 PG 29902522283MARITZA PAZDB 28908 PG 708N020'40'MATCHLINE STA. 135+00EX. PROPERTY LINE (TYP.)TJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.87/8/2019 2:45 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGEX. RIPRAP(TYP.)NOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHTHALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKAPPROXIMATE LIMITSOF GRADINGPROP. RIP RAPSWALEPROP. RIP RAP SWALE02522292LAKETTA JACKSONBILLY PHITAKOUNDB 32679 PG 171EX. RIPRAP TO REMAIN(TYP.)EX. WETLANDSLong Creek Alignment LayoutGEOMETETRYSTARTSTATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTCurve130+11.80130+84.8373.03200(1445855.6511',585467.3019')(1445794.1688',585505.9586')(1445828.4785',585492.3060')Tangent130+84.83131+10.4525.62(1445794.1688',585505.9586')(1445770.3649',585515.4306')Curve131+10.45131+98.6988.24220(1445770.3649',585515.4306')(1445697.0168',585563.4070')(1445728.8148',585531.9642')Tangent131+98.69132+24.9926.30(1445697.0168',585563.4070')(1445678.3129',585581.9019')Curve132+24.99132+95.6470.64155(1445678.3129',585581.9019')(1445618.6790',585618.6203')(1445652.7535',585607.1758')Tangent132+95.64133+20.2824.65(1445618.6790',585618.6203')(1445595.3120',585626.4686')Curve133+20.28134+02.6082.31170(1445595.3120',585626.4686')(1445526.5196',585670.1867')(1445555.5181',585639.8341')Tangent134+02.60134+30.9928.40(1445526.5196',585670.1867')(1445506.9013',585690.7210')Curve134+30.99135+24.9193.91550(1445506.9013',585690.7210')(1445436.5584',585752.7700')(1445474.3850',585724.7556')PROP. FORDCROSSING4C-6.50 FORD CROSSING
135+00136+00137+00138+00139+00140+00705710 707705709704711707705709705708710708698700702704706708710712714716698700702704706708710712714716135+00135+50136+00136+50137+00137+50138+00138+50139+00139+50140+004.0%0.3%3.9%1.9%0.5%0.6%0.5%1.6%1.4%2.0%1.5%STA: 136+49.16ELEV: 705.30
STA: 138+53.18
ELEV: 704.00
STA: 138+42.14
ELEV: 704.43
STA: 137+39.40
ELEV: 705.07
STA: 139+91.48
ELEV: 703.44
STA: 135+04.99ELEV: 705.32STA: 135+45.00ELEV: 705.51STA: 136+12.48ELEV: 705.16STA: 136+25.86ELEV: 705.37STA: 135+65.13ELEV: 704.03STA: 136+01.13ELEV: 704.03STA: 136+63.94ELEV: 703.82
STA: 136+90.94
ELEV: 703.82
STA: 137+02.40
ELEV: 704.96
STA: 137+17.40
ELEV: 705.18
STA: 137+97.49
ELEV: 704.65
STA: 138+13.49
ELEV: 704.97
STA: 137+53.97
ELEV: 703.62
STA: 137+87.17
ELEV: 703.62
STA: 139+33.18
ELEV: 703.25
STA: 139+58.61
ELEV: 703.64
STA: 138+83.66
ELEV: 700.95
STA: 139+10.20
ELEV: 700.95 BKF SLOPE = 2.5%BKF SLOPE = 2.5%BKF SLOPE = 2.5%BKF SLOPE = 0.2%BKF SLOPE = 0.3%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. FEMA FLOODWAYPROPOSED LONG CREEKPROP. GREENWAY TRAILWBKFN020'40'MATCHLINE STA. 135+00
EX. PROPERTY LINE (TYP.)02522104ROY I DENMANDB 04574 PG 93802522112NORTHLAKE REAL ESTATE INVESTORS LLCDB 27575 PG 71902522111MECKLENBURG COUNTYDB 28204 PG 11402522283MARITZA PAZDB 28908 PG 70802522282JOAN S LEEDB 12315 PG 38502522281OLGA KROKHADB 31157 PG 22302522294MECKLENBURG COUNTYDB 08864 PG 74602522108NORTHLAKE BUFFALO LLCDB 29133 PG 885EX. 20' SEWER ESMTMATCHLINE STA. 140+00THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.97/8/2019 2:46 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGEX. LONG CREEKNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHAPPROXIMATE LIMITSOF GRADINGEX. STORM PIPE18" FESINV. OUT: 711.12PROP. BOARDWALK(SEE CHAPTER 2 FOR DETAILS)PROPOSED RIP RAP SWALEPROP. 18" THK CLASS B RIP RAP SWALE.3' BOTTOM WIDTH, 3:1 SIDE SLOPES, MIN.0.5' DEPTH.EST. 28 TONSTIE INTO EXISTINGNATURAL ROCK BANKPROP. LOG STEPSLong Creek Alignment LayoutGEOMETETRYSTARTSTATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent135+24.91135+50.4825.57(1445436.5584',585752.7700')(1445416.0089',585767.9889')Curve135+50.48136+25.8675.38320(1445416.0089',585767.9889')(1445361.2516',585819.5391')(1445385.5803',585790.5244')Tangent136+25.86136+49.1623.30(1445361.2516',585819.5391')(1445346.2796',585837.3948')Curve136+49.16137+13.6764.51210(1445346.2796',585837.3948')(1445297.9481',585879.7359')(1445325.3912',585862.3065')Tangent137+13.67137+39.4025.73(1445297.9481',585879.7359')(1445276.2307',585893.5288')Curve137+39.40138+12.3572.96840(1445276.2307',585893.5288')(1445216.4208',585935.2654')(1445245.4189',585913.0976')Tangent138+12.35138+13.491.14(1445216.4208',585935.2654')(1445215.5153',585935.9576')Tangent138+13.49138+42.1428.65(1445215.5153',585935.9576')(1445194.6248',585955.5676')Tangent138+42.14138+53.1811.04(1445194.6248',585955.5676')(1445186.3590',585962.8794')Tangent138+53.18138+87.7334.55(1445186.3590',585962.8794')(1445162.3986',585987.7711')Curve138+87.73139+58.6170.88560(1445162.3986',585987.7711')(1445110.1451',586035.5955')(1445137.7872',586013.3390')Tangent139+58.61139+91.4832.87(1445110.1451',586035.5955')(1445084.5421',586056.2101')Curve139+91.48140+76.5585.0770(1445084.5421',586056.2101')(1445004.8109',586061.8212')(1445046.6275',586086.7376')
140+00141+00142+00143+00144+00145+00705707708705701700705705706702705708694696698700702704706708710712694696698700702704706708710712140+00140+50141+00141+50142+00142+50143+00143+50144+00144+50145+000.7%0.5%0.6%0.7%2.0%2.6%2.0%1.6%STA: 141+06.13ELEV: 703.03
STA: 142+29.06
ELEV: 702.68
STA: 143+49.43
ELEV: 702.25
STA: 144+60.17
ELEV: 701.85
STA: 140+54.48ELEV: 702.80STA: 140+76.55ELEV: 703.24STA: 140+15.87ELEV: 701.00STA: 140+36.47ELEV: 701.00STA: 141+35.29ELEV: 700.11STA: 141+54.89ELEV: 700.11
STA: 141+76.13
ELEV: 702.23
STA: 141+99.18
ELEV: 702.83
STA: 143+03.96
ELEV: 702.07
STA: 143+21.18
ELEV: 702.41
STA: 142+80.13
ELEV: 699.69
STA: 142+58.94
ELEV: 699.69
STA: 144+13.43
ELEV: 701.68
STA: 144+34.42
ELEV: 702.03
STA: 143+78.93
ELEV: 699.30
STA: 143+89.62
ELEV: 699.30
STA: 144+89.28
ELEV: 698.94STA: 144+92.10
ELEV: 698.94 BKF SLOPE = 0.3%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. 100-YR FEMA FLOODPLAINEX. WETLANDS02522294MECKLENBURG COUNTYDB 08864 PG 74602522110MECKLENBURG COUNTYDB 28204 PG 11402522108NORTHLAKE BUFFALO LLCDB 29133 PG 885EX. FEMA FLOODWAYPROPOSED LONG CREEKPROP. GREENWAY TRAILWBKFN020'40'EX. PROPERTY LINE (TYP.)EX. 20' SEWER ESMTMATCHLINE STA. 140+00
02522111MECKLENBURG COUNTYDB 28204 PG 114MATCHLINE STA. 145+00THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.107/8/2019 2:51 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHAPPROXIMATE LIMITSOF GRADINGLong Creek Alignment LayoutGEOMETETRYSTARTSTATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent140+76.55141+06.1329.58(1445004.8109',586061.8212')(1444979.3972',586046.6785')Curve141+06.13141+99.1893.05620(1444979.3972',586046.6785')(1444896.1915',586005.2136')(1444939.3531',586022.8182')Tangent141+99.18142+28.9629.78(1444896.1915',586005.2136')(1444868.6188',585993.9673')Curve142+28.96143+21.1892.21750(1444868.6188',585993.9673')(1444785.5883',585953.9867')(1444825.8731',585976.5324')Tangent143+21.18143+49.4328.26(1444785.5883',585953.9867')(1444760.9285',585940.1856')Curve143+49.43144+34.4284.99280(1444760.9285',585940.1856')(1444681.6459',585910.4827')(1444723.5586',585919.2712')Tangent144+34.42144+60.1725.74(1444681.6459',585910.4827')(1444656.4516',585905.1997')Curve144+60.17145+31.2471.08420(1444656.4516',585905.1997')(1444588.4516',585884.8109')(1444621.5869',585897.8891')EX. RETAINING WALL
145+00146+00147+00148+00149+00150+002
1
1
+
0
0
2
1
2+
0
0705 7007057067007046977057057006977007057067
0
0
7
0
0
6
9
8
70
6
70
6
705692694696698700702704706708710145+00145+50146+00146+50147+00147+50148+00148+500.1%0.6%1.5%1.2%1.8%1.5%3.2%STA: 145+55.52ELEV: 701.56STA: 146+52.87ELEV: 700.97
STA: 147+67.77
ELEV: 700.44
STA: 145+17.24ELEV: 701.45STA: 145+31.24ELEV: 701.70STA: 146+10.52ELEV: 701.15STA: 146+25.65ELEV: 701.38STA: 145+85.00ELEV: 698.62
STA: 147+24.80
ELEV: 700.50
STA: 147+34.87
ELEV: 700.82
STA: 146+78.54
ELEV: 698.40
STA: 147+04.00
ELEV: 698.40
STA: 148+11.95
ELEV: 696.02
STA: 148+46.38
ELEV: 696.02 BKF SLOPE = 0.1%BKF SLOPE = 0.3%SAN. SEW. INV: 697.74692694696698700702704706708710148+50149+00149+50150+000.8%1.7%STA: 148+46.38
ELEV: 696.02
STA: 149+43.73
ELEV: 695.79
STA: 149+03.66
ELEV: 699.79
STA: 149+75.19
ELEV: 699.42
STA: 149+90.94
ELEV: 699.68
STA: 148+88.66
ELEV: 699.91
BKF SLOPE = 0.2%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. WETLANDSPROPOSED LONG CREEKPROP. GREENWAY TRAILWBKFN020'40'EX
.
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TYP
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)EX. 20' SEWER ESMTMATCHLINE STA. 145+00 02522294MECKLENBURG COUNTYDB 08864 PG 74602522110MECKLENBURG COUNTYDB 28204 PG 11402531297MECKLENBURG COUNTYDB 19218 PG 82102522111MECKLENBURG COUNTYDB 28204 PG 114PROPOSED DIXON BRANCHMATCHLINE STA. 150+00THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.117/8/2019 2:52 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHAPPROXIMATE LIMITSOF GRADINGPROP. LOG STEPSEX. CMP PIPE TO BEREMOVEDPROP. FORDCROSSINGLong Creek Alignment LayoutGEOMETETRYSTARTSTATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent145+31.24145+55.5224.28(1444588.4516',585884.8109')(1444565.8692',585875.8978')Curve145+55.52146+25.6570.13350(1444565.8692',585875.8978')(1444503.6426',585843.8093')(1444533.1431',585862.9811')Tangent146+25.65146+52.8727.22(1444503.6426',585843.8093')(1444480.8219',585828.9785')Curve146+52.87147+34.8782.00205(1444480.8219',585828.9785')(1444405.0667',585799.0460')(1444445.9781',585806.3341')Tangent147+34.87147+67.7732.90(1444405.0667',585799.0460')(1444372.6748',585793.2756')Curve147+67.77148+44.5276.75580(1444372.6748',585793.2756')(1444298.2256',585774.8627')(1444334.8402',585786.5356')Tangent148+44.52148+46.381.87(1444298.2256',585774.8627')(1444296.4470',585774.2957')Line148+46.38148+46.520.15(1444296.4470',585774.2957')(1444296.3306',585774.2097')Curve148+46.52148+74.1527.62810(1444296.3306',585774.2097')(1444273.8438',585758.1736')(1444285.2240',585765.9999')Line148+74.15149+03.6629.52(1444273.8438',585758.1736')(1444249.5238',585741.4482')Curve149+03.66149+90.9487.28305(1444249.5238',585741.4482')(1444171.5551',585702.8817')(1444213.3176',585716.5484')Line149+90.94150+24.4733.53(1444171.5551',585702.8817')(1444139.6895',585692.4538')BOULDER STEPWITH BRUSHPROP. VEGETATED SWALE4C-6.50 FORD CROSSINGPROP. SWALE BRIDGE(SEE CHAPTER 2 FOR DETAILS)
150+00151+00152+00153+00154+00155+007007057067056996997007006967057027057
0
4
703692694696698700702704706708710692694696698700702704706708710150+00150+50151+00151+50152+00152+50153+00153+50154+00154+50155+000.4%0.3%0.6%2.2%2.1%1.6%1.6%STA: 150+24.47ELEV: 699.56STA: 150+64.88ELEV: 695.52 STA: 151+51.32ELEV: 699.30
STA: 151+91.94
ELEV: 695.24
STA: 153+22.79
ELEV: 694.95
STA: 154+10.58
ELEV: 698.57
STA: 154+49.70
ELEV: 694.67
STA: 151+01.93ELEV: 699.15STA: 151+13.93ELEV: 699.41
STA: 152+22.50
ELEV: 698.04
STA: 153+77.76
ELEV: 698.76STA: 153+26.48ELEV: 694.95STA: 153+61.09
ELEV: 698.41
STA: 154+84.69
ELEV: 698.35
STA: 154+98.69
ELEV: 698.57
STA: 152+83.09
ELEV: 699.00
BKF SLOPE = 0.2%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITS02531297MECKLENBURG COUNTYDB 19218 PG 82102531270MECKLENBURG COUNTYDB 13094 PG 88102531271MECKLENBURG COUNTYDB 13094 PG 88102514123MECKLENBURG COUNTYDB 22899 PG 842EX. WETLANDSPROPOSED LONG CREEKWBKFN020'40'EX. PROPERTY LINE
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MATCHLINE STA. 155+0002522111MECKLENBURG COUNTYDB 28204 PG 114EX. FEMA FLOODWAYTHALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.127/8/2019 2:53 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.CONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHAPPROXIMATE LIMITSOF GRADINGPROPOSED RIP RAP SWALELong Creek Alignment LayoutGEOMETETRYSTARTSTATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTCurve150+24.47151+13.9389.46430(1444139.6895',585692.4538')(1444058.1654',585656.0198')(1444097.0257',585678.4922')Line151+13.93151+51.3237.39(1444058.1654',585656.0198')(1444025.7975',585637.3019')Curve151+51.32152+49.3198.00240(1444025.7975',585637.3019')(1443933.4266',585606.6762')(1443982.7825',585612.4268')Line152+49.31152+83.0933.77(1443933.4266',585606.6762')(1443899.8817',585602.7678')Curve152+83.09153+77.7794.69320(1443899.8817',585602.7678')(1443808.8085',585578.1562')(1443852.5111',585597.2486')Line153+77.77154+10.5832.81(1443808.8085',585578.1562')(1443778.7429',585565.0216')Curve154+10.58154+98.6988.11280(1443778.7429',585565.0216')(1443693.8276',585542.9272')(1443738.0378',585547.2388')Line154+98.69155+35.2436.56(1443693.8276',585542.9272')(1443657.4440',585539.3789')PROPOSED VEGETATEDSWALE
155+00156+00157+00158+00159+00160+00700703704700696696702700695704703 704690692694696698700702704706708690692694696698700702704706708155+00155+50156+00156+50157+00157+50158+00158+50159+00159+50160+000.5%0.4%1.5%1.0%1.3%0.8%2.6%STA: 155+35.24ELEV: 698.40STA: 155+75.21ELEV: 694.40 STA: 156+57.07ELEV: 698.17
STA: 158+18.47
ELEV: 697.37
STA: 159+47.35
ELEV: 696.63
STA: 159+66.86
ELEV: 694.68
STA: 156+05.83ELEV: 698.09STA: 156+21.83ELEV: 698.30
STA: 157+33.02
ELEV: 697.82
STA: 157+69.57
ELEV: 698.11
STA: 156+77.55
ELEV: 696.12
STA: 157+15.99
ELEV: 696.12
STA: 158+66.47
ELEV: 696.62
STA: 158+89.33
ELEV: 697.21
STA: 158+37.75
ELEV: 695.45
STA: 158+54.77
ELEV: 695.45
BKF SLOPE = 0.6%BKF SLOPE = 0.2%SAN. SEW. INV: 697.39SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. WETLANDSPROPOSED LONG CREEKPROP. GREENWAY TRAILWBKFAPPROXIMATE LIMITSOF GRADINGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.N020'40'EX. PROPERTY LINE (TYP.)MATCHLINE STA. 155+00
EX. 100-YR FEMA FLOODPLAINEX. FEMA FLOODWAYMATCHLINE STA. 160+0002531271MECKLENBURG COUNTYDB 13094 PG 88102514123MECKLENBURG COUNTYDB 22899 PG 84202531299MECKLENBURG COUNTYDB 30122 PG 270THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.137/8/2019 2:54 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGEX. 20' SEWER ESMTEX. 15' SEWER ESMTPROP. RIP RAPSWALE WITH LOGDROPSCONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHPROP. RIP RAP SWALESTABILIZE EXISTINGWETLAND CONNECTIONSTABILIZE EXISTINGWETLAND CONNECTIONLong Creek Alignment LayoutGEOMETETRYSTARTSTATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTCurve155+35.24156+21.8386.59240(1443657.4440',585539.3789')(1443574.6209',585515.7768')(1443613.8802',585535.1303')Line156+21.83156+57.0735.24(1443574.6209',585515.7768')(1443543.0116',585500.1944')Curve156+57.07157+45.0287.94160(1443543.0116',585500.1944')(1443457.6254',585484.3754')(1443502.5486',585480.2475')Line157+45.02158+18.4773.46(1443457.6254',585484.3754')(1443384.4770',585491.0969')Curve158+18.47158+89.3370.86180(1443384.4770',585491.0969')(1443314.4667',585483.7052')(1443348.7349',585494.3812')Line158+89.33159+47.3558.03(1443314.4667',585483.7052')(1443259.0674',585466.4459')Curve159+47.35160+13.7266.36150(1443259.0674',585466.4459')(1443202.0515',585433.5566')(1443226.8613',585456.4123')
160+00161+00162+00695702700695698700703701688690692694696698700702704706688690692694696698700702704706160+00160+50161+00161+50162+00STA: 162+04.97
ELEV: 695.440.6%1.0%3.0%STA: 160+94.00
ELEV: 693.97
STA: 162+04.97
ELEV: 695.44
STA: 160+74.00ELEV: 695.97STA: 160+21.54ELEV: 694.68
STA: 161+26.75
ELEV: 693.97
STA: 161+39.47
ELEV: 695.24
STA: 161+55.47
ELEV: 695.72
STA: 160+38.03ELEV: 696.33
BKF SLOPE = 0.6%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSPROPOSED LONG CREEKPROP. GREENWAY TRAILWBKFAPPROXIMATE LIMITSOF GRADINGNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.N020'40'EX. PROPERTY LINE (TYP.)MATCHLINE STA. 160+00
EX. FEMAFLOODWAYEX. GAS LINETHALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.147/8/2019 2:55 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGCONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHEX. 20' SEWER ESMTEX. ARTICULATEDCONCRETE BLOCK MAT(LIMITS APPROXIMATE)02533460MECKLENBURG COUNTYDB 13094 PG 88102531299MECKLENBURG COUNTYDB 30122 PG 27002514123MECKLENBURG COUNTYDB 22899 PG 842EX. RIP RAP ON BANKS(LIMITS APPROXIMATE)Long Creek Alignment LayoutGEOMETETRYSTARTSTATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTLine160+13.72160+74.0060.28(1443202.0515',585433.5566')(1443157.7150',585392.7121')Curve160+74.00161+39.4765.47155(1443157.7150',585392.7121')(1443101.7534',585359.6797')(1443133.2751',585370.1972')Line161+39.47162+04.9765.50(1443101.7534',585359.6797')(1443039.6221',585338.9489')APPROXIMATE LOCATION OF EX.70' COLONIAL GAS PIPELINE R/W
200+00201+00202+00203+00204+00205+00705703705707706708705702701707710707708694696698700702704706708710694696698700702704706708710200+00200+50201+00201+50202+00202+50203+00203+50204+00204+50205+000.3%0.3%0.4%0.4%0.4%1.6%2.1%1.3%1.7%STA: 200+00.00ELEV: 702.00STA: 200+38.29ELEV: 701.88STA: 201+50.06ELEV: 701.78
STA: 202+58.12
ELEV: 701.65
STA: 202+73.40
ELEV: 700.12
STA: 203+84.38
ELEV: 701.54
STA: 203+99.86
ELEV: 699.99
STA: 204+96.27
ELEV: 701.39
STA: 200+53.77ELEV: 700.34 STA: 201+16.19ELEV: 701.88STA: 200+75.88ELEV: 700.34 STA: 200+86.76ELEV: 701.42STA: 201+65.56ELEV: 700.23
STA: 201+86.78
ELEV: 700.23
STA: 201+96.12
ELEV: 701.16
STA: 202+25.78
ELEV: 701.78
STA: 202+97.57
ELEV: 700.12
STA: 203+06.38
ELEV: 701.00
STA: 203+56.86
ELEV: 701.65
STA: 204+23.61
ELEV: 699.99
STA: 204+34.27
ELEV: 701.06
STA: 204+62.96
ELEV: 701.54 BKF SLOPE = 0.1%SAN. SEW. INV: 700.85SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. FEMA FLOODWAYWEST W.T. HARRIS BLVD
EX. 100-YR FEMA FLOODPLAINPROP. GREENWAY TRAIL02522110MECKLENBURG COUNTYDB 28204 PG 11402522110MECKLENBURG COUNTYDB 28204 PG 114WBKFN
020'40'EX. 20' SEWER ESMTPROPOSED DIXON BRANCHAPPROXIMATE LIMITSOF GRADINGEX. PROPERTY LINE (TYP.)MATCHLINE STA. 205+00TJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.157/8/2019 2:56 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGTHALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKCONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.Dixon Branch Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent200+00.00200+38.2938.29(1444665.9942',586923.5868')(1444652.4550',586887.7744')Curve200+38.29201+16.1977.904300(1444652.4550',586887.7744')(1444625.5686',586814.6617')(1444638.6807',586851.3398')Tangent201+16.19201+50.0633.87(1444625.5686',586814.6617')(1444614.1659',586782.7651')Curve201+50.06202+25.7875.72310(1444614.1659',586782.7651')(1444580.2626',586715.2657')(1444601.3569',586746.9347')Tangent202+25.78202+58.1232.33(1444580.2626',586715.2657')(1444562.3393',586688.3575')Curve202+58.12203+56.8698.74220(1444562.3393',586688.3575')(1444527.5541',586596.8279')(1444534.5004',586646.5628')Tangent203+56.86203+84.3827.52(1444527.5541',586596.8279')(1444523.7479',586569.5755')Curve203+84.38204+62.9678.59320(1444523.7479',586569.5755')(1444503.4764',586493.8499')(1444518.2851',586530.4618')Tangent204+62.96204+96.2733.31(1444503.4764',586493.8499')(1444490.9883',586462.9753')Curve204+96.27205+85.3489.07350(1444490.9883',586462.9753')(1444468.3995',586377.0655')(1444474.1985',586421.4653')PROPOSED TRAIL WITH BOULDER TOE(REFER TO DETAIL #1/C-2.18)
205+00206+00207+00208+00209+00210+00706700705707705700700705706700705705707699705694696698700702704706708710694696698700702704706708710205+00205+50206+00206+50207+00207+50208+00208+50209+00209+50210+000.4%4.3%0.5%1.9%1.4%1.4%1.5%0.4%STA: 207+18.36
ELEV: 700.97
STA: 209+41.85
ELEV: 700.00
STA: 208+19.01
ELEV: 700.73
STA: 205+45.16ELEV: 700.89STA: 205+12.00ELEV: 699.82STA: 205+34.42ELEV: 699.82STA: 206+27.61ELEV: 699.59STA: 206+45.33ELEV: 699.59
STA: 206+89.76
ELEV: 701.08
STA: 207+34.37
ELEV: 699.37
STA: 207+51.19
ELEV: 699.37
STA: 207+62.01
ELEV: 700.45
STA: 207+91.90
ELEV: 700.87
STA: 209+28.00
ELEV: 700.60
STA: 208+34.75
ELEV: 699.16
STA: 208+58.49
ELEV: 699.16
STA: 209+52.60
ELEV: 698.92
STA: 209+71.23
ELEV: 698.92
STA: 209+81.72
ELEV: 699.97
STA: 206+12.16ELEV: 701.13
BKF SLOPE = 0.2%STA: 206+53.36ELEV: 700.39
STA: 208+64.11
ELEV: 699.72
SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSEX. FEMA FLOODWAYPROP. GREENWAY TRAILEX. WETLANDSWBKFN
020'40'EX. 20' SEWER ESMTPROPOSED DIXON BRANCHAPPROXIMATE LIMITSOF GRADINGEX. PROPERTY LINE (TYP.)MATCHLINE STA. 205+00
MATCHLINE STA. 210+00TJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.167/8/2019 2:57 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGTHALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKCONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.PROPOSED RIP RAP SWALEDixon Branch Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent205+85.34206+12.1626.82(1444468.3995',586377.0655')(1444464.9261',586350.4712')Curve206+12.16206+89.7677.60430(1444464.9261',586350.4712')(1444448.0067',586274.8473')(1444459.8875',586311.8938')Tangent206+89.76207+18.3628.60(1444448.0067',586274.8473')(1444439.2727',586247.6127')Curve207+18.36207+91.9073.54330(1444439.2727',586247.6127')(1444424.7709',586175.6708')(1444427.9970',586212.4530')Tangent207+91.90208+19.0127.11(1444424.7709',586175.6708')(1444422.4020',586148.6618')Curve208+19.01209+09.1890.17420(1444422.4020',586148.6618')(1444404.9797',586060.3711')(1444418.4478',586103.5778')Tangent209+09.18209+37.1127.93(1444404.9797',586060.3711')(1444396.6675',586033.7048')Curve209+37.11210+12.1074.98420(1444396.6675',586033.7048')(1444380.8448',585960.5107')(1444385.4806',585997.8159')PROP. STORMWATER STRUCTURESSEE CHAPTER 2 FOR DETAILS
148+00149+00210+00211+00212+00704697705705700697700705706699700700698705706705706694696698700702704706708710694696698700702704706708710210+00210+50211+00211+50212+000.0%0.4%2.1%STA: 211+77.90
ELEV: 696.86
STA: 211+45.77
ELEV: 700.21
STA: 210+42.72
ELEV: 700.31
STA: 210+12.10
ELEV: 700.42
STA: 210+87.77
ELEV: 699.56
STA: 211+19.22
ELEV: 700.21
STA: 210+68.98
ELEV: 697.11
STA: 211+98.57
ELEV: 696.86
STA: 212+20.12ELEV: 699.02BKF SLOPE = 0.2%SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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020'40'EX. 20' SEWER ESMTPROPOSED LONG CREEKEX. PROPERTY LINE (TYP.)MATCHLINE STA. 210+00 02522110MECKLENBURG COUNTYDB 28204 PG 11402522111MECKLENBURG COUNTYDB 28204 PG 11402531297MECKLENBURG COUNTYDB 19218 PG 82102522294MECKLENBURG COUNTYDB 08664 PG 746PROPOSEDDIXON BRANCHTJT/EEPEEPTJT1"=2'1"=20'PLAN & PROFILEC-6.177/8/2019 2:58 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010E-101-PP.DWGCONSTRUCTED RUN2C-6.49 WOOD TOE4C-6.49 LOG VANE WITHBOULDER J-HOOKCONSTRUCTED RIFFLECROSS VANEBOULDER TOELOG VANE WITHROOTWADCONSTRUCTED RIFFLEWITH LOG VANES1C-6.49 1C-6.48 1C-6.50 2C-6.48 3C-6.50 4C-6.48 CONSTRUCTED RIFFLEAT UTILITY CROSSING3C-6.49 ROCK STEPSLOG STEPS2C-6.51 3C-6.48 1C-6.51 BOULDER STEPWITH BRUSHNOTE: FEMA FLOODWAY AND PROPERTY LINE DATASHOWN IS MECKLENBURG COUNTY GIS DATA. IT HASNOT BEEN VERIFIED BY FIELD SURVEY.THALWEG OF EXISTING CHANNELPROPOSED THALWEGPROPOSED BANKFULLEXISTING GRADE AT PROPOSED CENTERLINEEXISTING TOP OF BANKAPPROXIMATE LIMITSOF GRADINGPROP. LOG STEPSSEE SHEET C-6.11FOR LONG CREEKSTA. 145+00 TO 150+00EX. 20' PERMANENT DRAINAGE EASEMENTDixon Branch Alignment LayoutGEOMETETRYSTART STATIONEND STATIONLENGTHRADIUSSTART POINTEND POINTPI POINTTangent210+12.10210+42.7230.63(1444380.8448',585960.5107')(1444377.0677',585930.1152')Curve210+42.72211+19.2276.50180(1444377.0677',585930.1152')(1444352.0262',585858.4414')(1444372.2787',585891.5770')Tangent211+19.22211+45.7726.55(1444352.0262',585858.4414')(1444338.1809',585835.7887')Curve211+45.77212+19.9474.18780(1444338.1809',585835.7887')(1444296.5496',585774.4324')(1444318.8250',585804.1200')Tangent212+19.94212+20.120.17(1444296.5496',585774.4324')(1444296.4470',585774.2957')
SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSTJT/EEPEEPTJTTYPICAL STREAMSTRUCTURE DETAILSC-6.477/10/2019 12:08 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010G-500-DTL.DWGMATTING STAKING VIEW2' LONG 1" x 2" WOOD STAKESw/ 2" GALVANIZED ROOFING NAILAT THE TOP TO HOLD MATTINGBANKFULLCOIR MATTING FROM TOE OFCHANNEL TO 2 FT. BEYONDBANKFULLPROPOSED BANKFULLPROPOSEDCHANNEL TOEPROPOSED BANKFULLPROPOSEDCHANNEL TOESECTION A-A5' (TYP)6" MIN.HORIZONTALOVERLAP3.5'SECTION B-BFL
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2' (TYP)2' (TYP)6" MIN.VERTICALOVERLAPNOTES:1.ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR ENGINEER'S ONSITE CONSTRUCTIONMANAGER.2.BEFORE INSTALLING COIR MATTING, TILL UPPER 3"-4" OF SOIL TO HELP VEGETATION TOESTABLISH. RAKE SOIL LEVEL AND ADD SEED AND MULCH BEFORE INSTALLING COIR FIBERMATTING. MATTING MUST HAVE GOOD CONTACT WITH SOIL. THE ENGINEER MAY REQUIREDADDITIONAL STAKING IF ADEQUATE CONTACT IS NOT ACHIEVED.3.MATTING SHALL TERMINATE AND BE BURIED AT THE EDGE OF CHANNEL SUBSTRATE. MATTINGSHALL NOT EXTEND BELOW LOW-FLOW STAGE IN TWO-STAGE RIFFLE.700 g/m2 COIR FIBERMATTINGCOIR MATTING SHALL BE PLACEDALONG THE OUTSIDE OF ALL BENDSAND ALONG BOTH SIDES OF THECHANNEL IN RIFFLE AREAS.AA'BB'BACKFILL2' LONG 1" x 2' WOOD STAKEw/ 2" GALVANIZED ROOFING NAILAT THE TOP TO HOLD MATTING (TYP.)6"2'MATTING TO BE TRENCHED INTO TOE OFBANK OR UNDER RIFFLE MATERIAL.NO MATTINGBANKFULLCOIR MATTING FROM TOE OF SLOPE TO2 FT. BEYOND BANKFULLEX. GRADEEX. GRADECOIR MATTING SHALL BE PLACED ALONGTHE INSIDE OF BENDS WHERE LIVE STAKESARE SHOWN ON THE PLANTING PLAN.WHERE LIVE STAKES ARE NOT SHOWN,COIR MATTING SHALL NOT BE USED.DIBBLE PLANTING METHOD5. PUSH HANDLE FORWARDFIRMING SOIL AT TOP.2. REMOVE PLANTING BAR AND PLACESEEDLING AT CORRECT DEPTH.USING THE KBC PLANTING BAR1. INSERT PLANTING BAR AS SHOWNAND PULL HANDLE TOWARDPLANTER.PLANTING BAG:DURING PLANTING, SEEDLINGSSHALL BE KEPT IN A MOISTCANVAS BAG OR SIMILARCONTAINER TO PREVENT THEROOT SYSTEMS FROM DRYING.4. PULL HANDLE OF BAR TOWARDPLANTER, FIRMING SOIL AT BOTTOM.6. LEAVE COMPACTION HOLE OPEN.WATER THOROUGHLY.KBC PLANTING BAR:PLANTING BAR SHALL HAVE ABLADE WITH A TRIANGULARCROSS SECTION, AND SHALLBE 12IN. LONG, 4IN. WIDE AND 1IN. THICK ATCENTER.ROOT PRUNING:ALL SEEDLINGS SHALL BE ROOTPRUNED, IF NECESSARY, SO THAT NO ROOTSEXTEND MORE THAN 10 INCHES (10IN.) BELOWTHE ROOT COLLAR.2IN.3. INSERT PLANTING BAR 2IN. TOWARDPLANTER FROM SEEDLING.(FOR FLOODPLAIN BUFFER PLANTING AND UPLANDBUFFER PLANTING)NOTES:1.TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ON CENTER, RANDOM SPACING,AVERAGING 8' ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.2.OTHER PLANTING METHOD CAN BE USED WITH THE PERMISSION OF THE PLANTINGSUPERVISOR.3.ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR ENGINEER'S ONSITECONSTRUCTION MANAGER.POOLPOOLRIFFLETHALWEGLOW-FLOWWATER SURFACEBANKFULLLIVE STAKESBASAL END CUT AT 45°, 1/2" TP1-1/2" IN DIAMETERBUDS (FACING UPWARD)LENGTH VARIES (TYP. 2.5' TO 4')NOTES:1.LIVE STAKES SHALL BE INSTALLED WHERE INDICATED ON THE DRAWINGSAND DETAILS.2.LIVE STAKES SHALL BE CUT FROM AN APPROVED SOURCE WITH A SHARPTOOL. STAKE SHALL BE FREE FROM DISEASE OR EXCESS DEAD TWIGS, 2.5TO 4 FEET IN LENGTH WITH A BASAL END 0.5 TO 1.5 INCH IN DIAMETER.PRIOR TO INSTALLATION BASAL END SHALL BE CUT AT A 45 DEGREEANGLE AND THE TOP END SHALL BE CUT FLAT WITHOUT CRACKS.3.LIVE STAKES SHALL BE INSTALLED BY GENTLY TAMPING INTO THE SOIL LEAVING 20% EXPOSED. STAKES SHALL BE PLACED IN A RANDOMPATTERN. REFER TO THE PLANTING SUMMARY FOR MINIMUM SPACING.4.LIVE STAKES SHALL BE INSTALLED WHEN THEY ARE DORMANT, WHICHTYPICALLY OCCURS BETWEEN OCTOBER 31 AND MARCH 31.5.SEE PLANTING SCHEDULE.PROP. STREAMBEDINNER BERMBANKFULLLIVE STAKESPROP. GROUND1C-6.47TYPICAL MATTINGN.T.S2C-6.47PLANTING LINEAR BAREROOTN.T.S3C-6.47LIVE STAKINGN.T.SPLANTING GUIDELINES:·ALL PLANTS WILL BE NATIVE TO THE NORTH CAROLINA PIEDMONT REGION.·INVASIVE SPECIES WILL NOT BE USED IN ANY WATER QUALITY BUFFER REVEGETATION·FOR DISTURBED AREAS WITH SLOPES 3:1 OR GREATER, SOIL WILL BE STABILIZED WITH MATTING OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED. ONLY 100%BIODEGRADABLE MATERIAL WILL BE USED.·PLANTING ALLOWANCES MAY BE MADE FOR EXISTING TREES.·IT IS RECOMMENDED THAT CHEMICAL FERTILIZERS AND PESTICIDES NOT BE USED IN THE BUFFER DUE TO THE RISK OF STORM WATER POLLUTION. INSTEAD, COMPOST OR ORGANIC MATTER SHOULD BEINCORPORATED INTO THE SOIL, WHICH WILL PROVIDE SUFFICIENT NUTRIENTS FOR ADEQUATE PLANT GROWTH. INVASIVE SPECIES SHOULD BE REMOVED BY HAND CLEARING INSTEAD OF USING PESTICIDES.·PLANTINGS SHOULD OCCUR AT THE APPROPRIATE TIME OF YEAR TO PROMOTE SURVIVABILITY. IN MECKLENBURG COUNTY, THIS IS TYPICALLY FROM NOVEMBER THROUGH EARLY MARCH.·10% OF THE TREES PLANTED ARE TO BE CONTAINERIZED, THE REST ARE TO BE BAREROOT.·CONTAINERIZED TREES SHALL BE EVENLY DISTRIBUTED THROUGHOUT THE PROJECT SITE.NOTES:·NO SEED SHALL BE PLACED ON COMPACTED SOIL. PRIOR TO SEEDING, THE SOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 4 INCHES. ALL SEEDING AREAS SHALL BE COVERED WITH STRAW MULCH ATTHE RATE OF 1-2 TONS PER ACRES.·TEMPORARY SEEDING SHALL BE APPLIED ON ANY DISTURBED AREAS TO REMAIN UNTOUCHED FOR MORE THAN 14 DAYS. PERMANENT SEEDING SHALL BE INSTALLED WITHIN 15 WORKING DAYS OFCONSTRUCTION COMPLETION.·FOLLOWING BUFFER RESTORATION, DIFFUSE FLOW WILL BE MAINTAINED THROUGH THE BUFFER IN PERPETUITY·IT IS RECOMMENDED THAT CHEMICAL FERTILIZERS AND PESTICIDES NOT BE APPLIED IN THE BUFFER·ALL PLANTS WILL BE MAINTAINED IN PERPETUITY AND WILL BE REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING DENSITY IS MAINTAINED.·FOLLOWING THE COMPLETE INSTALLATION OF THE APPROVED WATER QUALITY BUFFER REVEGETATION PLAN, A FINAL INSPECTION AND WRITTEN APPROVAL MUST BE MADE BY CHARLOTTE-MECKLENBURGSTORM WATER SERVICES. CALL [phone] TO SCHEDULE A FINAL INSPECTION.·IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE REVEGETATED SITE AND REPAIR, PROTECT, AND ADD ADDITIONAL CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT THEIR SOLEEXPENSE DURING THE WARRANTY PERIOD.
SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSTJT/EEPEEPTJTTYPICAL STREAMSTRUCTURE DETAILSC-6.487/8/2019 4:19 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010G-500-DTL.DWG2C-6.48CONSTRUCTED RIFFLE WITH LOG VANESN.T.S4C-6.48LOG VANE WITH ROOTWADN.T.SNOTES:1.BOULDERS SHALL BE DURABLE STONE WITH A MINIMUM DIAMETER OF 18 INCHES.2.RIFFLE SUBSTRATE SHALL BE PER THE TABLE IN THE CONSTRUCTED RIFFLE DETAIL.3.UPON COMPLETION OF THE FINAL GRADE, ADJACENT SANDY SOILS SHALL BE WASHED IN THEENTIRETY OF THE STRUCTURE.4.LOGS MUST HAVE A MINIMUM DIAMETER OF 12 INCHES. LOGS MUST BE MOSTLY STRAIGHT ANDHAVE NO ROT OR DECAY.5.LOG INVERTS MUST BE ON THE UPSTREAM END AND SLOPE UP IN THE DOWNSTREAM DIRECTION.THE LOG INVERT WILL TIE IN TO THE BED BEFORE REACHING THE TOE OF THE INNER BERM SLOPEAND THE UPPER END OF THE LOG WILL TIE INTO THE BANK BELOW THE INNER BERM BENCH.6.THE MOST UPSTREAM LOG MUST HAVE THE INVERT, OR UPSTREAM END, POINTING TO THE INSIDEOF THE UPSTREAM BEND. THE MOST DOWNSTREAM LOG MUST HAVE ITS BANK TIE IN, ORDOWNSTREAM END, POINTING TO THE OUTSIDE OF THE DOWNSTREAM BEND.7.FOOTER LOGS SHALL BE PER PROFILE OR AT ENGINEER'S DISCRETION.8.NO EXPOSED PORTION OF LOG SHALL PROTRUDE MORE THAN 12 THE LOG DIAMETER ABOVE THETHALWEG ELEVATION OF THE CHANNEL.9.RIFFLES WITH MULTIPLE LOGS SHALL ALTERNATE DIRECTION OF LOGS.10.LOGS MUST BE EQUALLY SPACED ALONG RIFFLE THALWEG.11.COIR FIBER MATTING TO BE TRENCHED INTO TOE OF BANK OR UNDER RIFFLE MATERIAL.PLAN VIEWA'ABURIED3 - 5'TYP1/2 BANKFULL WIDTHBANKFULL WIDTH70°-80°FL
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SCOUR POOLREFER TO PLANSFOR POOL DEPTH3' MIN2' MIN 3' MIN3' MIN3' MINNOTES:1.LOG SILL SHALL BE CONSTRUCTED WITH 1 FOOTER LOG AND 1 HEADER LOG AS SHOWN ONPLANS.2.PLACE HEADER SLIGHTLY FORWARD ON TOP OF THE FOOTER LOG ALLOWING FOR OVERHANG.3.LOG SILL SHOULD BE PLACED AT ANGLE OF 65°-75° FROM DIRECTION OF FLOW.4.ALL LOGS SHALL BE RELATIVELY STRAIGHT AND FREE FROM ROT OR DECAY.5.REFER TO PLANS FOR NUMBER AND PLACEMENT OF FOOTER LOGS.6.WHEN ONLY A HEADER LOG IS USED IT SHALL HAVE A MINIMUM DIAMETER OF 18 INCHES.7.WHEN A HEADER AND FOOTER LOG IS USED EACH LOG SHALL HAVE A MINIMUM DIAMETER OF12 INCHES.8.ALL STONE/AGGREGATES ARE TO BE UNWASHED PER NCDOT SPECIFICATIONS AND SHALL BEWELL MIXED PRIOR TO PLACEMENT.9.SUBSTRATE TYPE AND DEPTH SHALL BE PER THE TABLES ON SHEETS C-6.19 TO C-6.27 FORTRIBUTARY AD STORMWATER OUTFALL CONNECTIONS. AFTER SUBSTRATE IS PLACED, IT SHALL BEWASHED WITH CHANNEL SAND AND STONE TO FILL VOIDS.ANCHORBOULDERMIN DIAOF 12"TOP OF BANKANCHOR BOULDEROVERHANGCHANNEL SUBSTRATE ANDBACKFILL SHALL CONSIST OF 80%RIP RAP AND 20% #57 STONE.SCOURPOOLFOOTER LOG(FOOTER LOGS SHALL BE PER PROFILEOR AT ENGINEER'S DISCRETION)
SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSTJT/EEPEEPTJTTYPICAL STREAMSTRUCTURE DETAILSC-6.497/8/2019 4:19 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010G-500-DTL.DWG2C-6.49WOOD TOEN.T.SNOTES:1.MIX LAYERS OF SOIL WITH COARSE WOODY DEBRIS. (30% TO BE FROM LIVE MATERIAL OFNON-INVAISVE SPECIES).2.WRAP A LAYER OF TOPSOIL WITH COIR FIBER MATTING AND PLANT WITH LIVE STAKES PER THEPLANTING PLAN.3.REFER TO TEH WOOD TOE STRUCTURE TABLES FOR STRUCTURE START AND END STATIONS.STATIONS ARE ALONG THE PROPOSED CENTERLINE ALIGNMENT.4. WOODY DEBRIS SHALL NOT EXTEND INTO THE CHANNEL MORE THAN 2 FEET.5.NO WOOD MATERIALS SHALL BE DEAD OR ROTTING.6.COIR WRAPPED SOIL LIFTS SHALL HAVE A MAX HEIGHT OF 1.5 FT PER LIFT AND MULTIPLE LIFTSMAY BE REQUIRED TO CONSTRUCT THE BANKS TO THE REQUIRED DIMENSIONS.WOOD TOE SECTIONNOT TO SCALETOP OF BRUSH6" ABOVE LOW WATERBANKFULLBENCHBANKFULLBENCHSOILBACKFILL 12" MIN. DIA.FOOTER LOGSBRUSH FILLCROSS LIMBS8' (MIN)2'WOOD TOE PLANNOT TO SCALESTEP 1FOOTER LOGSSTEP 2CROSS LIMBSSTEP 3BRUSH FILLSTEP 4SOIL LIFTFLOW12'(MIN)-1'(MAX)CROSS LIMBS SET APPROX.PERPENDICULAR TOFOOTERS AND SOIL ADDEDTO FILL IN VOIDSPOOL EXCAVATEDBELOW BRUSH TOEBRUSH FILL ANGLEDUPSTREAM WITH SOILADDED TO FILL IN VOIDSBANKFULLBENCHBANK PROTECTION(SOIL LIFT)2' (MIN)BANKFULL 12" MIN. DIA. FOOTER LOGS ONAPPROX. 2' CENTERS AND ANGLED30° UPSTREAM18 IN. MIN.3C-6.47100 g/m2 COIR WRAPPED SOIL LIFTLIVESTAKEPLAN VIEW1/3BANK-SECTION A-ASECTION B-B1/2 BANKFULL ELEVATIONBANKFULL ELEVATIONFLOWWATER
2%-4% SLOPEAAB B FULL1/3BANK-FULL1/3BANK-FULLNOTES:1. FILTER FABRIC SHALL BE INSTALLED ON THE UPSTREAM SIDE OF THE LOG AT 1/4 LOG DIAMETER HEIGHT FROM THE TOP OF THE LOG.THE NAIL SPACING SHALL BE NO GREATER THAN 12 INCHES ON CENTER. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THECHANNEL, WRAP THE STRUCTURE AND THEN HAVE EXCESS MATERIAL CUT AND BURIED SO THAT NO FABRIC IS VISIBLE AT FINALGRADE.2. A HYDRAULIC EXCAVATOR, WITH A HYDRAULIC THUMB, SHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE SUPERVISIONOF THE ENGINEER.3. LOGS SHALL TIE IN TO THE BED AT 1/3 BANKFULL WIDTH FROM THE BANK. THE BOULDER HOOK SHALL BE PLACED IN THE CENTER1/3 OF THE CHANNEL. THE HEADER BOULDER IN THE CENTER OF THE CHANNEL SHALL MATCH THE ELEVATIONS SHOWN ON THEPROFILE.4. LOG VANE SHALL EXTEND FROM THE BED ELEVATION TO THE HEAD OF THE VANE TO A POINT AT 1/2 BANKFULL ELEVATION. THELOG VANE ARM HAS A SLOPE OF 2%-4%.5. ALL LOGS SHALL BE RELATIVELY STRAIGHT AND FREE FROM ROT OR DECAY. LOGS MUST HAVE A MINIMUM DIAMETER OF 12INCHES.7.ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR ENGINEER'S ONSITE CONSTRUCTION MANAGER.TOP OF BOULDERAT INVERT ELEV.ROCK SILLHEADERBOULDERFOOTERBOULDERBANKFULLHEADER LOG WITHSLIGHT OVERHANGTIE BOTH LOGSINTO STREAMBANKAT A MIN. OF 5 LFROOTWAD SHALLEXTEND INTO BANKA MIN. OF 10 LFROOTWAD INSTALLEDUNDER LOG VANEANCHOR BOULDERFOOTER LOGBACKFILL WITH UPSTREAMRIFFLE MATERIAL20-30 DEGFILTER FABRICMIN. 3 LF OF HEADER ANDFOOTER LOGS BURRIEDUNDER STREAMBEDBANKFULL WIDTHFILTER FABRICFOOTER LOGHEADER LOGROCK SILLSTREAM BEDSTREAMBANKSTREAMBEDHEADER AND FOOTERLOGS SHALL BEPLACED INTO THEEXISTING SUBSTRATEEX. GRADEPOINT BARFILTER FABRIC TO BE CUT ABOVENAILS SO THAT NO FABRIC ISEXPOSED AT FINISHED GRADEPCBACKFILL WITH UPSTREAMRIFFLE MATERIALSECTION C-CFILTER FABRICFOOTER LOGHEADER LOGSTREAM BEDFILTER FABRIC TO BE CUT ABOVENAILS SO THAT NO FABRIC ISEXPOSED AT FINISHED GRADEBACKFILL MATERIALSOIL BACKFILLLIVE STAKES (TYP.)CC3C-6.471C-6.49LOG VANE W/ BOULDER J-HOOKN.T.S3C-6.49CONSTRUCTED RIFFLE AT UTILITY CROSSINGN.T.STYPICAL SECTIONAPPROXIMATE BASEFLOW ELEVATIONBED WIDTHBANKFULL WIDTHINNER BERM TOPLOCATIONSUBSTRATEPER CONSTRUCTED RIFFLE AND RUN SUBSTRATE AND DEPTHSTA. 101+98 - 102+35STA. 106+23 - 106+80CLASS B RIP RAPDEPTH OF SUBSTRATE2'STA. 114+01 - 114+33STA. 127+07 - 127+68CLASS B RIP RAP2'STA. 128+66 - 129+10CLASS B RIP RAP2'STA. 133+94 - 134+09CLASS B RIP RAP2'STA. 147+35 - 147+53CLASS B RIP RAP2'STA. 157+55 - 157+70CLASS B RIP RAP2'STA. 201+16 - 201+50CLASS B RIP RAP2'PER CONSTRUCTED RIFFLE AND RUN SUBSTRATE AND DEPTHSUBSTRATE SIZEPER TABLEMIN. DEPTH OF SUBSTRATE(REFER TO TABLE)RIFFLEEND OF RIFFLE/HEAD OF RUNREFER TO PROFILE FOR STATIONAND ELEVATIONPOOLCONSTRUCTED RUN SUBSTRATE TO CONSISTOF 50% CLASS A AND 50% CLASS B RIP RAP.AFTER PLACEMENT, INTERSTITIAL VOIDSSHALL BE FILLED (WASHED IN) WITHSALVAGED CHANNEL SAND AND GRAVEL.2'REFER TO RIFFLE DETAIL FOR TYPEAND DEPTH OF SUBSTRATETAIL OF RUN/HEAD OF POOLREFER TO PROFILE FOR STATIONAND ELEVATIONVARIESBANKFULLBASE FLOW4C-6.49CONSTRUCTED RUNN.T.S
SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSTJT/EEPEEPTJTTYPICAL STREAMSTRUCTURE DETAILSC-6.507/8/2019 4:19 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010G-500-DTL.DWG1C-6.50CROSS VANEN.T.S3'-4'VANE LENGTHWBKF13 WBKF 13 WBKF13 WBKFC C'BB'INVERTCLASS BRIPRAPHEADERBOULDER (TYP.)FOOTER BOULDER(TYP.)SILL BOULDER(TYP.)20°2'PLAN VIEWSTREAMBEDINVERTCLASS BRIPRAPCROSS SECTION A-A'LIMITS OF EXCAVATIONEXISTING GROUNDFLOWBANKFULLDMAX POOLCROSS SECTION B-B'2-5%WBKF13 WBKFWeir Width = 13 WBKF13 WBKF3-4'3-4'EXISTINGGROUNDSELECT BACKFILLMATERIALSOIL BACKFILL(TYP.)LIMITS OF EXCAVATIONDMAX POOLFOOTERBOULDERSILL BOULDERHEADERBOULDERAA'BANKFULLCROSS SECTION C-C'2'STREAMBEDFOOTING BOULDER(TYP.)HEADERBOULDEREXISTING GROUNDLIMITS OF EXCAVATIONSELECT BACKFILLMATERIAL34 BKF ELEV.FLOW34 BKF ELEV.CHINKINGROCK (TYP.)BKF2-5%DMAXOFFSET 1.5'SCOUR POOL
SCOUR POOL3'-4'2' MIN.1.0'1.0'EXISTING GROUND VARIESNCDOT TYPE 2 GEOTEXTILE FABRIC2.5'311.5' MIN.12" MIN.NO. 57 STONEWHERE SLOPES ARE DISTURBED, SEED, MULCH, ANDCOVER USING 700 g/m2 COIR FIBER MATTING.2'CONTRACTOR SHALL ENSURE THAT EACH ROCK ISFIRMLY SET AND SUPPORTED BY LOWER BOULDEROR FOUNDATION SOIL. STABILIZATION OFFOUNDATION SOIL MAY BE REQUIRED IN SOMEAREAS.BANKFULL ELEVATION1/2 BANKFULL ELEVATIONSLOPE VARIESPROPOSED GRADE (SEE CROSS SECTIONS)FOOTER BOULDER TO BE PLACED 1' BELOWPROPOSED GRADE, AT A MINIMUM.1C-6.47 1.5' MIN.2' MIN.3' MIN.TYPICAL BOULDER DIMENSIONSN.T.S.3C-6.50BOULDER TOEN.T.SBANKFULL STAGECROSS-SECTIONEXISTING TOP OF BANKEXISTING CHANNELEXISTING TOP OF BANKBANK (BANKFULL)
PROPOSED TOP OF
PROPOSED CHANNELPLAN VIEWBANKFULL WIDTHMIN. 5 FT. WIDER THAN
EXISTING CHANNEL
SIDE SLOPE
SIDE SLOPE
SIDE SLOPECOIR MATTINGEXISTING GROUND10 FT.MINPROPOSED TOP OF
BANK (BANKFULL)
TOE OF
TOE OF
SIDE SLOPENOTES:1.BEFORE WRAPPING PLUG WITH COIR FIBERMATTING, MIX IN TOPSOIL AND TILL THEUPPER 4"-6" TO HELP VEGETATION TOESTABLISH.2.RAKE SOIL LEVEL AND ADD SEED ANDMULCH BEFORE INSTALLING COIR FIBERMATTING.3.ALL MATERIALS ARE TO BE APPROVED BYENGINEER OR ENGINEER'S ONSITECONSTRUCTION MANAGER.MIN. 5
FT.IMPERVIOUS SELECTMATERIALEXISTING GROUND4:1 SLOPEMIX IN TOPSOIL AND TILL AT4"-6" DEEPIMPERVIOUS SELECTMATERIAL1 FT. MIN. DEPTH BELOWEXISTING CHANNEL GRADE2C-6.50IMPERVIOUS PLUGN.T.S4C-6.50FORD CROSSINGN.T.SSECTION VIEWUNWOVEN GEOTEXTILE FABRICWBKFPROP. GRADE(TYP.)2' CLASS B RIPRAPIN CHANNEL BED1' CLASS A RIPRAPIN APPROACHES(TYP)WBED3:1 SLOPE (MAX.)EX. GRADE (TYP.)3:1

SLOPE
(MAX
.)
SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSTJT/EEPEEPTJTTYPICAL STREAMSTRUCTURE DETAILSC-6.517/8/2019 4:19 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010G-500-DTL.DWG1C-6.51BOULDER STEP WITH BRUSHN.T.SLCBOULDER STEP WITH BRUSHPLANNOT TO SCALEBOULDER STEP WITH BRUSHPROFILENOT TO SCALESTEP SPACING,REFER TO PROFILELENGTH VARIES, REFER TO PROFILESSTEP SPACING, REFER TO PROFILELENGTH VARIES, REFER TO PROFILESDROP VARIESREFER TO PROFILEBOULDER2' MIN. DIAMETER(TYP.)BRUSH MATERIAL TO BE MIXED WITH STONE.MIX TO CONSIST OF 20% LIMB/BRUSH, 50% RIPRAP, 20% 10" STONE, AND 10% ON-SITE SOIL.BOULDER2' MIN. DIAMETER(TYP.)BRUSHMATERIAL(TYP.)BOULDER STEP(TYP.)DMAXWTOBBOULDER STEP WITH BRUSHSECTION A-A'NOT TO SCALEAA'WTOBBOULDER2' MIN. DIAMETER(TYP.)VARIESSEE TYPICAL SECTIONSPROPOSED GRADE(REFER TO TYPICAL SECTIONS)BOULDER SILL,13 WTOBLIMB AND BRUSH4"-8" DIA, 6' LENGTH (TYP)TO BE FRESH CUT GREENMATERIALLIMB AND BRUSH4"-8" DIA, 4' LENGTH (TYP)TO BE FRESH CUT GREEN MATERIALFOOTER BOULDER(FOOTER SHALL BE PERPROFILE OR ATENGINEER'S DISCRETION)BOULDER SILL,13 WTOBBOULDER SILL,13 WTOBBOULDER SILL,13 WTOBDROP VARIESREFER TO PROFILEFOOTER BOULDER(FOOTER SHALL BE PER PROFILE ORAT ENGINEER'S DISCRETION)BACKFILL WITH 50% RIPRAP, 20% 10" STONE, AND10% ON-SITE SOILNOTE:1.ALL STONE/AGGREGATES ARE TO BE UNWASHED PER NCDOTSPECIFICATIONS AND SHALL BE WELL MIXED PRIOR TO PLACEMENT.2.RIP RAP TYPE AND DEPTH SHALL BE PER THE TABLES ON SHEETS C-6.19 TOC-6.27 FOR TRIBUTARY AND STORMWATER OUTFALL CONNECTIONS.BANKFULL ELEVATIONSECTION C-C'POOL WIDTHMAX. POOLDEPTHBANKFULL ELEVATIONSECTION B-B'CREST DEPTHPLAN VIEW* SEE REACH PROFILES FOR CREST INVERTS AND DROP HEIGHT ( Y) BETWEEN EACH STEPPROFILE - A-A'NOTES:1. BOULDERS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES. CHINK GAPS INBOULDERS WITH CLASS A RIPRAP.2. SET INVERTS AT ELEVATIONS SHOWN IN REACH PROFILE3. ALL STONE/AGGREGATES ARE TO BE UNWASHED PER NCDOT SPECIFICATIONS ANDSHALL BE WELL MIXED PRIOR TO PLACEMENT.4. SUBSTRATE TYPE AND DEPTH SHALL BE PER THE TABLES ON SHEETS C-6.19 TO C-6.27 FORTRIBUTARY AND STORMWATER OUTFALL CONNECTIONS. AFTER SUBSTRATE IS PLACED,IT SHALL BE WASHED WITH CHANNEL SAND AND STONE TO FILL VOIDS.STEP WIDTH1.5 X BANKFULL WIDTHWBKFSPACINGC'CA'AB'BSILLWIDTHFLOWFLOWCHANNEL SUBSTRATE SHALLCONSIST OFE 80% RIP RAPAND 20% #57 STONESURFACE BOULDERFILTER FABRICTHALWEGFILTER FABRICCHANNEL SUBSTRATEOR GRAVEL BACKFILLPOOLFOOTING BOULDERSSURFACE BOULDERSURFACE BOULDERCRESTINVERTFOOTINGBOULDERSURFACE BOULDERFOOTINGBOULDERWWEIRINVERTINVERTFLOWFILTER FABRICTHALWEGΔY2C-6.51ROCK STEPSN.T.SSECTION VIEWNOTES:1.ALL STONE/AGGREGATES ARE TO BE UNWASHED PER NCDOT SPECIFICATIONS AND SHALL BEWELL MIXED PRIOR TO PLACEMENT.2.SUBSTRATE TYPE AND DEPTH SHALL BE PER THE TABLES ON SHEETS C-6.19 AND C-6.27 FORTRIBUTARY AND STORMWATER OUTFALL CONNECTIONS. AFTER SUBSTRATE IS PLACED, IT SHALLBE WASHED WITH CHANNEL SAND AND STONE TO FILL VOIDS.EX. GRADEWTOBSUBSTRATE WIDTH TOTOP OF BANKSUBSTRATE AND BACKFILLSHALL CONSIST OF 80% RIPRAP AND 20% #57 STONE3C-6.51RIP RAP SWALEN.T.S
SEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LONG CREEKGREENWAYWT HARRIS BLVD TO I-77MECKLENBURG COUNTYPARK AND RECREATION10131092127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]License No. F-0672TREYBURN
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5LONG CREEKDIXONBRANCHCREEKMAP KEYNTSLONG CREEKVICINITY MAPPROJECTLIMITSTJT/EEPEEPTJTTYPICAL STREAMSTRUCTURE DETAILSC-6.527/8/2019 4:19 PM PADEN, ELIZABETH V:\1726\ACTIVE\172610010\03_DATA_DESIGN\03_CAD\DRAWING\SHEET_FILES\10010G-500-DTL.DWGBANKFULLSUBSTRATE SIZEPER TABLE 11' MIN.MIN. DEPTH OF SUBSTRATE(REFER TO TABLE 1)NOTES:1.TOP OF RIP RAP TO BE AT FINAL PROPOSED GRADE.2.RIP RAP TO BE PLACED TO DEPTH SHOWN IN TABLE 13.WASH PLACED RIP RAP WITH CHANNEL SAND AND STONE TO FILL VOIDS.TOP OF SUBSTRATE 6"ABOVE BASE FLOWTYPICAL SECTION1C-6.52ROCK TOEN.T.S2C-6.52VEGETATED SWALEN.T.SMATTING STAKING VIEW2' LONG 1" x 2" WOOD STAKESw/ 2" GALVANIZED ROOFING NAILAT THE TOP TO HOLD MATTING5' (TYP)6" MIN.HORIZONTALOVERLAP3.5'SECTION VIEW6" MIN.HORIZONTALOVERLAP(TYP)
3.5'
(TYP)
2' (TYP)2' (TYP)6" MIN.VERTICALOVERLAPNOTES:1.ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR ENGINEER'S ONSITE CONSTRUCTIONMANAGER.2.BEFORE INSTALLING COIR MATTING, TILL UPPER 3"-4" OF SOIL TO HELP VEGETATION TOESTABLISH. RAKE SOIL LEVEL AND ADD SEED AND MULCH (OR STRAW) BEFORE INSTALLINGCOIR FIBER MATTING. MINIMUM 2" OF MULCH OR STRAW.3.MATTING MUST HAVE GOOD CONTACT WITH SOIL. THE ENGINEER MAY REQUIRED ADDITIONALSTAKING IF ADEQUATE CONTACT IS NOT ACHIEVED.4.REFER TO PLANTING PLAN FOR PLANTING OF VEGETATED SWALES.700 g/m2 COIR FIBERMATTING2' LONG 1" x 2' WOOD STAKEw/ 2" GALVANIZED ROOFING NAILAT THE TOP TO HOLD MATTING (TYP.)EX. GRADEWTOBCOIR MATTING TO EXTEND 1 FT.BEYOND TOP OF BANKBACKFILL700 g/m2 COIR FIBER MATTING