20040589 Ver 2_Pre-Filing Meeting Request_20200918

ID#* 20040589
Version* 2
Regional Office* Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 9/18/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Meagan Jolly
[e-mail]
South Point Access Area
Duke Energy Carolinas, LLC
Gaston
Street Address
Address Line 2
aty
Fbstal / Zip Code
Is this a transportation project? * r Yes r No
State / Frovince / Region
Country
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - r- 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
W Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below.
FERC-Mandated recreational commitments and shoreline stabilization.
Buffer authorization for swim beach (water -dependent structure) will be
required as well.
Please give a couple of dates you are available for a meeting.
9/22/2020

9/21 /2020
9/25/2020
9/28/2020
9/29/2020
Please attach the documentation you would like to have the meeting about.
South Point Access Area - USACOE - 1 st
48.35MB
Submittal (3).pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature 11�ffyy
Submittal Date 9/18/2020
Reviewer Meeting Request Decision
Is a meeting Required?* lJ Yes G No

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SOUTH POINT ACCESS
AREA UPGRADES
199 BOAT LAUNCH ROAD
BELMONT, NORTH CAROLINA 28012
PERMIT SUBMITTAL
ISSUED DATE: JULY 2912020
COMPREHENSIVE RELICENSING AGREEMENT
10.27.21 WYLIE DEVELOPMENT - NORTH CAROLINA - FIRST FIVE YEAR PERIOD
10.27.21.4 South Point Access Area - All measures identified for this access
area in the proposed recreation management plan license article shall be
scheduled to occur during the first five-year period. The licensee shall market
to commercial operators an AAII lease for development of a multi -use
recreation area including, but not limited to, RV camping with bathhouse and
dump station, marine pump -out, trails, fishing pier and bank fishing, picnic
facilities, swimming area, restrooms, and additional paved parking. The lessee
shall be responsible for all site development and management and
maintenance of the new facilities except that any boating access facilities or
fishing piers developed at the site shall be maintained under the NCWRC
Maintenance Agreement described in paragraph 10.4.
If the access area is not leased, the licensee may, in accordance with
paragraph 10.24, change the implementation schedule in its RMP for the
measures included in the proposed recreation management plan license
article for this access area. The licensee shall be under no obligation to
provide RV camping, bathhouse, dump station, or marine pump -out.
NOTES:
1) South Point Access Area Upgrades, project number 1395-005 and FERC
project number 2232, is located at 199 Boat Launch Road, Belmont, NC 28012,
with coordinates of 35.1611°N,-81.0136°W and consisting of 70.0 acres.
SITE DATA
PROJECT NAME:
SOUTH POINT ACCESS AREA UPGRADES
SITE ADDRESS:
199 BOAT LAUNCH ROAD, BELMONT, NC, 28012
COUNTY:
GASTON
PARCEL PIN #:
194635, 193551
PARCEL OWNER:
DUKE ENERGY CORPORATION
PARCEL AREA:
68.64 AC
CURRENT ZONING:
R-1
EXISTING LAND USE:
BOAT RAMP
PROPOSED LAND USE:
ACCESS AREA
FLOOD PLAIN DATA:
FIRM# 3710359100L, 09.02.2015
RIVER BASIN:
LAKE WYLIE
CONSTRUCTION TYPE:
PRE -FABRICATED TIMBER AND CONCRETE
MAX BUILDING HEIGHT:
45'
PROPOSED BUILDING HEIGHT:
13'-3 11/16"
TOTAL LIMITS OF DISTURBANCE::
6.52 AC/ 284,18 SF
EXISTING IMPERVIOUS AREA:
2.72 AC
PROPOSED IMPERVIOUS AREA:
1.73 AC/ 75,622 SF
PARKING DATA:
PROPOSED ASPHALT PARKING
REQUIRED PARKING:
PROPOSED STANDARD PARKING:
PROPOSED ACCESSIBLE PARKING
TOTAL PARKING:
N/A
98
7
105 SPACES
UTILITIES IMPROVEMENTS QTY
(3) VAULT TOILETS APPROVED BY GASTON COUNTY ENVIRONMENTAL HEALTH ON 5/19/2020
CLIENT CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE - GEOMATICS - GEOTECHNICAL WETLAND CONSULTANT
(,DUKE
ENERGY.
DUKE ENERGY
526 S. CHURCH STREET
CHARLOTTE, NC 28202
CONTACT: JAY McMULLEN
980.373.0447 (T)
[e-mail]
r�
AA
STEWART
101 N. TRYON STREET FIRM LICENSE #: C-1051
SUITE 1400 www.stewartinc.com
CHARLOTTE, NC 28202 PROJECT #: L20027
T 704.334.7925
STEWART INC. - CIVIL STEWART INC. - LANDSCAPE ARCHITECTURE STEWART INC. - GEOMATICS
CONTACT: JEFF D. ODEN, PE, CONTACT: EMILY MICHELLE BLACKWELL, PLA, CLARB, ASLA CONTACT: FRANK G. MUNDY, II, PLS
CIVIL ENGINEER PROJECT MANAGER DIRECTOR OF GEOMATICS
704.909.3506 (T) 704.909.3512 (T) 919.866.4806 (T)
[e-mail] [e-mail] 919.380.8752 (F)
[e-mail]
STEWART INC. - GEOTECHNICAL
CONTACT: DON BROWN, PE
MANAGER OF CONSTRUCTION SERVICES
919.866.4842 (T)
919.380.8752 (F)
DBROWN@STEWARTI NC. COM
N WETLANDS
a4wa2 WATE:F:ZS
WETLANDS & WATERS, INC.
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
CONTACT: CHRIS HUYSMAN
704.773.4239 (T)
[e-mail]
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C0.00
COVER SHEET
C0.10
GENERAL NOTES
C1.00
EXISTING CONDITIONS PLAN
C1.10
EXISTING CONDITIONS DESIGN SURVEY - EXISTING DRIVE
C1.11
DESIGN SURVEY - EXISTING DRIVE
C1.12
DESIGN SURVEY - BOAT AREA
C2.00
OVERALL DEMOLITION PLAN
C2.01
DEMOLITION PLAN - NORTH ENLARGEMENT
C2.02
DEMOLITION PLAN - CENTER ENLARGEMENT
C2.03
DEMOLITION PLAN - SOUTH ENLARGEMENT
C2.04
DEMOLITION PLAN - BOAT AREA ENLARGEMENT
C3.00
OVERALL SITE PLAN
C3.01
SITE PLAN - NORTH ENLARGEMENT
C3.02
SITE PLAN - CENTER ENLARGEMENT
C3.03
SITE PLAN - SOUTH ENLARGEMENT
C3.04
SITE PLAN - BOAT AREA ENLARGEMENT
C4.00
EROSION CONTROL NOTES
C4.01
OVERALL EROSION CONTROL PLAN
C4.02
EROSION CONTROL PLAN (PHASE 1) NORTH ENLARGEMENT
C4.03
EROSION CONTROL PLAN (PHASE 1) CENTER ENLARGEMENT
C4.04
EROSION CONTROL PLAN (PHASE 1) SOUTH ENLARGEMENT
C4.05
EROSION CONTROL PLAN (PHASE 1) BOAT AREA ENLARGEMENT
C4.06
EROSION CONTROL PLAN (PHASE 11) NORTH ENLARGEMENT
C4.07
EROSION CONTROL PLAN (PHASE 11) CENTER ENLARGEMENT
C4.08
EROSION CONTROL PLAN (PHASE 11) SOUTH ENLARGEMENT
C4.09
EROSION CONTROL PLAN (PHASE 11) BOAT AREA ENLARGEMENT
C5.00
OVERALL GRADING & STORM DRAINAGE PLAN
C5.01
ENLARGED GRADING & STORM DRAINAGE PLAN
C5.02
ENLARGED GRADING & STORM DRAINAGE PLAN
C5.03
ENLARGED GRADING & STORM DRAINAGE PLAN
C5.04
ENLARGED GRADING & STORM DRAINAGE PLAN
C5.31
POST - DEVELOPMENT DRAINAGE AREA MAP
C5.30
INLET AREA DRAINAGE MAP
C9.00
SITE DETAILS
C9.01
SITE DETAILS
C9.02
SITE DETAILS
C9.03
SITE DETAILS
C9.04
SITE DETAILS
C9.05
SITE DETAILS
C9.06
SITE DETAILS
C9.10
EROSION CONTROL DETAILS
C9.11
EROSION CONTROL DETAILS
C9.20
GRADING & DRAINAGE DETAILS
C9.21
GRADING & DRAINAGE DETAILS
C9.22
GRADING & DRAINAGE DETAILS
C9.23
STORMWATER DETAILS
C9.24
STORMWATER DETAILS
L2.00
OVERALL LANDSCAPE PLAN
L2.01
LANDSCAPE PLAN - NORTH ENLARGEMENT
L2.02
LANDSCAPE PLAN - CENTER ENLARGEMENT
L2.03
LANDSCAPE PLAN - SOUTH ENLARGEMENT
L2.04
LANDSCAPE PLAN - BOAT AREA ENLARGEMENT
L3.00
LANDSCAPE DETAILS
L3.01
LANDSCAPE DETAILS
S0.01
GENERAL NOTES, ABBREVIATIONS, AND SYMBOL LEGEND
S1.00
OVERALL SITE PLAN
S3.00
STRUCTURAL SECTIONS AND DETAILS
S3.01
WOOD PIER FRAMING PLANS AND DETAILS
S3.02
WOOD PIER FRAMING PLANS
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FS&c WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
T
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
COVER SHEET
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: TM C0.00
Approved by: EMB

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GENERAL NOTES:
SITE NOTES:
UTILITY NOTES:
SIGNAGE, STRIPING AND MARKING NOTES:
1.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATE
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE
1.
UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE -CAST CONCRETE STRUCTURES.
1.
ALL INTERNAL SIGNAGE SHALL BE COORDINATED WITH OWNER FOR ACTUAL LOCATION AT TIME OF
CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL
CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL
INSTALLATION. SIGNAGE LEADING ONTO PUBLIC THOROUGHFARE SHALL BE INSTALLED AT RIGHT OF WAY
GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS
ALSO BE RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND
2.
THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND UTILITIES (WATER,
PER DOT STANDARDS
AND SPECIFICATIONS.
ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.
SEWER, STORM, ELECTRICAL, GAS, OR OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THE
UTILITY CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICES
2.
ALL PAVEMENT STRIPING (EXCEPT INDIVIDUAL PARKING BAY STRIPING) SHALL BE THERMOPLASTIC
2.
EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART , UNLESS
2.
THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINT LOCATIONS, AND INLAY
TO WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION POINT.
REFLECTIVE PAINT. MATERIALS AND DIMENSIONS SHALL CONFORM TO NCDOT STANDARDS AND
OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS
SPECIFICATIONS NEAR BUILDINGS AND IN COURTYARDS. CONTRACTOR SHALL PROVIDE JOINTS IN
SPECIFICATIONS. PARKING BAY STRIPING SHALL BE WHITE REFLECTIVE PAINT.
PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S
WALKWAYS AND HARDSCAPE PER DETAILS OR AS INDICATED ON LANDSCAPE/HARDSCAPE PLAN SHEETS.
3.
THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS
STEWART
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
DURING CONSTRUCTION TO ENSURE SMOOTH TRANSITION BETWEEN DISCIPLINES.
3.
CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN
3.
ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE VIA BOAT LAUNCH ROAD OFF OF S POINT ROAD UNLESS
ACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL
OTHERWISE APPROVED IN WRITING FROM THE OWNER'S REPRESENTATIVE FOR AN ALTERNATE POINT OF
4.
THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTERRUPTIONS WITH OWNER'S
MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL
ACCESS.
REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO BEGINNING WORK.
PERPENDICULAR TO THE ROADWAY / DRIVE LANE.
CHARLOTTE, NC 28202 www.stewartinc.com
L2.co 7
T 704.334.7925 PROJECT #: L20027
PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS
THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION
4.
ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OF
5.
THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC RIGHT OF WAY PRIOR TO
4.
ADA SYMBOLS SHOWN THESE DRAWINGS ARE FOR LOCATION PURPOSES ONLY AND NOT INTENDED TO BE
Client:
OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S
CURB UNLESS OTHERWISE NOTED.
RECEIPT AND COMPLIANCE WITH ALL APPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONTRACTOR
PAINTED. CONTRACTOR RESPONSIBLE FOR INSTALLING ALL REQUIRED ADA SIGNAGE
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE STARTED
SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC CONTROL DURING ALL
WITHOUT ALL UTILITIES BEING LOCATED.
5.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO
WORK INSIDE THE PUBLIC RIGHTS OF WAY.
THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.
DUKE
4.
ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE
6.
THE CONTRACTOR SHALL NOT RE -USE ANY FIRE HYDRANT REMOVED AS PART OF THIS PROJECT. ANY
LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE
6.
ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.
FIRE HYDRANT SHOWN TO BE REMOVED OR RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT
RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S
MEETING THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.
�, ENERGY®
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
7.
ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERN AND SHALL BE
COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. REFER TO LAYOUT DRAWINGS.
5.
EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE
7.
ALL EXISTING SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN
LANDSCAPE
NOTES:
DUKE ENERGY
RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE
8.
ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.
THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
PROJECT MANAGER: JAY McMULLEN
AT THE CONTRACTOR'S EXPENSE.
AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS OF EXISTING
526 S. CHURCH STREET, CHARLOTTE, NC 28202
9.
ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN
UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL
1.
SEE SHEET C0.10 FOR GENERAL NOTES.
[phone]
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS,
FIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL SUB -SURFACE
2.
VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE OWNER'S
Consultants:
CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.
10.
CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEP
CONDITIONS REFERENCED IN THESE PLANS PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY.
REPRESENTATIVE PRIOR TO PLANTING.
DRAWINGS AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES
7.
THE CONTRACTOR SHALL MAINTAIN "AS -BUILT" DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING
OR CONFLICTS.
3.
LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY OF ALL PLANTING MATERIALS
PRIOR TO CONCEALMENT, VALVE AND MANHOLE CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES.
11.
ALL CURB TAPERS ARE SIX (6') FEET LONG UNLESS OTHERWISE SHOWN ON PLAN.
WITHIN THE PROJECT AREA.
DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTED
8.
ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE, WHERE ELEVATIONS
THROUGHOUT THE PROJECT FOR RECORD KEEPING.
12.
WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACE
ARE NOT GIVEN AT POINTS OF EXISTING UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED
4.
THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL EXISTING AND NEW UNDERGROUND
W ETLA.N a 5
OF THE EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTING
BY THE CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES ARE EXPOSED, THEIR
UTILITIES PRIOR TO EXCAVATION FOR PLANTING. DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE OPERATION
& WATERS
8.
IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE
PAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY.
LOCATIONS AND ELEVATIONS SHALL ALSO BE REPORTED TO THE ENGINEER.
SHALL BE CORRECTED BY THE LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER.
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S
REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT
13.
WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES THE WALKWAY SHALL BE A MINIMUM
9.
UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF
5.
LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON THE SITE.
WETLANDS & WATERS, INC.
THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.
6.5' WIDE AS MEASURED FROM THE FACE OF CURB.
PARKING AREA, DRIVES, CURB AND GUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS
CHRIS HUYSMAN
PLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS (ASPHALT / CONCRETE) CONDUIT
6.
ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE AMERICAN STANDARD FOR NURSERY STOCK.
328 EAST BROAD STREET, SUITE D
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO
14.
MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20 AND CROSS SLOPES
SHALL BE INSTALLED FOR THE "FUTURE" UTILITY INSTALLATION.
STATESVILLE, NC 28677
COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE
CANNOT BE GREATER THAN 1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN ALL
7.
TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND
704-773-4239
COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.
DIRECTIONS.
10.
AS -BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM LOCAL JURISDICTION OR
DISTURBANCE OR ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH
ENGINEER THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC
ENGLISH AND SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
10.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
15.
SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLES.
FORMAT (CAD / PDF) PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR SHOWING ALL
PROTECTORA PARA LOS ARBOLES."
Vicinity map:
MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT
UTILITY INSTALLATION. HORIZONTAL AND VERTICAL INFORMATION SHALL BE PROVIDED FOR WATER,
SITE ON A DAILY BASIS.
16.
THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF
SEWER, STORM INCLUDING ALL STRUCTURES, VALVES, HYDRANTS, AND OTHER APPURTENANCES.
8.
PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING
OCCUPANCY OR PROJECT APPROVAL
GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE
85
11.
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS
OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
17.
HANDICAP RAMPS SHALL BE INSTALLED PER LATEST EDITION OF THE NC BUILDING CODE AND ANSI 117.11
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK
ORE
ACKSON
WITH DETECTABLE WARNING DOMES WITH A COLOR CONTRAST OF 70% MINIMUM. SEE DETAILS AND
AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE
WY
12.
ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIRE FIGHTING APPARATUS (85,000
GRADING SPOT ELEVATIONS, IF THE EXISTING CONDITIONS PRECLUDE THE ABILITY TO PROVIDE A MAXIMUM
OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
LBS) DURING ALL PHASES OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS BEGUN.
SLOPE 1/12 FOR 6-FEET OR A MAXIMUM CROSS SLOPE OF 1:48 AND A 36" MINIMUM LANDING, THE
PROTECTED AREA.
N
CONTRACTOR SHALL NOTIFY ENGINEER OR OWNER REPRESENTATIVE PRIOR TO INSTALLATION.
o
9.
SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL.
ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL &
LAKE w g�vo
WYLIE
EXISTING CONDITION NOTES:
MATERIALS
AND FURNISHINGS NOTES:
10.
DEBRIS REGARDLESS OF SIZE ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING.
ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL.
1.
THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF THE
1.
ABBREVIATIONS FOR SPECIFIC HARDSCAPE MATERIALS AND FURNISHINGS ARE LISTED IN THE LEGEND
SITE
PROPERTY AND ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.
AND ARE USED THROUGHOUT THE DRAWING SET'S HARDSCAPE & FURNISHINGS PLANS, PAVING PATTERN
11.
SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR HARDWOOD TREES ACCORDING TO NCDA
PLANS AND SITE DETAILS.
PROCEDURES. SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR ALTERNATE COMPLIANCE.
2.
HORIZONTAL DATUM IS NAD 83-2011 AND VERTICAL DATUM IS NAVD88.
2.
REFER TO RELATED SPECIFICATION SECTION FOR SPECIFIC SUBMITTALS OF PRODUCT DATA, SAMPLES,
12.
SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT
NORTH
3.
THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.
SHOP DRAWINGS, QUALITY ASSURANCE REQUIREMENTS, EXECUTION REQUIREMENTS, AND FOR
CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME OF
NOT TO SCALE
FURTHER PRODUCT INFORMATION NOT INCLUDED IN THIS SCHEDULE
BACKFILL SHOULD BE AMENDED WITH UP TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE NO LARGER THAN
4.
SURVEY INFORMATION BASED ON FIELD SURVEY BY MCKIM & CREED COMPLETED ON FEBURARY 27, 2014.
WHAT PASSES THROUGH A ONE INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL DUE TO
Seal:
ADDITIONAL FIELD SURVEY WAS PROVIDED BY STEWART ON 04.22.2020 FOR THE AREAS OUTLINED ON
3.
CONTRACTOR TO SUBMIT COLOR SAMPLES AND PROVIDE MOCK-UPS FOR ALL CAST IN PLACE CONCRETE
DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE SOIL SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL SOIL TO
SHEETS C1.10, C1.11, C1.12.
FOR APPROVAL BY LANDSCAPE ARCHITECT.
BE APPROVED BY LANDSCAPE ARCHITECT. MAXIMUM SAUCER HEIGHT IS 6 INCHES.
PRELIMINARY - DO NOT
5.
TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY.
13.
TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING GRADE.
USE FOR CONSTRUCTION
6.
WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT AND WERE DELINEATED BY WETLANDS & WATERS.
14.
FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY 1/3 TOTAL HEIGHT OF ROOT BALL.
PLASTIC FIBER BURLAP AND WIRE BASKETS SHOULD BE REMOVED TO 2/31S OF TOTAL HEIGHT OF ROOT BALL.
15.
CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY
PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE
PAVING PATTERN NOTES:
ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE REMOVED BY CONTRACTOR AT END OF ONE YEAR WARRANTY
PERIOD OR AS DIRECTED BY GROUNDS MANAGEMENT.
1.
END ALL UNIT PAVING PATTERNS WITH A FULL OR HALF SIZE PAVER UNLESS OTHERWISE NOTED. USE
OVERSIZE PAVERS WHERE PATTERN ENDS ON A UNIT SMALLER THAN HALF SIZE.
16.
USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT UNDER IRRIGATION. INCORPORATE
TERRA -SORB (OR EQUAL) AS PER MANUFACTURERS RECOMMENDATIONS, FOR AREAS NOT UNDER IRRIGATION.
DEMOLITION NOTES:
GRADING AND STORM DRAINAGE NOTES:
2.
LAYOUT OF UNIT PAVING PATTERNS AND CONCRETE JOINTS AS INDICATED ON THIS PLAN. REFERENCE
17.
USE "BIO-BARRIER" OR EQUIVALENT ACCORDING TO MANUFACTURER'S RECOMMENDATION FOR TREES THAT WILL
BE PLANTED WITHIN 10' OF PAVEMENT
1.
THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST COLD JOINT OR SAW CUT TO
1.
CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO
LAYOUT PLANS FOR FURTHER PAVING LAYOUT INFORMATION.
OBTAIN A CLEAN EDGE.
BEGINNING CONSTRUCTION OPERATIONS.
18.
LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A
3.
PAVERS ABUTTING TRUNCATED DOMES SHALL BE A CONTRASTING COLOR.
CERTIFICATE OF COMPLIANCE.
2.
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT (WHERE REQUIRED) TO OBTAIN A CLEAN EDGE.
2.
THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT EXCEED 5.0%, UNLESS
OTHERWISE NOTED ON THE PLANS, AND SHALL NOT EXCEED A 2.0% CROSS SLOPE. HANDICAP RAMPS
4.
ALIGN ALL TRUNCATED DOME PAVER JOINTS WITH ABUTTING PAVER JOINTS.
19.
SHORELINE STABILIZATION PLANTINGS SHOULD BE SELECTED FROM DUKE ENERGY'S PLANT RECOMMENDATION LIST AND
3.
CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE
INDICATED ON PLANS SHALL BE A MAXIMUM OF 1/12 SLOPES WITH A MAXIMUM RISE OF 30" BETWEEN
PLANTED BASED ON A SITE EVALUATION AT TIME OF CONSTRUCTION. AREAS MARKED ON THIS PLAN INDICATE
PROTECTED FROM DAMAGE AND RAISED TO BE FLUSH WITH NEW GRADE.
LANDINGS. NON -CURB CUT RAMPS SHALL HAVE HANDRAILS AND GUARDS PER DETAILS WITH 5' LANDINGS AT
SHORELINES NEEDING STABILIZATION DURING TIME OF CONSTRUCTION DOCUMENTATION ONLY. ADDITIONAL
THE BOTTOM AND TOP OF RAMP.
5.
PROVIDE CONTINUOUS EXPANSION JOINTS BETWEEN BACK OF CURB AND ADJOINING PAVEMENT.
STABILIZATION ACCESS MAYBE NEEDED AT TIME OF CONSTRUCTION. CONTACT DUKE ENERGY LAKE MANAGEMENT
4.
ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE
BEFORE PLANTING AT 704.382.8086.
UTILITY PROVIDER. CONTRACTOR IS RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION WITH
3.
ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE SPECIFIED.
6.
PROVIDE CONTINUOUS EXPANSION JOINT BETWEEN ALL VERTICAL SURFACES AND ADJOINING PAVEMENT.
THE RESPECTIVE UTILITY AGENCIES.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY CONSTRUCTED STORM
7.
ALL DIMENSIONS MEASURED TO CENTERLINE OF JOINTS.
5.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO BEGINNING DEMOLITION OPERATIONS.
DRAINAGE IMPROVEMENTS AND RECEIVING STORM DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT AND
NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE [phone]) AT LEAST 48 HOURS PRIOR TO START OF
DEBRIS. PRIOR TO OWNER ACCEPTANCE OF SYSTEM, THE CONTRACTOR SHALL COORDINATE AND PROVIDE
8.
ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.
DEMOLITION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT
A VISUAL OBSERVATION VIDEO OF ALL STORM DRAINAGE IMPROVEMENTS 121, AND LARGER. THE VISUAL
PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."
OBSERVATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. THE
Project:
CONTRACTOR SHALL PROVIDE A DIGITAL FILE OF THE ENTIRE DRAINAGE VISUAL OBSERVATION.
9.
ALL ANGLES 90 DEGREES UNLESS OTHERWISE NOTED.
6.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL BE PERFORMED IN
ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.
5.
PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY THE CONTRACTOR SHALL PROVIDE THE
10.
ALIGN ALL JOINTS, CORNERS AND EDGES AS SHOWN.
SOUTH POINT
OWNER WITH THE VIDEO INSPECTION OF THE STORM SEWER SYSTEM. (BOTH PUBLIC AND PRIVATE). THIS
7.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS
SUBMITTAL MAY NEED TO BE REVIEWED AND ACCEPTED BY THE LOCAL JURISDICTION PRIOR TO THE
ISSUANCE OF THE BUILDING CO.
11.
FINAL LAYOUTS TO BE APPROVED BY LANDSCAPE ARCHITECT.
ACCESS AREA
DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.
8.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF -SITE UNLESS OTHERWISE NOTED
6.
REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF CONSTRUCTION
UPGRADES
ON THIS PLAN.
7.
INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF STRUCTURES, UTILITIES,
SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
9.
REFER TO LANDSCAPE AND EROSION CONTROL DRAWINGS FOR TREE PROTECTION PLAN AND REQUIREMENTS.
MOVEMENT, UNDERMINING, AND WASHOUT.
Issued for:
10.
ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL JURISDICTIONAL CODES OR
8.
INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS AND PREVENT PONDING.
REQUIREMENTS.
9.
TIE ROOF LEADERS WHERE POSSIBLE TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO FIELD VERIFY
PERMIT SUBMITTAL
11.
TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION
LOCATE AND INSTALL WHERE POSSIBLE OR AS SHOWN ON PLANS. WHERE ROOF LEADERS DAYLIGHT AT
GRADE A SPLASH BLOCK APPROVED BY THE OWNER'S REPRESENTATIVE SHALL BE INSTALLED.
12.
EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO BEGINNING DEMOLITION.
No. Date Description
10.
MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL NOT EXCEED 2% IN ANY
____ ----
13.
ITEMS DESIGNATED TO BE SALVAGED AND/OR RE -USED SHALL BE REMOVED BY THE CONTRACTOR AND PROVIDED
DIRECTION.
TO THE OWNER. COORDINATE STORAGE LOCATION WITH OWNER'S REPRESENTATIVE.
---- ---- ----
11.
PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY PROFILES SHALL BE USED IN
14.
WHERE UTILITIES ("TO BE REMOVED") IMPACT THE FOOTPRINT OF THE NEW BUILDING, THE CONTRACTOR SHALL
CASE OF DISCREPANCY.
---- ---- ----
EXECUTE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF THE PIPE, AND 1 FOOT BELOW. CLEAN
---- ----
SUITABLE SOIL SHALL BE UTILIZED FOR BACKFILL AND COMPACTED IN ACCORDANCE WITH THE CONTRACT
12.
PLACE BACKFILL AND FILL MATERIALS IN LAYER NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL
----
DOCUMENTS.
COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR
---- ---- ----
MATERIAL COMPACTED BY HAND -OPERATED TAMPERS. PLACE BACKFILL AND FILL MATERIALS EVENLY ON
-
15.
DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE PIPING SHALL BE PERFORMED IN SUCH A
ALL SIDES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.
---- ----
MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE SYSTEM.
COMPACT SOIL TO NOT LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698
---- ---- ----
PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE PATTERNS DURING CONSTRUCTION.
FOR EACH LAYER OF BACKFILL OR FILL MATERIAL UP TO TWO FEET OF FINISHED GRADE. COMPACT SOIL TO
---- ----
NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH LAYER
16.
DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER, SEWER, ETC) SHALL BE PERFORMED IN
OF BACKFILL OR FILL MATERIAL FOR THE FINAL TWO FEET.
SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT OR MINIMIZE SERVICE
INTERRUPTION TO EXISTING FACILITIES TO REMAIN. PROVISIONS SHALL BE MADE TO MAINTAIN SERVICE DURING
13.
SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE NOT LESS THAN 1/20
Title:
CONSTRUCTION.
AWAY FOR MINIMUM DISTANCE OF 10 FEET. ALTERNATIVE METHOD SHALL BE PROVIDED TO DIVERT WATER
AWAY FROM FOUNDATION VIA SWALES SLOPED AT A MINIMUM OF 2% OR IMPERVIOUS SURFACES SLOPED
17.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES TO THE EXISTING DRIVEWAY, PARKING
AWAY A MINIMUM OF 2% AWAY FROM BUILDING.
LOT, SIDEWALK AND CURB AND GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. CONTRACTOR
SHALL MAINTAIN A PRE -CONSTRUCTION VIDEO OR PHOTO DOCUMENTATION TO SHOW NO DAMAGES OCCURRED.
GENERAL NOTES
14.
CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS, VALVES, ETC. AS
REQUIRED TO MEET NEW FINISHED GRADES.
18.
ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT SCHEDULED TO BE DEMOLISHED AND ARE
DAMAGED BY THE CONTRACTOR AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
15.
CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STORMWATER FLOW TO KEEP WATER FROM
POOLING ALONG CURBS AND WALLS.
19.
WHERE UTILITIES ARE SHOWN TO BE "REMOVED", CONTRACTOR SHALL INCLUDE NECESSARY PLUG OR VALVES TO
ENSURE UTILITY LINES TO REMAIN WILL CONTINUE TO BE IN SERVICE. COORDINATE NECESSARY SHUT DOWN AND
16.
TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE TOP OF THE CAP, UNLESS OTHERWISE NOTED.
Project number: L20027 Sheet #:
REMOVAL WITH THE LOCAL JURISDICTION OR UTILITY OWNER.
17.
BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE.
Issued Date: 07.29.2020
20
SHALL INGRESS / EGRESS TO ALL TING BUILDINGS, PARKING LOTS, AND
T
DraTM
Co. O
DESTRIAN ANRTRAIVE
PATHS OF PER THROUGHOUT THE CONSTRUCTION PERIOD
Approved by: EMBDESTRIAN

National Flood Hazard Layer FI RMette
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AREA FIELD SURVEYED
BY STEWART
AREA FIELD SURVEYED
BY STEWART
ZD_
00,
SOUTH POINT SITE
IMC Job No. 2014-012
0 250 500 1,000 1,500 2,000
NOTE:
BASE FLOOD ELEVATION (100 YEAR -FLOOD) IS 571'.
. .—,www
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD With BFE or Depth zone AE, AO, AH, Ve, AR
HAZARD AREAS Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
Future Conditions 1%Annual
Chance Flood Hazard zone x
Area with Reduced Flood Risk due to
ITHER AREAS OF Levee. See Notes. zone x
FLOOD HAZARD Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zonex
Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone o
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES I r r r r r r Levee, Dike, or Floodwall
s zo.z Cross Sections with 1%Annual Chance
17•5 Water Surface Elevation
o- - - Coastal Transect
—513— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
-- --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available N
No Digital Data Available
MAP PANELS Unmapped 1-7
Q The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 3/10/2020 at 2:57:12 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
t�
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
(� DUKE
ENERGY:.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
4 y&�,
VETLAN DS
4 WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NT
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
0 30 60 120
SCALE. 1 - 60, NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
This map was produced by photogrammelric methods
---- ---- ----
Typ. Water Elevation
from aerial photography in accordance with National
Mop Accuracy Standards for 1"=40' scale mapping with
---- ---- ----
Full Pond Elevation
1' contours as published by the USGS. Plonimelric and
lopogrophic features that lie in areas delineated as
---- ---- ----
Existing Treeline
"OBSCURE" may not adhere to National Map Accuracy
—
Standards. Ninety-five (95) percent of au contours on
---- ---- ----
Underground Electric
clear unobscured ground will be correct to within
Fence
x- x
one-half (112) of the contour interval. The remaining
five (5) percent will not exceed error of more than
Corrugated Metal Pipe
the contour interval. Doshed-line contours shall have
on accuracy with respect to true elevation of one
Title:
Telephone Pole/Tronsformer
I]
contour interval or one-fourth (1/4) the average
height of the ground cover, whichever is greater.
Existing Tree
Ninety (90) percent of all spot elevations on clear
Sign
n
unobscured ground will be correct to within twenty-five
(25) percent of the specified contour interval, and
Light Pole
none will in error by more than fifty percent
of that contour percent interval. Ninety-five (95) percent of
EXISTING
Trash Receptacle Pad
all visible plonimelric features shall be within
one -fortieth (1/40) of on inch, at map scale, of their
correct coordinate positions. No such well defined
CONDITIONS
PLAN
lectures Shall be in error by more than one -twentieth
(1/20) of an inch.
ZONING: COMMERCIAL
(GASTON COUNTY WILDLIFE CLUB)
Scale: 1" = 40'
0' 20' 40'
Contour Interval: 1 Fool
Dote of Photography: February 22, 2014
Scale of Photography: 1"=330'
Project number: L20027
Issued Date: 07.29.2020
Drawn by: ----
Approved by: ----
Sheet #:
C1.00

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AREA FIELD SURVEYED
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ter,
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000
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
., ENERGY:.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
iara& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NT
NOT TO SCALE
Seal:
PRELIMINARY — DO NOT
USE FOR CONSTRUCTION
0 30 60 120
SCALE. 1 = 60, NORTH
Project:
SOUTH POINT
ACCESS AREA
Issued for:
UPGRADES
PERMIT SUBMITTAL
No. Date Description
- AREA FIELD SURVEYED
BY STEWART
LEGEND
SOUTH POINT SITE
- ---- ----
---- ---- ----
IMC Job No. -
Typ. Water Elevation
This map was produced by phologrommetric methods
from aerial photography in accordance with National
Mop Accuracy Standards for 1"=40' scale mopping with
- ---- ----
---- ---- ----
Full Pond Elevation
1' contours as published by the USGS. Plonimelric and
topographic features that lie in areas delineated as
---- ---- ----
Existing Treetne
"OBSCURE" may not adhere to National Map Accuracy
Underground Electric
Standards. Ninety-five (95) percent of oil contours on
clear unobscured ground will be correct to within
---- ---- ----
Fence
one-half (1/2) of the contour interval. The remaining
five (5) percent will not exceed error of more than
Corrugated Metal Pipe
Telephone Pole/Transformer i�
Existing Tree
the contour inlervol. Dashed -line contours shall have
on accuracy with respect to true elevation of one
contour interval or one-fourth (1/4) the average
height of the ground cover, whichever is greater.
Ninety (90) percent of oil spot elevations on clear
Title:
Sign a
Light Pole
Trash Receptacle Pod 0
(257pured ground will correct to within twenty-five
(25) percent of the specified contour interval, and
none will be in error by more than fifty (50) percent
of thol contour interval. Ninety-five (95) percent of
all visible pla1ic features shot within
h 140) 01 an inch, 01 map stole, 01 their
one-fortiet(/40m
EXISTING CONDITIONS
DESIGN SURVEY -
correct coordinate positions. No such well defined
feotures shall be in error by more than one -twentieth
(1/20) of on inch.
EXISTING DRIVE
Scale: 1" = 40'
ZONING: COMMERCIAL
° a°'
Contour Interval: 1 Fool
(GASTON COUNTY WILDLIFE CLUB)
Date of Photography: February 22. 2014
Project number: L20027 Sheet#:
Scale of Photography: 1"=330'
Issued Date: 07.29.2020
Drawn by: ??? C1.10
Approved by: ???

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ZONING:
COMMERCIAL
(GASTON COUNTY
WILDLIFE CLUB)
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FSac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal:
PRELIMINARY — DO NOT
USE FOR CONSTRUCTION
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
DESIGN SURVEY -
EXISTING DRIVE
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: C 1 � 11
Approved by: ---

77
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STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
., ENERGY:.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
&. WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
DESIGN SURVEY - BOAT
I AREA
Project number: L20027
Issued Date: 07.29.2020
Drawn by: ---
Approved by: ---
Sheet #:
C1.12

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DEMOLITION LEGEND:KEY ,
NOTE SYMBOL DESCRIPTION DETAIL
REFERENCE
1❑ REMOVE VEGETATION N/A
8/C9.11
TP TREE PROTECTION FENCE
C2.04 LIMITS OF DISTURBANCE N/A
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
/v
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND DEMOLITION NOTES.
Client:
DUKE
"'k, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
4NETLAN DS
&. WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NB
ORTI
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
O �PNDS
=: o -
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am:
Me*BLAG\`07.27.20
--
0 30 60 120
SCALE: 1" = 60' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
OVERALL
DEMOLITION PLAN
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C2.00
Approved by: EMB

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NOTE
REFERENCE
1❑ REMOVE VEGETATION N/A
8/C9.11
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LIMITS OF DISTURBANCE
N/A
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND DEMOLITION NOTES.
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FSac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
``11111111111/''
7 '-
ei yea'
BL1\07.27.20
'��/1111111111�``
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
DEMOLITION PLAN -
NORTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C2.01
Approved by: EMB

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I I I a�WWWWWW W W W W W W W WWWWWWWWW W W W W WHEET C2.01 /
W W W W W W W W WW WWWW
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STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
DETAIL
REFERENCE
Client:
N/A DUKE
8/C9.11
N/A �►,, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
f
NETLANDS
WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
ei yea'
BLAG�07.27.20
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
DEMOLITION PLAN -
CENTER
ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C2.02
Approved by: EMB

C�
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TARGET POND ELEV. = 567'
FULL POND ELEV. = 570'
/ / / � J � / 100 YEAR FLOOD ELEV. = 571'
//x
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DEMOLITION LEGEND:
KEY
NOTE
SYMBOL
DESCRIPTION
1❑
REMOVE VEGETATION
TP
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND DEMOLITION NOTES.
/
100 YEAR FLOOD
ELEV. = 571'
FULL POND ELEV. = 570' '
TARGET POND ELEV. = 567'
II
W W
W W .y W W/ � �W
/ W W *'�
W W W
W \ W W µ. W W W W W '
W /W
/
I I I I 1�I I W W W W W W Wf W W W
W
W
TARGET POND
ELEV. = 567'
I l I W �' � / ` \ W �' W W\ .y .y\ �, W � W W W WI W W / .y l � W _ � / / / ■
FULL POND ELEV. = 570'
100 YEAR FLOOD
ELEV. — 571' I ` I I I , ^ I W W � \ \ W \ W S W \ `=' W W �y u, � W W W7✓W /` / . I / � W .y ,y /
I I / I 1n 1 \ \ � W W W W W W W W �- W W W W �W W /_ W W WI /W W W W / � ■
j'Y W t
,y
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W\ W \ 1�.y � W W � J 9� �� / ' � I I � ■/
W (W � \ W W �y W \ W\ I--,
W W Z W W
i
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W\ �W'\WW\WW
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Z W
11W W W `IW WW W W WWW
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�='
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I I I I I W W W O S \ W W \ \ W\ W 1 W (//�
W W W W �. W W �y W W W W W \ W W W W W W W 1 W W •1' ` l�
W W W W\ W W\ \ \ W W I W W W W T T
W W W W W W W
W
I I ' a W W W W
I I W W W W W W W
W
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I I I W W
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I W
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W W� W
I /W W `=' W / // W/ �'/ W �W .y ,y W W W/ W W W W W W �' W W \W .y ,y \ W W W W 2 W W \W
W W
HE ■ C W W � �' W W W W ,y W W W W W W\ W W ,y W\ W .y \�.y \ \\ �00 40 0 MEN" 0 win ir NA� �00 0 an �O
I W / /
� W W � � � W W W W ■O W W W �W W W W W W W W W W W W W W\ W W W \W W W W W W \
/sty W
/*
W
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W/ W/ W W i W 7 % / W W .�� ... W W W W / W W W �' `I' W �.� .�. \ W\ W I W W I W W +
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♦�j�11�/ ��II� V
�♦ ��j�/ l l � / � /I � l / w
LIJ
ilJ
U)�SCz
�S H 2. 2
DETAIL ,
REFERENCE
N/A
8/C9.11
N/A STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FSac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
``11111111111/''
7'
ei yea'
0\07.27.20
'��/1111111111�``
IIIIIIIi " IIIIIIII
0 10 II 20 40
SCALE. 1 - 20'
NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
DEMOLITION PLAN -
SOUTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C2.03
Approved by: EMB

E
DEMOLITION LEGEND:KEY ,
M NOTE SYMBOL DESCRIPTION DETAIL
REFERENCE
1❑ REMOVE VEGETATION N/A
O I 8/C9.11 AL"
N
TP TREE PROTECTION FENCE N/A
U ■ U LIMITS OF DISTURBANCE STEWART
J
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
WT 704.334.7925 PROJECT #: L20027
W Client:
� NOTES:
U) 1. SEE SHEET C0.10 FOR GENERAL AND DEMOLITION NOTES. DUKE
O
■ o C_-� *%., ENERGY®
■
■
/ \mom—
100 YEAR FLOOD
ELEV. = 571'
\ \ \
FULL POND ELEV. = 570'
TARGET POND ELEV. = 567'
Mft
� / I I 0 �` `Sin` � � � — ♦ �
♦
REVISED TOPO AREA
DUMPSTER
1 I I l W \ C&4CRE / \ \ I I I
w
TE s��N
PA
%OR
I I \ I \ \ \ B-6 \ \ \ I 1 1
\ \ \
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l I I l I I IN Ni W
C— III \ \ II 1
Cf)
196),
\ \ I 1
� \ I
2 \ \ \
1
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
iara& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
o
"" M�BLAG\�100%%\\"
07.27.20
0 10 20 40
SCALE. 1 - 20, NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
DEMOLITION PLAN —
BOAT AREA
ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C2.04
Approved by: EMB

E
_�
N
N
O
N
0)
Q
SITE LEGEND
SYMBOL
DESCRIPTION
DETAIL
REFERENCE
•. - e
PROPOSED CONCRETE SIDEWALK
7/C9.00
EMPROPOSED
ASPHALT ROAD & PARKING
2/C9.00
PROPOSED CURB & GUTTER
5/C9.02
PROPOSED STOP BAR
2/C9.02
PROPOSED SIGN
2/C9.02
PROPOSED ADA PARKING SPACE
4/C9.02
PROPOSED SEGMENTAL
RETAINING WALL
3/C9.01
PROPOSED NATURAL SURFACE
1/C9.00
-
PROPOSED ASPHALT TRAIL
4/C9.00
w�
PROPOSED TREELINE
N/A
x
PROPOSED FENCE
2/C9.06
LIMITS OF DISTURBANCE N/A
SITE DATA
PARKING SUMMARY (PH1)
EXISTING
129 - STANDARD TRAILER PARKING SPACES
5 -ADA TRAILER PARKING SPACES
1 - RESERVED TRAILER PARKING SPACE
1 - ADA VEHICULAR PARKING SPACE
6 - STANDARD VEHICULAR PARKING SPACE
PROPOSED ASPHALT PARKING (PH1)
BEACH ACCESS
4 - ADA PARKING SPACES (10' X 20', PLUS
ASSOCIATED AISLES)
1 - ADA VAN PARKING SPACE (10' X 20', PLUS
ASSOCIATED AISLES))
75 - STANDARD PARKING SPACES (10' X 20')
FISHING ACCESS PARKING
1 - ADA PARKING SPACE (10' X 20', PLUS
ASSOCIATED AISLES)
1 - ADA VAN PARKING SPACE (10' X 20', PLUS
ASSOCIATED AISLES)
23 - STANDARD PARKING SPACES (10' X 20')
PROPOSED ITEMS (PH1)
7 - CONCRETE WHEEL STOPS
7 - HANDICAP LOGO ON PARKING SPACES
2 - PICNIC SHELTERS
3 - RESTROOM FACILITIES, WITH VAULT TOILETS (10'X17')
43 - PICNIC TABLES (8 EA. SHELTER, 23 ALONG TRAILS, 4 ADA)
28 - PICNIC TABLE PADS (12' DIA. AREA)
1 - FISHING PIER (10'X30' END SECTION, 10' WIDE)
1 - ADA FISHING PIER (10'X30' END SECTION, 10' WIDE)
5,659 SF - ASPHALT TRAIL (6' WIDE)
2,141 SF - NATURAL SURFACE TRAIL (6' WIDE)
0.5 AC - SWIM AREA AND BEACH
3 - CONCRETE RESTROOM PAD
2 - CONCRETE PICNIC SHELTER PAD
19,596 SF - CONCRETE SIDEWALK
1 -CHANGING STATION
NOTES
1. A REASONABLE STANDARD OF CARE SHALL BE UTILIZED
DURING THE DESIGN PROCESS TO DESIGN AMENITIES
TO COMPLY WITH THE ADA STANDARDS FOR
ACCESSIBLE DESIGN.
2. ALL ASPECTS OF WORK SHALL BE PERFORMED IN
ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND
FEDERAL REGULATIONS PERTAINING TO WORKER SAFETY
3. ALL PAVING MATERIALS AND WORKMANSHIP SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF THE STATE'S
DOT "STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES."
4. GROUND SURFACES SHALL BE SHAPED TO PROVIDE
POSITIVE DRAINAGE.
5. TOPOGRAPHIC BASE MAP DATA WAS PROVIDED BY
STEWART FOR PHASE 1 AND WAS ACQUIRED FROM
GASTON COUNTY GIS RESOURCES FOR PHASE 2 (SHOWN
FOR GRAPHIC REPRESENTATION PURPOSES ONLY).
COMPREHENSIVE RELICENSING AGREEMENT
10.27.21 WYLIE DEVELOPMENT - NORTH CAROLINA - FIRST FIVE YEAR PERIOD
10.27.21.4 South Point Access Area - All measures identified for this access
area in the proposed recreation management plan license article shall be
scheduled to occur during the first five-year period. The licensee shall market
to commercial operators an AAII lease for development of a multi -use
recreation area including, but not limited to, RV camping with bathhouse and
dump station, marine pump -out, trails, fishing pier and bank fishing, picnic
facilities, swimming area, restrooms, and additional paved parking. The lessee
shall be responsible for all site development and management and
maintenance of the new facilities except that any boating access facilities or
fishing piers developed at the site shall be maintained under the NCWRC
Maintenance Agreement described in paragraph 10.4.
If the access area is not leased, the licensee may, in accordance with
paragraph 10.24, change the implementation schedule in its RMP for the
measures included in the proposed recreation management plan license
article for this access area. The licensee shall be under no obligation to
provide RV camping, bathhouse, dump station, or marine pump -out.
NOTES:
1) South Point Access Area Upgrades, project number 1395-005 and FERC
project number 2232, is located at 199 Boat Launch Road, Belmont, NC 28012,
with coordinates of 35.1611'N,-81.0136'W and consisting of 70.0 acres.
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
., ENERGY:.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
iar&& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
1.
`0��'p ND A �.?,/ �
cr -J3
ei yea'
BLAG07.27.20
7 0
0 30 60 120
SCALE: 1" = 60' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
OVERALL SITE PLAN
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: TM C3.00
Approved by: EMB

SHEET C3.02
0
SHEET C3.01
30' CATAWBA RIVER/
LAKE WYLIE BUFFER
30,
CqK gA RIVER/
gUF ER /E
I
LAKE -
WYLIE
\ I
TARGET POND _
ELEV. = 567' _
FULL POND ELEV. = 570'
100 YEAR FLOOD
ELEV. = 571'
E
t�
R52'
/
/
�P
(REFER TO DETAIL 5/C9.00) RJMR
°
° ° 4 (1) STOP SIGN
. (REFER TO DETAIL 2/C9.02)
°
CONC. TRASH RECEPTACLE PAD (REFER TO DETAIL 3/C9.00)
(2) TRASH CANS
(REFER TO DETAILS 4/C9.06)
AL
5 <:. l
° 14
°
o m 126
°5 a
°
5 (2) TRASH CANS
° (REFER TO DETAILS 4/C9.06)
1
PICNIC SHELTER AND PAD —
(REFER TO DETAIL 7/C9.02)
6' WIDE CONC. SIDEWALK
(REFER TO DETAIL 7/C9.00)
1
1 N
D
• Oq
(1) ADA PICNIC TABLE AREA ,
(REFER TO DETAILS 2, 3/C9.03) `
■
i
• o
(5) PICNIC TABLE AREAS, TYP.
(REFER TO DETAILS 1, 2/C9.03)
6' WIDE NATURAL SURFACE TRAIL '
(REFER TO DETAIL 1/C9.00)
0
MITS
1
1
1
I
i
■ ■ IF 1
1�
1
— DOUBLE CASCADIAN VAU•
WITH CHASE
(REFER TO DETAILS 1, 3/C9.04)
— (1) STOP SIGN, TYP.
(REFER TO DETAIL 2/C9.02)
— (1) STOP BAR, TYP.
(REFER TO DETAIL 2/C9.02)
— 2'-6" CURB AND GUTTER, TYP.
(REFER TO DETAIL 5/C9.02)
w
w
w
w
w
w
SITE LEGEND
r
SHEET C3.02
SYMBOL
DESCRIPTION
DETAIL
REFERENCE
PROPOSED CONCRETE SIDEWALK
7/C9.00
0 0
SHEET C3.01
PROPOSED ASPHALT ROAD &PARKING
2/C9.00
PROPOSED CURB & GUTTER
5/C9.02
PROPOSED STOP BAR
2/C9.02
--CT-
PROPOSED SIGN
2/C9.02
PROPOSED ADA PARKING SPACE
4/C9.02
F E RC PROJECT
E
PROPOSED SEGMENTAL
3/C9.01
-
RETAINING WALL
PROPOSED NATURAL SURFACE
1/C9.00
(FOLLOWSPROF
PROPOSED ASPHALT TRAIL
4/C9.00
PROPOSED TREELINE
N/A
x
PROPOSED FENCE
2/C9.06
LIMITS OF DISTURBANCE
N/A
(2) STOP BAR, TYP.
(REFER TO DETAIL 2/C9.02) '
1
(2) STOP SIGN, TYP.
(REFER TO DETAIL 2/C9.02)
CONC. TRASH RECEPTACLE PAD
(REFER TO DETAIL 3/C9.00)
6' WIDE CONC. SIDEWALK
o (REFER TO DETAIL 7/C9.00)
ITS
ACCESSIBLE PARKING AND SIGNAGE
(REFER TO DETAIL 4/C9.02)
ACCESSIBLE MAT, TYP.
(REFER TO DETAIL 6/C9.02)
PARKING AREA FOR FISHING ACCESS
(REFER TO DETAILS 2, 6/C9.00)
2'-6" CURB AND GUTTER, TYP.
(REFER TO DETAIL 5/C9.02)
'
1
1
TS
I
ZONING: COMMERCIAL
(GASTON COUNTY WILDLIFE CLUB)
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
R
E N E NJ°
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
VfWETLANDS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CAR
cr �
ei yea'
''`yMeBLAG4�`07.27.20
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE PLAN - NORTH
ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C3.01
Approved by: EMB

E
SHEET C-3.0
E 0 111 �
SHEET C'4.t4
1
LAKE WYLI E
COMPOSITE STEPS, TYP ,
(REFER TO DETAIL 1/C9.01)
100 YEAR FLOOD ELEV. = 571'
FULL POND ELEV. = 570'
TARGET POND ELEV. = 567'
° - 1 / 1 T
6' TALL AMERISTAR r ^
' 6' TALL AMERISTAR WIREWORKS (8) STAIR RISERS R180 �5 e WIREWORKS PLUS ,
PLUS FENCING, OR EQUAL FENCE (REFER TO (8) STAIR RISERS (8) STAIR RISERS ` FENCING, OR EQUAL FENCE T
(REFER TO DETAILS 2/C9.06) DETAILS 8/C9.00, ° (REFER TO DETAILS a (REFER TO DETAILS: , ,(REFER TO DETAILS 2/C9.06) 'A'A
8/C9.00, 2/C9.01) ♦ ,
,
x 2/C9.01) 8/C9.00, 2/C9.01) 'A
'A
r- loom
FENCE POST TO BE SET OUTSIDE OF SIDEWALK, TYP a
6' WIDE ASPHALT TRAIL (REFER TO DETAIL 2/C9.06) °° a° T
T
\. (REFER TO DETAIL 4/C9.00) 2 TRASH CANS REFER TO DETAILS 4/C9.06 x 8" ° ' ' T ,
a. O ( ) a:
a 6' TALL AMERISTAR WIREWORKS -A '
.D PLUS 10' WIDE DOUBLE GATE OR
a ° $EQUAL GATE 'A° (1) PICNIC TABLE AREAS, TYP. D a
(REFER TO DETAILS 1/C9.06)
(REFER TO DETAILS 1, 2/C9.03) ,
STAIR HANDRAIL, TYP 5: FENCE POST TO BE SET
,.\ 6' WIDE NATURAL SURFACE TRAIL 4. (REFER TO DETAIL 5/C9.03) OUTSIDE OF SIDEWALK, TYP ■
(REFER TO DETAIL 1/C9.00)
° 6' TALL AMERISTAR WIREWORKS a
(REFER TO DETAIL 2/C9.06■ ■
(1) ADA PICNIC TABLE AREA s PLUS 14' WIDE DOUBLE GATE ° w ■
(REFER TO DETAILS 2, 3/C9.03) OR EQUAL GATE 5 i
o. (REFER TO DETAILS 1/C9.06) \.
' 1 ° ° oQ" 'AEB, ° ° a & ' a ° CONC. TRASH RECEPTACLE PAD 's ° ,
(REFER TO DETAIL 3/C9.00)
° N 12.6' ° ° 8' WIDE CONC. SIDEWALK
6' WIDE ° ° ,. ° (REFER TO DETAIL 7/C9.00)
°
Q °IL
SIDEWALK (REFER TO CEDAR FOREST PRODUCTS:
185' 12' 1 � q32
° a . CHANGING STRUCTURE TO BE \..°
781 DETAIL PROVIDED BY OWNER
° 7/C9.00) a , . (REFER TO DETAIL 5/C9.06)61 ` ' ' ' •
6' WIDE CONC. SIDEWALK
ACCESSIBLE RAMP (REFER TO DETAIL 7/C9.00)
(REFER TO DETAIL 3/C9.06) \ ° 12' WIDE CONC. SIDEWALK �'* , 6' WIDE CONC. SIDEWALK
(REFER TO DETAILA6/C9.03) 6 (REFER TO DETAIL 7/C9.00) (REFER TO DETAIL 7/C9.00) .
R38S' ° DOUBLE CASCADIAN VAULT � (2) CONC. WHEEL STOP, TYP.
\
WITH CHASE (REFER TO DETAIL 1/C9.02) RETAINING WALL
e a °
° (REFER TO DETAILS 1, 3/C9.04) ' (REFER TO DETAIL 3/C9.01)
\a. o '
w G� CURB
/ b a ' \ a (REFER TO DETAIL 5/C9.02)
18'
ki
(3) ACCESSIBLE PARKING
AND SIGNAGE, TYP.
(REFER TO DETAIL 4/C9.02)
I �
■ °.
(2) ACCESSIBLE MAT, TYP. °
(REFER TO DETAIL 6/C9.02)
I ° O
1 1 (3) CONC. WHEEL STOP, TYP.
(REFER TO DETAIL 1/C9.02)
PARKING AREA FOR SWIM o
CONC. ABUTMENT BEACH ACCESS
(REFER TO STRUCTURAL PLANS) (REFER TO DETAILS 2, 6/C9.00)
6' WIDE CONC. SIDEWALK
(REFER TO DETAIL 7/C9.00)
18,
' D °
1 k
- I
a (3) PICNIC TABLE
FISHING PIER, ADA , AREAS, TYP.
(REFER TO STRUCTURAL PLANS) I DETAILS 1, 2/C9.03) Q
°
3 '4c'q ?qq e °
eC/,cF�G/F
5'
0
N
lip
100 YEAR FLOOD ELEV. = 571' / • I 1
FULL POND ELEV. = 570' • °
TARGET POND ELEV. = 567' I .
30' CATAWBA RIVER/ I ,
LAKE WYLIE BUFFER
. d
' 6' WIDE ASPHALT TRAIL I
' (REFER TO DETAIL 4/C9.00)
■ ' I 6' I
■
■ ' a ° o} I
■ a° 1
' I
■ 6'
a 20 24' -,�- 20' 5' 20' 1 24'
o
' 6' WIDE CONC. SIDEWALK
° \ (REFER TO DETAIL 7/C9.00)
*4 (1) STOP BAR - -
CONCRETE TO ASPHALT , (REFER TO DETAIL 2/C9.02)
TRANSITION, TYP. R5. a R5'
(REFER TO DETAIL 5/C9.00) °
a ° ..
SHEET C3.02- ■ 04 ETAIL2PSIGN
■ (REFER TO DETAIL 2/C9.02)
°
CONC. TRASH RECEPTACLE PAD (REFER TO DETAIL 3/C9.00)
SHEETC3.011 (2) TRASH CANS
(REFER TO DETAILS 4/C9.06� 5
. ° (2) ACCESSIBLE MAT, TYP.
° (REFER TO DETAIL 6/C9.02)
En I °\ .. , (2) ACCESSIBLE PARKING AND SIGNAGE
(REFER TO DETAIL 4/C9.02)
HANDRAIL
(REFER TO DETAIL 6/C9.03)
�a
O a.
° °\°. °
B a
54 1 1.
a ,
D
°
SHEET C3.03
SHEET C3.02
w
SITE LEGEND
SYMBOL
DESCRIPTION
DETAIL
REFERENCE
'+7=
PROPOSED CONCRETE SIDEWALK
7/C9.00
-
PROPOSED ASPHALT ROAD & PARKING
2/C9.00
PROPOSED CURB & GUTTER
5/C9.02
PROPOSED STOP BAR
2/C9.02
PROPOSED SIGN
2/C9.02
H/C
PROPOSED ADA PARKING SPACE
4/C9.02
PROPOSED SEGMENTAL
3/C9.01
RETAINING WALL
PROPOSED NATURAL SURFACE
1/C9.00
-
PROPOSED ASPHALT TRAIL
4/C9.00
PROPOSED TREELINE
N/A
x
PROPOSED FENCE
2/C9.06
LIMITS OF DISTURBANCE
N/A
° ' (3) PICNIC TABLE AREAS, TYP.
a RAIN GARDEN #2 (REFER TO DETAILS 1, 2/C9.03)
b (REFER TO DETAIL 1/C9.24) °
°
°+ D ' (1) ADA PICNIC TABLE AREA
a I ° (REFER TO DETAILS 2, 3/C9.03)
D °\
I gg °D 1
"T
p
° °
° (2) PICNIC TABLE AREAS, TYP. '
(REFER TO DETAILS 1, 2/C9.03)
° 2'-6" CURB AND GUTTER, TYP..
(REFER TO DETAIL 5/C9.02) '
° " (2) STOP BAR, TYP.
(REFER TO DETAIL 2/C9.02) j
(2) STOP SIGN, TYP. ,
(REFER TO DETAIL 2/C9.02)
J ! A&
6' WIDE ASPHALT TRAIL
(REFER TO DETAIL 4/C9.00)
6' DE CONC. SIDEWALK
(REFER TO DETAIL 7/C9.00)
a'
I: PARKING AREA FOR SWIM BEACH ACCESS
(REFER TO DETAILS 2, 6/C9.00)
a
e '
,Z£' LL9='AN 1
I
°,
6' WIDE NATURAL SURFACE TRAIL
(REFER TO DETAIL 1/C9.00)
(2) PICNIC TABLE AREAS, TYP.
ih (REFER TO DETAILS 2, 4/C9.03)
20' 6' , l^}D �.
D
15' 12' I
i
I
2'-6" CURB AND GUTTER, TYP.
(REFER TO DETAIL 5/C9.02)
i' SHEET C3.02
C\)\ 1
SHEET C3.01
DOUBLE CASCADIAN VAULT
WITH CHASE
0
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
"'k., ENEIR (3"' \Ifv
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
&. WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CA
``1111111111��''
ei yea'
BLAG'� \`"'07.27.20
''��1111111111�``
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
E
Title:
SITE PLAN -
CENTER
ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C3.02
Approved by: EMB

E
LAKE WYLIE
FISHING PIER, ADA
(REFER TO STRUCTURAL PLANS)CONC.\
(REFER O STRUT /
(REFER TO STRUCTURAL PLANS)
00
6' WIDE ASPHALT TRAIL
(REFER TO DETAIL 4/C9.00)
�4
000` -��6
0000 ago
4�*
TARGET POND ELEV. = 567'
FULL POND ELEV. = 570'
100 YEAR FLOOD ELEV. = 571'
FENCE POST TO BE
TERMINATED AT WALL
(REFER TO DETAIL 2/C9.06)
— 6' TALL AMERISTAR WIREWORKS PLUS
FENCING, OR EQUAL FENCE TO BE
INSTALLED AT THE EDGE ON CONCRETE
(REFER TO DETAIL 2/C9.06)
— MAINTENANCE TRUCK TURN -AROUND
FENCE POST TO BE SET
OUTSIDE OF ASPHALT TRAIL
(REFER TO DETAIL 2/C9.06)
6' TALL AMERISTAR WI REWORKS PLUS
° ♦ 8' WIDE DOUBLE GATE OR EQUAL GATE
(REFER TO DETAIL 1/C9.06)
loll-0
Q
7QO °
a ° � RIP RAP
GUARD RAIL
(REFER TO DETAIL 4/C9.03)/
BUOY ANCHOR
(REFER TO DETAILS 3, 4/C9.05)
° ° 1
RjgT9 30' CATAWBA RIVER/
e�F "I LAKE WYLIE BUFFER
e�...... °
(5) PICNIC TABLE AREAS, TYP. 1561
' (REFER TO DETAILS 1, 2/C9.03)
18,
°
21 '
(2) TRASH CAN I'
i I (REFER TO DETAILS 4/C9.06) 40 - —
o
SEGMENTAL BLOCK . '
D e
RETAINING WALL
(REFER TO DETAIL3/C9.01)
6' TALL AMERISTAR WIREWORKS
' 1
PLUS FENCING, OR EQUAL FENCE
D e TO BE INSTALLED AT THE EDGE
6' WIDE NATURAL , D D OF RIP RAP AND TERMINATED AT
SURFACE TRAIL So . ° �. DS .. BUOY ANCHOR POST ,
(REFER TO DETAIL 1/C9.00) )
(REFER ' D ( TO DETAILS 2/C9.0
D C ° R 6
D 8 ,•.
°. C V
6' WIDE ASPHALT TRAIL " '
(REFER TO DETAIL 4/C9.00) D 21 TARGET POND ELEV. = 567'
O
FULL POND ELEV. = 570'
100 YEAR FLOOD ELEV. = 571 '
D. .4 6'
8 CONC. TRASH RECEPTACLE PAD
PICNIC SHELTER AND PAD .. (REFER TO DETAIL 3/C9.00)
(REFER TO DETAIL 7/C9.02) '. ...
30' CATAWBA RIVER/ SW I M M I N G
' ; LAKE WYLIE BUF —
a � FER
6' AREA WIDE PLANTING STRIP a
(1) PICNIC TABLE AREAS, TYP.
. .. ;.,:..,.:.,�.'..: 30' CATAWBA RIVER/
(REFER TO DETAILS 1, 2/C9.03) : — LAKE WYLIE BUFFER '
21 °
2' SEAT WALL °
SANDY SAND FOR BEACH TO BE
(REFER TO STRUCTURAL PLANS)
I , RIVER SAND PRODUCT FROM
° QUALITY HAULERS (ALSO
(1) ADA PICNIC TABLE AREA BEACH AREA DOING BUSINESS AS
(REFER TO DETAILS 2, 3/C9.03) \ NEWBERRY SAND INC.) OR
AN APPROVED EQUAL
♦� - man
AN
D 1 1
Ilk
I
� � 1
- X �i l
4F 1 ' 6' TALL AMERISTAR WIREWORKS' (8) STAIR RISERS "'vV e .. WIREWORKS PLUS
PLUS FENCING, OR EQUAL FENCE (REFER TO (8) STAIR RISERS (8) STAIR RISERS ` FENCING, OR EQUAL FENCE -A -ASHEET C .0 (REFER TO DETAILS 2/C9.06) x DETAILS 8/C9.00, ° (REFER TO DETAILS a ° 8 (REF
ER TO DETAILS: (REFER TO DETAILS 2/C9.06) 'A2/C9.01) 8/C9.00, 2/C9.01) 'A
e
FENCE POST TO BE SET OUTSIDE OF SIDEWALK, TYP ea /\.: ° T
SHEET .40 s 6' WIDE ASPHALT TRAIL (REFER TO DETAIL 2/C9.06) ° '
\. (REFER TO DETAIL 4/C9.00) (2) TRASH CANS (REFER TO DETAILS 4/C9.06) °. 8" \ k _. , , ..._�, _. ,.,,�_,.._---- 'A
SITE LEGEND
SYMBOL
DESCRIPTION
DETAIL
REFERENCE
PROPOSED CONCRETE SIDEWALK
7/C9.00
PROPOSED ASPHALT ROAD & PARKING
2/C9.00
PROPOSED CURB & GUTTER
5/C9.02
PROPOSED STOP BAR
2/C9.02
PROPOSED SIGN
2/C9.02
H/C
PROPOSED ADA PARKING SPACE
4/C9.02
PROPOSED SEGMENTAL
3/C9.01
RETAINING WALL
PROPOSED NATURAL SURFACE
1/C9.00
-
PROPOSED ASPHALT TRAIL
4/C9.00
PROPOSED TREELINE
N/A
x
PROPOSED FENCE
2/C9.06
LIMITS OF DISTURBANCE
N/A
END OF SURVEY
INFORMATION FOR
TARGET POND
ELEVATION
100 YEAR FLOOD ELEV. = 571'
FULL POND ELEV. = 570'
TARGET POND ELEV. = 567'
30' CATAWBA RIVER/
LAKE WYLIE BUFFER
1
BUOY LINE ,
(REFER TO DETAILS 1, 2, 3/C9.05)
Ij
STEEL PILE BUOY ANCHOR AND
WATER DEPTH GAUGE
(REFER TO DETAILS 2, 5/C9.05)
1 ,
RIP RAP 0000,
SHEET C3.03
SHEET C3.02
O
coRT
U■ v 101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
■ T 704.334.7925 PROJECT #: L20027
W Client:
W LIJ
= DUKE
0 ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 2820,
[phone]
■ Consultants:
■
WETLANDS
VfSac WATERS
■ WETLANDS & WATERS, INC.
■ CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
♦,
FA
Seal
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
```,,III IIII,"
AR
ei yea'
BLAG\ 07.27.20
11111WO
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
W
UJ
W
■
■
W
UJ
W
w
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE PLAN - SOUTH
ENLARGEMENT
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: TM C3.03
Approved by: EMB

SITE LEGEND
SYMBOL DESCRIPTION DETAIL
REFERENCE
E
END OF SURVEY
INFORMATION FOR
TARGET POND
ELEVATION
100 YEAR FLOOD ELEV. = 571'
FULL POND ELEV. = 570'
TARGET POND ELEV. = 567'
30' CATAWBA RIVER/
LAKE WYLIE BUFFER
i
0 0�
M M w
U U
w w
w w
cn
it
SHEET C3.03
on" nn�nII M
SHEET C3.02
EXISTING BOAT
RAMPS TO REMAIN
LAKE WYLIE
� 00 ~A
00
p
i�
II
1
II
II
PROPOSED CONCRETE SIDEWALK
7/C9.00
PROPOSED ASPHALT ROAD & PARKING
2/C9.00
PROPOSED CURB & GUTTER
5/C9.02
PROPOSED STOP BAR
2/C9.02
PROPOSED SIGN
2/C9.02
PROPOSED ADA PARKING SPACE
4/C9.02
PROPOSED SEGMENTAL
RETAINING WALL
3/C9.01
PROPOSED NATURAL SURFACE
1/C9.00
-
PROPOSED ASPHALT TRAIL
4/C9.00
PROPOSED TREELINE N/A
x PROPOSED FENCE 2/C9.06
LIMITS OF DISTURBANCE N/A
r7
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FS&c WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
cr 7J
ei yea'
''`yMeBLAG��`07.27.20
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE PLAN - BOAT
AREA
ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C3.04
Approved by: EMB

SEEDING PREPARATION:
EROSION CONTROL NOTES:
E
CL
N
77
N
O
N
CID
0)
Q
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONED, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY ALL AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
BELOW).
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM 4 TO 6 INCHES DEEP SEEDBED IS
PREPARED.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESENDING WITHIN THE PLANTING SEASON,
IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME,
FERTILIZER AND SEEDING RATES.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESENDING WITHIN THE PLANTING SEASON,
IF POSSIBLE. IF STAND SHOULD BE OVER 50% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME,
FERTILIZER AND SEEDING RATES AND LANDSCAPING PLANS.
10. SEE LANDSCAPING PLANS FOR PERMANENT SEEDING, MULCHING, AND FERTILIZING RATES. ALL AREAS NOT
DESIGNATED TO RECEIVE PLANTS SHALL BE SEEDED PER THE LANDSCAPING PLANS.
TEMPORARY SEEDING PREPARATION:
1 CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
ADMIXTURE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO
SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
DATE TYPE
PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE
300 LBS/ACRE
NOV 1 -MAR 1 TALL FESCUE &
300 LBS/ACRE
ABRUZZI RYE
25 LBS/ACRE
MAR 1 -APR 15 TALL FESCUE
300 LBS/ACRE
APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUL 1 -AUG 15 TALL FESCUE
120 LBS/ACRE
***BROWNTOP MILLET
35 LBS/ACRE
***OR SORGHUM-SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3:1 TO 2:1)
DATE TYPE
PLANTING RATE
MAR 1 - JUN 1 ***BROWNTOP MILLET
50 LBS/ACRE
(MAR 1 - APR 15) ADD TALL FESCUE
120 LBS/ACRE (MAR 1 - JUN 30)
OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
***TALL FESCUE AND
120 LBS/ACRE
JUN 1 -SEP 1 ***BROWNTOP MILLET
35 LBS/ACRE
***OR SORGHUM-SUDAN HYBRIDS
30 LBS/ACRE
ANNUAL RYE
70 LBS/ACRE
SEP 1 - MAR 1 AND TALL FESCUE
120 LBS/ACRE (NOV 1 - MAR 1)
ADD ABRUZZI RYE
25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING
OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH
DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
ADMIXTURES:
AGRICULTURAL LIMESTONE: 2 TONS/ACRE
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
1. REFER TO C3.00 FOR GENERAL NOTES.
2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST
LOCATION BASED ON FIELD CONDITIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION CONTROL MEASURES THROUGHOUT
THE DURATION OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
CONSTRUCTION ENTRANCES AS NECESSARY TO PREVENT THE
TRACKING OF SEDIMENT OFF -SITE. THE OWNER IS RESPONSIBLE FOR
MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER
CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE
REQUIRED.
5. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN
DOES NOT CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN (E.G., SIZE
AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
FACILITIES, UTILITIES, ETC.).
6. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR AND ESC
SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
7. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
LIMITS OF DISTURBANCE (L.O.D.) SHALL BE PERMITTED. THE L.O.D. SHALL
BE MAINTAINED BY THE ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
8. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED
PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS
TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO DRAINAGE
SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
9. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED
AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO
ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP
PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.).
10. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC
SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER
FUNCTIONING. WRITTEN RECORDS SHALL BE MAINTAINED BY THE
CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COPIES
OF THE WRITTEN INSPECTION REPORTS SHALL BE PROVIDED TO THE
OWNER'S REPRESENTATIVE TWICE PER WEEK AND AFTER RAINS OF
GREATER THAN 0.5". RAIN GAUGE REQUIRED ON SITE.
11. ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR
FOURTEEN DAYS SHALL BE IMMEDIATELY STABILIZED WITH THE
APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC
COVERING, ETC.).
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48)
HOURS FOLLOWING A STORM EVENT.
SEQUENCE OF CONSTRUCTION ACTIVITIES:
1. OBTAIN GRADING PERMIT.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR
TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION
CONTROL INSPECTOR, ARCHITECT, ENGINEER, AND CONTRACTOR
SHALL BE PRESENT TO SATISFY REQUIREMENTS.
4. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION FENCING, SILT
FENCE, PERIMETER EROSION CONTROL DEVICES AND ALL REQUIRED
BASINS AND TRAPS.
5. SCHEDULE SITE INSPECTION.
6. UPON APPROVAL TO PROCEED BY THE EROSION CONTROL INSPECTOR,
HARVEST ANY TIMBER.
7. CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED.
8. REMOVE AND/OR STORE TOPSOIL.
9. BEGIN GRADING OPERATIONS.
10. CLEAN SEDIMENT BASINS/TRAPS WHEN ONE-HALF FULL.
11. ALL STREETS SURROUNDING THE PROJECT SHALL BE KEPT CLEAN AT
ALL TIMES.
12. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE
IDLE 14 DAYS OR LONGER.
13. PERMANENT SURFACE STABILIZATION SHALL BE INSTALLED FOR ALL
AREAS WITHIN 14 DAYS AFTER FINAL GRADE HAS BEEN REACHED. AS
NECESSARY, FERTILIZE, WATER AND RESEED AS REQUIRED TO
ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
TREE PROTECTION NOTES:
1. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY
DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING
PERMIT. OR OBTAIN A GRADING PERMIT THEN TREE PROTECTION
FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND
DISTURBANCE
2. TREE PROTECTION FENCING SHALL INCLUDE WARNING SIGNS POSTED
IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO
TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
PROTECTORA PARA LOS ARBOLES."
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING
INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE
NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED
TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
14. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS STEWART
WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS 101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CHARLOTTE, NC 28202 www.stewartinc.com
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS T 704.334.7925 PROJECT #: L20027
REQUIRED, IT SHALL BE A MINIMUM THICKNESS OF 2 TO 3 INCHES.
Client:
16. INTERIM SLOPES MAY BE GRADED TO A MAXIMUM SLOPE OF 2:1
(HORIZONTAL: VERTICAL); CUT SLOPES SHALL BE LIMITED TO A MAXIMUM DUKE
SLOPE OF 1.5:1.
17. THE SURFACE OF AREAS SLOPES STEEPER THAN 1 VERTICAL TO 4 ENERGY®
HORIZONTAL THAT ARE TO RECEIVE INTERIM FILL SHALL BE PLOWED,
FURROWED, TILLED OR BROKEN UP PRIOR TO PLACING FILL SO THAT
FILL MATERIAL WILL BOND WITH EXISTING. " SURFACE. INTERIM FILL
SHALL BE PLACED AS SPECIFIED FOR PERMANENT FILLS AND IN LIFTS DUKE ENERGY
NOT GREATER THAN 6". PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
18. PROVIDE DUST CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, [phone]
WETTING DOWN TO CONTROL DUST ON SITE, IN ORDER TO PREVENT Consultants:
ANNOYANCE/AND OR DAMAGE TO ADJACENT SITES. CALCIUM CHLORIDE
OR ANY OTHER CHEMICAL MATERIAL MAY NOT BE USED ON SUBGRADES
OF AREAS TO BE SEEDED OR PLANTED.
19. SEDIMENT LADEN RUNOFF FROM EXCAVATIONS SHALL NOT BE PUMPED
DIRECTLY TO STORM DRAINAGE. W ET LA N D S
20. INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL) >4 Inc WATERS
LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD
INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION WETLANDS & WATERS, INC.
CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR. CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
21. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES STATESVILLE, NC 28677
SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH 704-773-4239
CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL
RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL
PLANNING LAND DESIGN MANUAL.
Key map:
22. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT
AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
NCGS 113A-54.1 AND 15A NCAC 4B.0131 TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FORM
HTTP:// WVW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML
14.
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING
Seal:
MEASURES AND DISPOSE BY MEANS DEEMED ACCEPTABLE BY THE
ENGINEER. SCHEDULE SITE INSPECTION. UPON APPROVAL BY THE
EROSION CONTROL INSPECTOR, REMOVE TEMPORARY EROSION
PRELIMINARY - DO NOT
CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE
USE FOR CONSTRUCTION
STABILIZATION.
�tytitilllrlf{�
15.
STORMWATER PERMIT INSPECTION REPORTS SHALL BE PERFORMED BY
CAjy<) `ram
THE CONTRACTOR UNTIL NOTIFIED OTHERWISE BY THE EROSION
.
CONTROL INSPECTOR
``�p�-rp
NOTES:
f
049484
1.
INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL)
•
LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD
�61. �, =
INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION
CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
ffy�DARO4\"`07.27.20
fill +rlltistti�`
2.
CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES
SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL
RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL
PLANNING LAND DESIGN MANUAL.
3.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT
AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
NCGS 113A-54.1 AND 15A NCAC 4B.0131 TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FORM
HTTP:// WVW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
MADE AT THE EDGE ON THE TREE ROOTS OUTSIDE OF THE TREE SAVE
AREA. THIS SHALL OCCUR AT THE SAME TIME THAT OTHER EROSION
CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION
FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST
AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL
CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE.
4. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED TREE AREA.
5. TREE PROTECTION AREA: EQUALS ONE FOOT OF RADIUS FOR EVERY
INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS,
WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS
AREA.
Issued for:
PERMIT SUBMITTAL
No. Date Description
---- ----
Title:
EROSION CONTROL
NOTES
Project number: L20027 Sheet #:
TOTAL AREA OF DISTURBANCE Issued Date: 07.29.2020
Drawn by: ??? C4.
00
6.52 AC/ 284,18 SF Approved by: ???

E
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0
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Q
STEWART
EROSION CONTROL LEGEND:
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
SYMBOL DESCRIPTION DETAIL
REFERENCE
T 704.334.7925 PROJECT #: L20027
LIMITS OF DISTURBANCE
N/A
Client:
SF
SILT FENCE
2/C9.10
NSF
DOUBLE ROW HIGH HAZARD SILT FENCE
3/C9.10
TIPTREE
PROTECTION FENCE
8/C9.11
DUKE
DD
i i m m i i � � i
DIVERSION DITCH
100 YR FLOOD ELEV.
1/C9.10
N/A
ENEIRC7Y®
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
8/C9.10
IP
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
®
CATCH BASIN INLET PROTECTION
7/C9.10
526 S. CHURCH STREET, CHARLOTTE, NC 28202
P
[phone]
Consultants:
SILT FENCE OUTLET
4/C9.10
FLARED END SECTION (FES)
4/C9.24
LLB
TEMPORARY CONSTRUCTION ENTRANCE
5/C9.10
WETLANDS
&. WATERS
WETLANDS & WATERS, INC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CHRIS HUYSMAN
CAROLINA EROSION CONTROL SPECIFICATIONS
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
NOTES:
704-773-4239
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
I SOILS LEGEND: I
LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODE
PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
Key map:
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
SF —AL { i
049484 _
lfrl�� BAR �1� 07.27.20
0 30 60 120
SCALE. 1 = 60, NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
OVERALL EROSION
CONTROL PLAN
I / C4.06
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
/ u Drawn ??? C4.
0
Approveded by: ??? 1

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I I l I I I\I , ■ I I I I I, I I • \ I I \ 589/2' /, I
/ ► I Ii ■ I ■ III� III■►I / ■l,` Ilk
\ ' MAT H N SEE SHEET 4. 03
■ ■�■1■ ■ ■ 00 0 OR* ■ ■ ■ ■ 1 �
'� 58d HLINE: SEE SHtET C4.02
J co
III / /•/ / � _ ;i � \
589.4
I30' C AWBA RIVER/
L�KE IIE BUFFER
I I
\ 588.9'
I I I I I ) I TREE PROTECTION FENCING \
I I REFER TO DETAIL 8/C9.11
I III _ I•� /
I J
♦ I / I , 583.5
1590.0' 8.558 ' / ( \ • I
dy l
10 I LIMITS OF DISTURBANCE
Ld B2
Ic 1 \ \
I LO I I '�
I 1 - / !
41f 587.0' I \ w I
� I1
� 1 �
I I
I /
I /I I� I ►, _ 586.E 586.E.
DRAINAGE AREA 1
f f I I I 64,020 SF (1.47 Ac) I
I I I
I DISTURBED AREA I I I I I \ \
l • \ / I
I - I 60,006 SF (1.38 Ac)
IIII• LdD2 \ 1
/TARGET / I , A 89.8�
REgREATIONAL / I , - 584.4'
WATERLINE ELEV.
567.00
F L POND ELEV. = I ► /I \ I I
570 ► I I
100 YEAR FLOOD \ ► - , ,/ Z� I , I I / \ \
ELEV. = 571.00 \ • \ TEMPORARY DIVERSION DIKE TEMPORARY CONSTRUCTION ENTRANCE
(REFER TO DETAIL 1/C9.10) I (REFER TO DETAIL 5/C9.10)
I
e
\ ti \ - � D DpD DD DD Dp pDD D p
■ I p D DpD D D p p D D
ppDpD D�D V DD /
D� D D pp �D �
583.5' p DD p p p D D p p
D
D
N�� D pDDDDp ppDpDRGD pp�D \ 23,5j�
LEVEL SPREADER #11 / \ - / / Pa F
(REFER TO DETAIL 3/C9.24) / / / /
5 5.23'
10
SKIMMER low
SF
REFER TO DETAIL 6/C9.11
/ \ SKIMMER OP SEDIMENT
BANBASIN #1
00
BOTTOM OF BASIN STORAGE: 577.50
\ (REFER TO DETAIL 5/C9.11)
BAFFLES
(REFER TO DETAIL 7/C9.11)
i
580.6' /
I � I
� I -
1581.3'
� 1
EROSION CONTROL LEGEND.
SYMBOL
DESCRIPTION
LIMITS OF DISTURBANCE
SF
SILT FENCE
� SF t_
DOUBLE ROW HIGH HAZARD SILT FENCE
TP
TREE PROTECTION FENCE
DD
DIVERSION DITCH
i i m m i
100 YR FLOOD ELEV.
HARDWARE CLOTH & GRAVEL
IP
INLET PROTECTION
QCATCH
IP
BASIN INLET PROTECTION
SILT FENCE OUTLET
FLARED END SECTION (FES)
W
TEMPORARY CONSTRUCTION ENTRANCE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
DETAIL
REFERENCE
N/A
Client:
2/C9.10
3/C9.10
DUKE
8/C9.11
1/C9.10
�,ENEIRC7YN/A
8/C9.10
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
7/C9.10
[phone]
Consultants:
4/C9.10
4/C9.24
WETLANDS
iAFS&c
WATERS
5/C9.10
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
SOILS LEGEND:
I \ / LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODE
PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilflf{/r
SEAL { '
049484 =
'10 SARO�,, 07.27.20
lfrl
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
EROSION CONTROL
PLAN (PHASE I)
NORTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C4.02
Approved by: ???

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�\T MATCHLIN :SEE S' 4 64/0
■ ■ ♦�■ ■ ■ ■ �, \ i■1 ■ -■ ■■
♦ — — — - \ \• I \ ATC II�E.�SEE SH 410■
1 1
\ \ I III N ■ / ♦, � eo I ♦� ���
\ \ \ • / / / / DIVERSION DITCH / e ■ l / l I
(REFER TO DETAIL 1/C9-10) I � I \ � I � / ■ I �
\ 111 � • / � i — I � � � \ / / / � 111
"
LcE
\ / \
LEVEL SPREADER I I • � I / \ \ \ II
\\ \ \ \ 11 1 • I I - \
(REFER TO DETAIL 3/C9.24)
1 1 11 11 \ I I X 587.5'
I I I \ • � I SKIMMER � I , / • I
\ \ \ 1 I I I \ \ \ • I I REFER TO DETAIL 6/C9.11) ' ' ,4IIl' .op \ I I I
SKIMMER SEDIMENT BASIN #2 \ a"
\ 1� 1 l�l I \ ,_ \\ r l • TOP OF BANK: 576.00 \ / DOUBLE ROW HIGH HAZARD SILT I /
I\l�l I ►r� I OI \ \ - ` • I / BOTTOM OF BASIN STORAGE: 572.50 I ` \ , FENCE (TYP) /
I ICI I Cfl ��1 1•• I\ \ I, (REFER TO DETAIL 5/C9.11) I I \ \ \
57/1. (REFER TO DETAIL 3/C9.10)
I I I III \ \ • I BAFFLES
I I 1 \ • / / (REFER TO DETAIL I 7/C9.11) I \ \ , SILT FENCE OUTLET (TYP)
III I I \ \ \\ • I I _ 100 YEAR FLOOD ELEV. _ \ I
I I I I I I \ \ \ • \ I / / I I 571.00 (REFER TO DETAIL 4/C9.10) DRAINAGE AREA #2: I I
38,154 SF (0.88 Ac)
DISTURBED AREA: l Q )
38,154 SF (0.88 Ac) 1 1 I \ c 1
II II III \ I I I■ 1 I I I - � 1, �IJ �
I 10 EV �
E E � F 00 �= 1 I — II ■ � � I \ 1� I / \ � � \ \ \ \ N I I I
� I ` \
571.0
IIII P
fCEI� R C A�IONAL I I I I I I \ 589.2
WAT R IN� EV.1= 5 7
I F�LL7ND LE�� - � I I I \ \ LcE �70 I I - 1 1 I \ I - \ � \ \ \ a\ -
I I II ��I
II I I I I� II I� ♦coCO
I \ \ B2 L\ \ I \ I
d\ \ \
s \\ ILL
II I I I I II � . �► \� I � � \ \
I I I 1 1� • I \ \ \ \ \ \ \ I
/ / I I I • I I � �\
7
I II I II \• 1 I I / / \ � � \ � � I�
t I \ \ I \ I \ \ �751
/ / I ■ I I /
SILT FENCE OUTLET (TYP) / I /
/ / I (REFER TO DETAIL 4/C9.10)
F
S
TP
IIT 1 I I \ TREE PROTECTION FENCE
\ \ I (REFER TO DETAIL 8/C9.11
DOUBLELAYER
I I I SHORELINE STABILIZATION / \ HIGH HAZARD SILT
WV CATAWBA RIVER/ I
/ /1 LAKE WYLIE BUFFER \ \ 59 0, \ I \ \ \ I
I / / / ♦ / / \ � I I \ \ FENCE (TYP)
� •/ / \ 1 / I I � 1
(REFER TO DETAIL 3/C9.10) \ \
/
I/
I I I t I l al \
IILL
5 /
III I ■ LdD2 \
/ \\Xx
DOUBLE LAYERI ILL
I � v, HIGH HAZARD SILT
FENCE (TYP)
I II (REFER TO DETAIL 3/C9.10)
5885
�
TARGET RECRE IONAL
1�
VI/ATgRLINE ELE 567 I o / j
FULL PON� IEV. _ = I I I �Q *
50
/I �-
1I 589 2' I /
/ r
I /11 I■ I I � I Ii■ I ■ \Irt III■I llay k \ „�� /I
/ MR/I ATTC1
N :SEE SHEET C4.03
/00--�■■0
10 '■■�■■ ■ ■/ on ■
58�d HLINE: SEE SHEET C4.02
� I I II I � I � III,�I l Ili � \. I � l■ // � / / �
1
EROSION CONTROL LEGEND:
SYMBOL
DESCRIPTION
LIMITS OF DISTURBANCE
SF
SILT FENCE
SF
DOUBLE ROW HIGH HAZARD SILT FENCE
TP
TREE PROTECTION FENCE
DD
DIVERSION DITCH
100 YR FLOOD ELEV.
HARDWARE CLOTH & GRAVEL
IP
INLET PROTECTION
®
IP
CATCH BASIN INLET PROTECTION
SILT FENCE OUTLET
FLARED END SECTION (FES)
WippOpV OD
U °.00000 o°
TEMPORARY CONSTRUCTION ENTRANCE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
DETAIL CHARLOTTE, NC 28202 www.stewartinc.com
REFERENCE T 704.334.7925 PROJECT #: L20027
N/A Client:
2/C9.10
3/C9.10 DUKE
8/C9.11
1/C9.10 ENERGY®
N/A
8/C9.10 DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
7/C9.10 [phone]
Consultants:
4/C9.10
4/C9.24
WETLANDS
5/C9.10 &. WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
SOILS LEGEND:
LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
l - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
Ldl - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED
Pal - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
I" CAO
SF -AL {'
049484mill =
0 .27.20
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
EROSION CONTROL
PLAN (PHASE I)
CENTER ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C4.03
Approved by: ???

E
N_
0
N
CD
CM
Q
CM
0
0
0
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CD
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0
0
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0
^L
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J
TARGET RECREATIONAL _
/WATERLINE ELEV. = 567.00
FULL POND ELEV.00
moo
aw — \ TP \
/ , yS Js
�O \
DO HAZARDGH
SILBLE T I FENCE (TYP)
(REFER TO DETAIL3/C9.10)
EROSION CONTROL LEGEND:
SYMBOL DESCRIPTION DETAIL
REFERENCE
LIMITS OF DISTURBANCE
SF
SILT FENCE
� SF t_
DOUBLE ROW HIGH HAZARD SILT FENCE
TP
TREE PROTECTION FENCE
DD
DIVERSION DITCH
1
100 YR FLOOD ELEV.
HARDWARE CLOTH & GRAVEL
IP
INLET PROTECTION
®
IP
CATCH BASIN INLET PROTECTION
SILT FENCE OUTLET
FLARED END SECTION (FES)
Wip°OO°°O
°.° o° ° ° o° TEMPORARY CONSTRUCTION ENTRANCE
"0�000°OO
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
N/A
2/C9.10
3/C9.10
8/C9.11
1/C9.10
N/A
AL0111',
7/C9.10
4/C9.10
4/C9.24
5/C9.10
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
\ \ \ \ \ \ 2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
A*lft*/ / / \.� �\ \ \
100
' / �1 I---/ / \ \ ♦ SOILS LEGEND:
I / �
TARGET RECREATIONAL
WATERLINE ELEV. = 567.00 _
// III \\ / / / / I / /�► / �. -.�- --�--
l ' \ l , / / / �Q `'� I / l l ♦� l I l I 1 � /FUL POND 0V
' \ / EL =5 0 ' ♦ /
FLOATING
TURBIDITY
CURTAIN
III / I I d/ / \/ I \� // /
�
1 / 1 � � / ■
I III - l ■ ♦ � / l I / \ / / I ■I
I1 I I100-YEAR FLOOD ELEV.= 571.00 \/ I� I / l l \ \ 583.5' / I I 1 I DOUBLE ROW HIGH /
HAZARD SILT FENCE (TYP)
(REFER TO DETAIL 3/C9.10)
LL\ \ / / / ' 30' CAT WBA RIVER/ / \ ' /
06) / / / I LAKE V*LIE BUFFER I i
Il I I UNDISTURBED TREE
1 SAVE AREAZA
III ■ / I � / I I I TA GETECREATIONAL
\ \ \ WA ERL9NE ELEV. = 567.00 I
FUL POND ELEV. -
570
LdB2 is
II � • � � \ \ \ �►ys \ ■ �� I l l l II l l
I \ ♦ $ I L00
o
/ \ \
I
I I �/ \ �� ♦ \ �� 1� l I l I I
1 1 1 4.9 a \ ♦\ 1 006 �, I ♦'i / I 1 1
lII % I / aye % \ \ ♦\ \ I 1
T 1 TT / ♦ l l 1 / � /
\ / �o
/ III I- 1 LL i /\ ♦ \ �� T
DOUBLE ROW HIGH HAZARD SILTI
I II _ \\ \ -A
FENCE (TYP) ,
(REFER TO DETAIL 3/C9.10) / T
MATCH IN . S S f C;4
♦ - - \ ATC��IN�E. SLt SH Zo
I I I♦ ■� �Q � —� � \\♦ I � T I I I 1
I II .II I � ,. .r _�/' /—� / , ,♦, � � I .�� 'A
5 LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY EROD // / / / ��/// / / / / / / // / / / / / / / \ \ \ ♦ I ' \ \ \ 4E)
/
/ 100-YEAR FLOOD ELEV= 571' ' P / / \ I ♦ I I v� \ \ LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERO
/ // / / / / / a \ ♦ I PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
/% / I 1 /
111 111 llllllll�/i �� / / .�• / ♦ 1 /\ ♦ I I I l / / / / 30' CATAWBA RIVER/ /y� / / LAKE WYLIE BUFFER / / / / j
/ SHORELINE / /) / ♦ / / LcE STABILIZATION (REFER \ ' / ♦ / / \ I I I I \
/ TO DETAIL 4/C9.11) / / , / / / C�
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
(� DUKE
ENERGY:.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
iara& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
t��t}5tlilrlf{fir
SE -AL {'
049484 =
'go 8AR00\11 07.27.20
lfrl
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
EROSION CONTROL
PLAN (PHASE I)
SOUTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C4.04
Approved by: ???

TARGET RECREATIOfAAL
WATERLINE ELEV. = 567.00
/ 9 �
/FULI(PON /
� E�V.=S 0 /
Ix
�� � ll�I� ;1•l � j 1 � j � I
/�
E SHt G'�4�04
ESH� 4I0 \ �_-` ITS
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
EROSION CONTROL LEGEND:
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
SYMBOL DESCRIPTION DETAIL
REFERENCE
Client:
SF
LIMITS OF DISTURBANCE
SILT FENCE
N/A
2/C9.10
DUKE
SF t_
DOUBLE ROW HIGH HAZARD SILT FENCE
3/C9.10
TIP
TREE PROTECTION FENCE
8/C9.11
DD
DIVERSION DITCH
1/C9.10
�, ENERGY®
i i m m i i m m 1
100 YR FLOOD ELEV.
N/A
HARDWARE CLOTH & GRAVEL
DUKE ENERGY
INLET PROTECTION
8/C9.10
PROJECT MANAGER: JAY McMULLEN
/P
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Q
CATCH BASIN INLET PROTECTION
7/C9.10
Consultants:
IP
SILT FENCE OUTLET
4/C9.10
FLARED END SECTION (FES)
4/C9.24
W E T LA. N a S
LJ.I°° ,
°° °°°
& WATERS
°.°°oo°°o
TEMPORARY CONSTRUCTION ENTRANCE
5/C9.10
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
STATESVILLE, NC 28677
CAROLINA EROSION CONTROL SPECIFICATIONS
704-773-4239
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES. Key map:
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
I SOILS LEGEND: I
LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODE
PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
SF -AL { i
0494a4 =
lfrl'�� �AR���107.27.20
I
0 10 20 40
ISCALE: 1" = 20' NORTH
' Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
EROSION CONTROL
PLAN (PHASE I) BOAT
AREA ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C4.05
Approved by: ???

E
�Ii. � i ■
I Jill I I
Ilk
I�KE ryvr IE BU FERABA /
SAT�j1
RIVE /Ire_ i I buF FR IEJs
I/
AV
`-069C 40
I
%'- � I��11�1�
I
it
Ld D2
/TARGET
REg REATIONAL I I / I , ♦ � I
WATERLINE 67E 0 AS
FXL POND ELEV. 0
y \LO
100 YEAR FLOOD \ co
co
ELEV. 571.00
1�
\
SILT SACK TO BE INSTALLED INSIDE RISER '
TO DETAIL 7/C9.10)
(REFER
SKIMMER
\ �
(REFER TO DETAIL 6/C9.11)
BAFFLES
\
\
(REFER TO DETAIL 7/C9.11
I■1■""7I■r7
/ �r
IP
►►ig
i
I�
DRAINAGE AREA 1
1.90 Ac (82,609 SF)
DISTURBED AREA I
1.81 Ac (78,761 SF) /
on
,,- - ---t-/ -,
� ' Y
Ld B2
` T
/ I
TREE PROTECTION FENCING
/ (REFER TO DETAIL 8/C9.11)
I �
ILIMITS OF DISTURBANCE
(TYP)
s�
� /MAT
\ \ I
` ` I
06
h
CATCH BASIN INLET PROTECTION \
CONNECT TEMPORARY 24" HDPE TO STRC 8.
INV: 580.42
- TEMPORARY CONSTRUCTION ENTRANCE
(REFER TO DETAIL 5/C9.10)
t7 DDD DDD DD D�t7
DD D D��' D /
s Dpl pp LPD p Dp —
�� D p
DDpDDDpD
590
Pa F
I III /
RAIN GARDEN TO BE USED AS TEMPORARY SEDIMENT BASIN
X\ UNTIL SITE HAS BEEN FULLY STABILIZED AND EROSION
CONTROL INSPECTION COMPLETE. / \
I
EROSION CONTROL LEGEND.
DETAIL
SYMBOL DESCRIPTION
REFERENCE
LIMITS OF DISTURBANCE
N/A
SF SILT FENCE
2/C9.10
SF t_ DOUBLE ROW HIGH HAZARD SILT FENCE
3/C9.10
TP TREE PROTECTION FENCE
8/C9.11
DD DIVERSION DITCH
1/C9.10
1 100 YR FLOOD ELEV.
N/A
HARDWARE CLOTH & GRAVEL
8/C9.10
INLET PROTECTION
IP
QCATCH BASIN INLET PROTECTION
IP
7/C9.10
SILT FENCE OUTLET
4/C9.10
FLARED END SECTION (FES)
4/C9.24
LU'pp pp
°.°pop° ° o TEMPORARY CONSTRUCTION ENTRANCE
5/C9.10
p�ppppp0
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
SOILS LEGEND:
LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED
PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FS&c WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
I" CAO
SEAL {'
049484 -
lfrl��AR�107.27.20
IIIIIIII IIIIIIII
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
_ ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
EROSION CONTROL
PLAN (PHASE II)
NORTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C4.06
Approved by: ???

E
10 �E�Fj F7Y E�E' O� I I I
4I SP
W �� R��CEV �O SA7
��IN
FI L 7ND GLE 70 I
�I��I��I � ICI I � �•�Iti
ISHORELINE STABILIZATION/
/*
DOUBLE
HIGH FAZAR
.. )
I / I (REFER TO DETAIL 3/C9.10)
II �
I III I �1
I TAI
RG�T RECRE IONAL
VI/AT RLI E ELE — 567
�FUL L PON� �EV.
50
I I II I I
I I'II = I■
I / I' I ■ I I �
' I I
i ■ I rt ■ A■
I I I III I•I I � ay
MATCHLINE: S E{S/ 4'f 64.pW
'Ai
TT 11
to7\ I�
AU
AV
II •'
HARDWARE CLOTH & GRAVEL I /
INLET PROTECTION
(REFER TO DETAIL 8/C9.10)
I I / ► II
16
/� / •III
LEVEL SPREADER
(REFER TO DETAIL / 9.24)
SILT SACK TO BE INSTALLED INSIDE RISER I I I \
(REFER TO DETAIL 7/C9.10) I \
RAIN GARDEN TO BE USED AS TEMPORARY SEDIMENT BASIN UNTIL
SITE HAS BEEN FULLY STABILIZED AND EROSION CONTROL 1
INSPECTION COMPLETE.
DOUBLE ROW HIGH HAZARD SILT /
\ FENCE (TYP)
(REFER TO DETAIL 3/C9.10) I
SILT FENCE OUTLET (TYP)
(REFER TO DETAIL 4/C9.10)
co
LCE _
1A - !
EROSION CONTROL LEGEND:
DETAIL
SYMBOL
DESCRIPTION
REFERENCE
t
LIMITS OF DISTURBANCE
N/A
SF
SILT FENCE
2/C9.10
� SF �
DOUBLE ROW HIGH HAZARD SILT FENCE
3/C9.10
TP
TREE PROTECTION FENCE
8/C9.11
DD
DIVERSION DITCH
1/C9.10
100 YR FLOOD ELEV.
N/A
HARDWARE CLOTH & GRAVEL
8/C9.10
IP
INLET PROTECTION
®
IP
CATCH BASIN INLET PROTECTION
7/C9.10
SILT FENCE OUTLET
4/C9.10
FLARED END SECTION (FES)
4/C9.24
Opp°pVpp
U . p o 0 op op
TEMPORARY CONSTRUCTION ENTRANCE
5/C9.10
v p�ppp pp
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
SOILS LEGEND:
LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED
PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
VfWETLANDS
Sac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
C4.04
C4.08
,A
C4.03
C4.07
C4.02
NORTH C4.06
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
I" CAO
SFAS { .
0494,94 =
BAR �1� 07.27.20
lfrl
C4.05
C4.09
TREE PROTECTION FENCE O 10 20 40
(REFER TO DETAIL 8/C9.11)
SCALE: 1" = 20' NORTH
DOUBLELAYER
\ HIGH HAZARD SILT
\ \ FENCE (TYP)
(REFER TO DETAIL 3/C9.10)
I I� '--58 J
\ I � \ l l ✓ ii
1
I I
�CHLINE:oSEE SHEET C4.06
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
Date Description
Title:
EROSION CONTROL
PLAN (PHASE II)
CENTER ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C4.07
Approved by: ???

E
M
77
N
O
N
0)
Q
0)
0
c
0
0
w
0
0
U
N
O
0
N
U)
M
0
U
M
U)
0
co
Q
a�
0
0
Q
0
0
U)
N
0
0
N
i
O
N
0
U
N
0
^L
LL
J
/// YARG T REERE,�,TION
/WATER/ZINE ELEV. = 567.00
FULL POND-ELEV.
moo
� / 22�—�
// / / �
/ // � \
_
/i// /ice//i/� 40V_�--�-
RIP RAP APRON
INLET PROTECTION
DOUBLE ROW HIGH
— — HAZARD SILT FENCE (TYP)
(REFER TO DETAIL 3/C9.10)
EROSION CONTROL LEGEND:
DETAIL
SYMBOL
DESCRIPTION
REFERENCE
LIMITS OF DISTURBANCE
N/A
SF
SILT FENCE
2/C9.10
� SF �
DOUBLE ROW HIGH HAZARD SILT FENCE
3/C9.10
TP
TREE PROTECTION FENCE
8/C9.11
DIDDIVERSION
DITCH
1/C9.10
1
100 YR FLOOD ELEV.
N/A
HARDWARE CLOTH & GRAVEL
8/C9.10
IP
INLET PROTECTION
I®
IP
CATCH BASIN INLET PROTECTION
7/C9.10
I
=_
SILT FENCE OUTLET
4/C9.10
FLARED END SECTION (FES)
4/C9.24
LU
°.°
TEMPORARY CONSTRUCTION ENTRANCE
5/C9.10
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
— —
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
' 2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES. /
00011,
21 ♦ \ \ \\ —
SOILS LEGEND:
�
� / \ 1, \ \ \ /
LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED /
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODE
/ 100-YEAR FLOOD ELEV= 571' ' ' TP ♦ I I v� \ \ LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPEMODER ELY ERO / /
/,/ // / / / / h� ♦ I PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES ELL DRA1NEDIX
R
D
�n
■STEWART
■
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
m Client:
DUKE
■
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
VfWETLANDS
Sac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
C4.04
C4.08
C4.05
C4.09
30' CATAWBA RIVER/ 4/ / / �^`� / / � / / I I S I I /
LAKE WYLIE BUFFER o
/ / I I // / TARGET RECREATIONAL _ / ♦ C4.03
WATERLINE ELEV. = 567.00 _ ♦ _ C4.07
SHORELINE ) \ ' LcE
STABILIZATION (REFER i CFT I
TO DETAIL 4/C9.11)// �we
NORTH C4.06
/ III \\ / / ♦ � / I: /, / / / / \
Seal:
FUL POND
�P 5 0 . PRELIMINARY- DO NOT
USE FOR CONSTRUCTION
FLOATING / / ' ♦/
I l , 1 TURBIDITY / /
CURTAIN I / ' / / ��� Vi CAq r�fr
III l I l l ► I 1 \ / ♦ / ■'� SF -AL { i.
049484 -
I100-YEAR FLOOD ELEV.= 571.00 / 7I I 1
ffrrl`�u SARV#1N1,"07.27.20
DOUBLE ROW HIGH - , �/ / rrrli4�►
I / / HARDWARE CLOTH & I❑ `s I HAZARD SILT FENCE (TYP)
(REFER TO DETAIL 3/C9.10)GRAVEL INLET
1 /
_ l I PROTECTION (TYP) (REFER TO DETAIL 8/C9.10)
I I�
30' CAT WBA RIVER/
LAKE V�YLIE BUFFER / 1
III /
I
7 /
\ � I
N
0 10 20 40
30 ATAl/B
LA WY LIE vE I SCALE: 1" = 20' NORTH
/�
� ♦ I : 1
I ♦ i
I I I ■ � I � � I TA GETECREATIONAL
WA ERL9NE ELEV. = 567.00 I Project:
I - ■ � I � � - � - I _ f • � ♦A � , ♦ � I I POND ELEV.
570 1 I I I I
I � •■\ / I I I � I
SOUTH POINT
I I 1• \ I I ■V
\ I ACCESS AREA
I I - ♦ \ I r► 1 I • I \ UPGRADES
1LdB2
Issued for:
II I
T
I I I PERMIT SUBMITTAL
P
�No Date I\ I I l l I �` Description
III I I \ + / ---- ----
1I I I � �N X � \ �\ : 1 006 � I♦�i l � I I I
0
/ I /
T T T ----
/l�oo
/// / I S,, • \� T, l♦ I l l 111 / l
I / : � \ � _ � '� T �^ � / � / / / / / /
I \ ♦ .. \ ..:. T / / / / / Title:
DOUBLE ROW HIGH HAZARD SILT
I
FENCE(TYP) EROSION CONTROL
(REFER TO DETAIL 3/C9.10) I / \ ..
■ / \ PLAN (PHASE II)
/� I - ■ / / / \ \ 100
I I \ SOUTH ENLARGEMENT
/ T ATC I ESE SH 4L0
I I I I I , Q ♦ I \ I I I I I Project number: L20027 Sheet #:
Mi AL, � Issued Date: 07.29.2020
Drawn by: ??? C4.08
Approved by: ???

E
M
77
N
0
N
0)
Q
100 YEAR FLOOD ELEV. = 571.00
FULL POND
ELEV. = 570
30' CATAWBA RIVER/ O
LAKE WYLIE BUFFER
\'41"�
\ \ � `
41 Iv
40
410
\ \ 400-0 '
TEMPORARY SILT FENCE \ \
\ (REFER TO DETAIL 2/C9.10)
LLB' ■
LJJ
_Lii
■
w
w Q Q
z Q 0
J �
U
CQ �
low
G ■
/ ■- RAC ��� ��
TARGET RECREATIO�AL
WATERLINE ELEV. = 567.00 —
/ FULI/POND
EL V. = 5 0
�
4 / LcE
' � W
1
LIMITS OF DISTURBANCE
P
to
i
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
EROSION CONTROL LEGEND:
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
SYMBOL DESCRIPTION DETAIL
REFERENCE
Client:
SF
LIMITS OF DISTURBANCE
SILT FENCE
N/A
2/C9.10
DUKE
SF t_
DOUBLE ROW HIGH HAZARD SILT FENCE
3/C9.10
TP
TREE PROTECTION FENCE
8/C9.11
DD
DIVERSION DITCH
1/C9.10
,E N E RGY®
i i m m i
100 YR FLOOD ELEV.
N/A
HARDWARE CLOTH & GRAVEL
DUKE ENERGY
INLET PROTECTION
8/C9.10
PROJECT MANAGER: JAY McMULLEN
/P
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Q
CATCH BASIN INLET PROTECTION
7/C9.10
Consultants:
IP
SILT FENCE OUTLET
4/C9.10
i4f&&
FLARED END SECTION (FES)
4/C9.24
W E T LA. N a y
WATERS
TEMPORARY CONSTRUCTION ENTRANCE
5/C9.10
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
STATESVILLE, NC 28677
CAROLINA EROSION CONTROL SPECIFICATIONS
704-773-4239
NOTES:
Key map:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
C4.04C4.05
Con- F//����
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
SOILS LEGEND:
LcE - LLOYD LOAM, 15 TO 25 PERCENT SLOPES, WELL DRAINED
LdB2 - LLOYD SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES, MODERATELY ERODED
LdD2 - LLOYD SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED
PaF - PACOLET SANDY LOAM, 25 TO 54 PERCENT SLOPES, WELL DRAINED
C4.03
C4.07
C4.02
NORTH C4.06
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
SF -AL {'
049484 =
lfrl'�� �AR���1� 07.27.20
7�� 0 '�
0 10 20 40
SCALE. 1 - 20, NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
EROSION CONTROL
PLAN (PHASE II) BOAT
AREA ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C4.09
Approved by: ???

E
sz
M
77
0
N
0
N
0)
Q
;5.02 I
/ HIH
RAINGARDEN #1 SYSTEM
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
1
3
583.92
583.55
15"
76.02'
0.50%
RCP
2
3
584.84
584.50
15"
68.80'
0.50%
RCP
4
5
584.27
584.15
15"
24.35'
0.50%
RCP
3
5
583.35
583.06
15"
56.81'
0.50%
RCP
6A
6
582.18
581.39
18"
118.27'
0.67%
RCP
6B
6A
585.27
584.92
10"
69.01'
0.50%
HDPE
5
6A
582.86
582.43
15"
86.11'
0.50%
RCP
7
8
582.52
581.91
15"
65.64'
0.93%
RCP
6
8
580.89
580.62
18"
55.02'
0.50%
RCP
8
9
580.42
580.27
18"
18.76'
0.80%
RCP
9
9A
580.27
580.00
15"
42.97'
0.63%
RCP
9
9B
578.34
575.80
24"
69.56'
3.66%
RCP
10
11
575.67
573.55
15"
1 48.80'
4.34%
RCP
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
RAINGARDEN #1 SYSTEM
STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE RIM
INVERTS
1
587.93
INV OUT: 583.92 15" RCP (3)
2
588.77
INV OUT: 584.84 15" RCP (3)
INV IN: 584.50 15" RCP (2)
3
589.14
INV IN: 583.55 15" RCP (1)
INV OUT: 583.35 15" RCP (5)
4
589.17
INV OUT: 584.27 15" RCP (5)
INV IN: 583.06 15" RCP (3)
5
589.17
INV IN: 584.15 15" RCP (4)
INV OUT: 582.86 15" RCP (6A)
INV IN: 581.39 18" RCP (6A)
6
586.12
INV OUT: 580.89 18" RCP (8)
INV IN: 582.43 15" RCP (5)
6A
587.92
INV IN: 584.92 10" (613)
INV OUT: 582.18 18" RCP (6)
6B
588.44
INV OUT: 585.27 10" (6A)
7
586.34
INV OUT: 582.52 15" RCP (8)
INV IN: 580.62 18" RCP (6)
8
585.93
INV IN: 581.91 15" RCP (7)
INV OUT: 580.42 18" RCP (9)
9B
579.00
INV IN: 575.80 24" RCP (9)
9A
582.94
INV IN: 580.00 15" RCP (9)
INV IN: 580.27 18" RCP (8)
9
586.00
INV OUT: 578.34 24" RCP (913)
INV OUT: 580.27 15" RCP (9A)
10
580.00
INV OUT: 575.67 15" RCP (11)
11
577.94
INV IN: 573.55 15" RCP (10)
RAINGARDEN #2 SYSTEM
STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE RIM
INVERTS
12
585.41
INV OUT: 580.46 15" RCP (13)
13
585.41
INV IN: 579.80 15" RCP (12)
INV OUT: 573.26 15" RCP (14)
14
575.94
INV IN: 573.00 15" RCP (13)
15
574.00
INV OUT: 571.50 15" RCP (16)
16
572.49
INV IN: 569.55 15" RCP (15)
17
574.34
INV OUT: 571.80 8" (18)
18
573.88
INV IN: 571.44 8" (17)
INV OUT: 571.24 8" (19)
19
574.29
INV IN: 570.53 8" (18)
INV OUT: 570.33 8" (20)
20
572.21
INV IN: 569.33 8" (19)
21
572.63
INV OUT: 570.25 10" (22)
22
571.59
INV IN: 569.21 10" (2 1)
RAINGARDEN #2 SYSTEM
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
12
13
580.46
579.80
15"
133.25'
0.50%
RCP
13
14
573.26
573.00
15"
51.95'
0.50%
RCP
15
16
571.50
569.55
15"
32.53'
5.99%
RCP
17
18
571.80
571.44
8"
71.86'
0.50%
HDPE
18
19
571.24
570.53
8"
141.54'
0.50%
HDPE
19
20
570.33
569.33
8"
73.27'
1.37%
HDPE
21
22
570.25
569.21
10"
39.22'
1 2.65%
HDPE
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
CB1 f DUKE
., ENERGY:.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
iara& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NB
ORTI
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
SEAL {'
04.9484 _
lfrl��AR�1� 07.27.20
0 30 60 120
SCALE. 1 - 60, NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
OVERALL GRADING &
STORM DRAINAGE PLAN
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: RB C5.00
Approved by: JO

E
M
77
0
N
0
N
0)
Q
TARGET RECREATIONAL
WATERLINE. = 567
I
I
■
LEVEL SPREADER #9B
(REFER TO DETAIL 3/C9.24) `
j
11
000tOn MW�� '.
LEVEL SPREADER #11 ,
(REFER TO DETAIL 3/C9.24) f
f 10�
\ -ojo • \
1
\ OUTLET CONTROL STRUCTURE #10 —
\ (REFER TO DETAIL 2/C9.23)
\ 6" PERFORATED PVC
UNDERDRAIN PIPE WRAPPED
\ IN A GRAVEL JACKET
LIMITS OF DISTURBANCE (TYP)
\ \ 586.6'06
1
=: SEE SHEET 5.02
X 580.0'
1
X.. 1 01
GRADING LEGEND:
SYMBOL DESCRIPTION DETAIL
REFERENCE
LIMITS OF DISTURBANCE STEWART
200 PROPOSED MAJOR CONTOUR 101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
PROPOSED MINOR CONTOUR T 704.334.7925 PROJECT #: L20027
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR Client:
PROPOSED STORM DRAINAGE 1/C9.22
;i PROPOSED JUNCTION BOX 3&4/C9.21 DUKE
PROPOSED CATCH BASIN 1&2/C9.20 E N Eink C 7' %If@
®; PROPOSED DROP INLET 1&2/C9.21
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
44.50 PROPOSED ELEVATION N/A 526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
TW 46.00 TOP/BOTTOM OF WALL N/A Consultants:
BW 44.00
® FLARED END SECTION 4/C9.24
WETLANDS
.xA
T. WATERS
NOTES:
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES. 328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
GRADING & STORM DRAINAGE NOTES:
1. REFER TO SHEET C3.00 FOR GRADING & STORM
DRAINAGE NOTES.
2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
TABLE & STORM PIPE SCHEDULE.
STORM DRAINAGE NETWORK
TYPE CODE: TYPE CODE: END STRC
AD = AREA DRAIN L-AD = AREA DRAIN START STRC
FES = FLARED END L-JB = JUNCTION BOX
SECTION L-TD = TRENCH DRAIN
JB = JUNCTION BOX L-CO = CLEANOUT F
LOW
RI = RISER
YI = YARD INLET
CB = CATCH BASIN INVERT OUT
CI = CURB INLET INVERT IN
CO = CLEANOUT
TD = TRENCH DRAIN
NOTES:
1. STRUCTURES WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS.
2. STRUCTURES NOT WITHIN RIGHT OF WAY SHALL EITHER ALL BE TO NCDOT STANDARDS OR
SHALL ALL BE TO LOCAL JURISDICTIONAL STANDARDS.
3. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
4. ALL CATCH BASIN RIM ELEVATIONS ARE MEASURED FROM THE TOP OF CURB AT THE
CENTER OF THE STRUCTURE.
Key map:
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��,<}5tlilrlf{fir
r0
SEAL {'
0494,94 =
'40 SARO�N1� 07.27.20
lfrl
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
GRADING & STORM
DRAINAGE PLAN -
NORTH ENLARGEMENT
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: RB C5.01
Approved by: JO

E
1 SECTION 10 WATERS IMPACT \
VOLUME = 1,282 CY\�
L PO D EL $ �7.0
T IRE IR CR ATI NA
A�T R I L A567.074 1 OIYR F O V� 5700
I130' CATA WBA RIVER/ A
II LAKE WYLIE BUFFER
IMF LIITS OISTURBANCEI 1
II i� � i I
SHORELINE I I
STABILIZATION I I
I I SE TION 10 WATERS FIXED DOCK WITH CT
H FISH I
II ATTRACTORS
DETAIL SHEETS S3.01 & S3.02 \
I LENGTH = 41 LF
I AREA = 0.01 Ac \ \
VOLUME = 18.0 CY
I I \\\
III III �
1 I 1
/ / I I I ► 11 �
I I I
I I 1
I II I t
/ PIER ELEV = 572.0
CONC. ABUTMENT
I I (REFER TO STRUCTURAL DETAILS) /
I / EDGE OF PIER TO ALIGN
WITH EDGE OF /
I/ / BOARDWALK
II
I I 30' CATAWBA RIVER/
ILAKE IWY E BUFFER
II IULI P ND 11LE . _
I I 570!00
ITARGET R C EAT�ON L
AT RLI E LEV. = 51
I Il
I 1 \
I I I 1
.,I I
/
I I I
I I I I I
I I I I
I I I
II III
I I I I
I I I
II III
-
I
I I
I II
u _1 vU4 r00� i * ! 1 / GRADING LEGEND:
1 MATCHLIN . SE S4"f 65�� / / .:..DETAIL
SYMBOL DESCRIPTION REFERENCE
\ ' \ I• 1� I I LIMITS OF DISTURBANCE
100 e0 1 I � I I I I 200 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200 EXISTING MAJOR CONTOUR
' LEVEL SPREADER #20 / I I I - EXISTING MINOR CONTOUR
\ 0 (REFER TO DETAIL 3/C9.24) J I I PROPOSED STORM DRAINAGE 1/C9.22
PROPOSED JUNCTION BOX 3&4/C9.21
PROPOSED CATCH BASIN 1&2/C9.20
?®I PROPOSED DROP INLET 1&2/C9.21
� � � / � III / •-- --
0 PROPOSED ELEVATION N/A
TW 46.00 TOP/BOTTOM OF WALL N/A
I , 16 / , I I I BW 44.00
♦� / / I I I I
FLARED END SECTION 4/C9.24
. Af
5 LEVEL SPREADER #16 ! I I I
(REFER TO DETAIL 3/C9.24) I I I \ \ \ 1
I 1
' OUTLET CONTROL STRUCTURE #15 NOTES: I I I \ \ I (REFER TO DETAIL 2/C9.24) \
T 85.4 RAIN GARDEN 4 \ \ 2573.00 \ I I 1 I I 1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
BW: 585.4BOTTOM OF RG
O TW: 584.80 TOP OF RG: 574.00
BW: 583.17 \ ! spa (REFER TO DETAIL 1/C9.24) / GRADING & STORM DRAINAGE NOTES:
6" PERFORATED PVC
\ UNDERDRAIN PIPE WRAPPED / /
=
IN A GRAVEL JACKET / 1. REFER TO SHEET C3.00 FOR GRADING &STORM X 5. I DRAINAGE NOTES.
I 2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
.48I TW: 584.26 / / I I I TABLE & STORM PIPE SCHEDULE.
\ BW: 582.56
♦ 1 _ �� I I I I I I I
111 Iv I
n
B 3. 6, ,,
585 585.33333
53358509 to �
�I D I I \\
0
3.2 \ \ I D
i.46
4 I \ \ \ \ 1
\ \ 574.9 I I \ \ \ 1 I
l I\ \ I I I
4OD
6
7.19
751 W
�\ � '♦ I I I Ill \
I I
I 58
587200
1589.72 '
I 1
588.09 \
91
589.09 � I
I
588.91 I
1589.09
i
4
I /
4f
�580
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
fc\c
WETLANDS
WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
;yk��l�titi�Frr�rr,,f
-tVt Aiy
'4 {ice r
L _
049484
f'V,,,40 BARD ' ,07.27.20
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
/ I GRADING & STORM
DRAINAGE PLAN -
/ \ �580.6' I I CENTER ENLARGEMENT
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
MAT HLINE. SEE SHLET 1 I Drawn by: RB
/ C S C5 O / / I I I Approved by: JO C 5.0 2

E
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0
0
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0
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0
0
N
i
0
N
0
U
N
0
11
J
zz
TARGET RECREATIONAL \ \
/ / / / / / -WATERLINE- L€V. =56,7.00 \ \ �� FULL POND ELEV. = 570.0�
LIMITS OF DISTURBANCE I
SECTION 10 WATERS IMPACT / / ` \
/ � � / � \ 100 YEAR FLOOD ELEV. = 7 .00 � I
FIXED DOCK WITH FISH
ATTRACTORS
DETAIL SHEETS S3.01 & S3.02-
/ LENGTH = 41 LF
/AREA=0.01 Ac VOLUME = 18.0 CY
SECTION 10 WATERS IMPACT / \
ABUTMENT
AREA = 0.01 Ac /
VOLUME = 30 CY
TW: 578.57 1• - \ \
BW: 578.57
PIER ELEV - 572.0 ' ♦ / / �� \ /
CONC. ABUTMENT,
(REFER TO STRUCTURAL X 571.01
DETAILS) / / I
/ \ / TW:580.33 I
573. M.U. 577.23 570.48
TW: 582.00 1 I • I
BW: 571.53 /
570.39
// / / / I / / ♦ / 51 / / 571.63
TW: 582.83 571.69
I -
/ / / I I I / ♦ / BW: 5571.54 I I \ I
/ � I I I \ � ♦ / / �7 � 571.72 0 1
SHORELINE y
\ I \NATURAL TONE IN I
yyy 57187 571.81
GRADING LEGEND:
DETAIL
SYMBOL DESCRIPTION
REFERENCE
LIMITS OF DISTURBANCE
200 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
1/C9.22
PROPOSED JUNCTION BOX
3&4/C9.21
PROPOSED CATCH BASIN
1&2/C9.20
® PROPOSED DROP INLET
1&2/C9.21
44.50 PROPOSED ELEVATION
N/A
TW 46.00 TOP/BOTTOM OF WALL
BW 44.00
N/A
® FLARED END SECTION
4/C9.24
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
GRADING & STORM DRAINAGE NOTES:
1. REFER TO SHEET C3.00 FOR GRADING & STORM
/
DRAINAGE NOTES.
2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
/
TABLE & STORM PIPE SCHEDULE.
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
ENEIRGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
VfWETLANDS
Sac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
/ STABILIZATION C ' 571.66 I iTHE BEAC AREA / I
/ / / / ' '/ / // / ,T/ "1z / / / / 571.81 57068 I I 5' W X 72' l X 3' H AIDS ONNAVIGATION,ITYP. / / � \ / C5.01
/// / / , e�F 1� v e9 572.85
FR 572.85
57291 :TW: 571.72
r 572.76
572.94 I... BW: 571.72
/y TW:573.18
BW: 571.22 / I SECTION 10 WATERS IMPACT
BEACH STABILIZATION
/ \ \ 573.03 72.ss \ ... I / . LENGTH = 12 LF
573.03 /. /.. . . I AREA = 0.01 Ac
V. / ... VOLUME =7.00Y
TW:5 1.46 ,� ... ..
I Imo, / I BW: 576.00 575.06
SECTION 10 WATERS IMPACT
S IMPACT / / / I :l
SECTION 10 WATER1 / BEACH ESTABLISHMENT \
TW: 573.20 BANK STABILIZATION BW: 571.20
/
LENGTH = 187 LF / , 1 LENGTH = 205 LF
I 574.41 AREA = 0.11 Ac
574.56 AND RE -NOURISHMENT
AREA = 0.03 Ac ` I
VOLUME 111.0 CY 574.6s I .. I /.... I VOLUME = 171 CY
= - � l fjjj��fln' 1
575.06
5839 I II^ l I I I 1 574977
TARGET CREATIONAL
R
TW: 573.43 / I. WATERLIN� ELEV. = 567.00 \
II I LO - BW:571.43....:
TW.57\\9,58
I I I \ I BW:575.89575.69 .. ' 1 FULL POND ELEV. = 570.00 / \ �
30 CATAWBq RIVER/ I
LAKE WYLIE , 5... B
UFFER I
100 YEAR FLOOD ELEV. =571.00100-YEAR FLOOD 5 84
ELEVATION: 571.00 74.s4
74.90 / .BEACH SLOPE: -4.87%
1
I 1
I I 30' CATAWBA RIVER/ 574.91
LAKE WYLI
LAKE WYLIE BUFFER 575.02 575. , 575.08 / I E BUIFFER
I 1 \ 575.08 574.87 I.
I / � ♦ � � I I s �
EDGE OF ADA WALKWAY ELEV: 567.75'
/ 574.93
I I I \ 574.36
574.32
I - .8 W. 576.4.31 574.17 57
74.32 572.97
57488
574.58 TW: 572.86
571.00
573.14
574.41 � \ \
574.45574.23 18 SE
574.51
I _ TW.572.31 \ \ \
BW: 571.00
TW: 576.30 572.43 \
BW: 576.30 \... S69:\ . \ .. /
I I _ \ �n
TW: 571.00 SAD . \ T "
2
T 1n T
'A
T
T
T� �T
T
I 1/ ♦ i
TT
00
5 .52 - ■ ■ (2 \\
/ 5 5.73 / /�
575.71
SEC
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
I � � �f
SF -AL { i
� / 045484 -
/ / � / / / l � �,f rye ••.......•-�4 �:
/ / ffrlfr� AR #1�v 07.27.20
I
- TW 571 /
x BW 570.2 r 0 10 20 40
■
TARGET RECREATIONAL x569.5 I I I / SCALE: 1" = 20' NORTH
WATERLINE ELEV. = 567 1
FULL POND ELEV. = Project:
570.00 ' I I � I /
1 I SOUTH POINT
1 I •� ACCESS AREA
1 I UPGRADES
/ �/ • / / ■/
Issued for:
PERMIT SUBMITTAL
10 WATERS IMPACT No. Date Description
BEACH STABILIZATION
LENGTH = 54 LF ' I I / / / lid I
AREA = 0.01 Ac
cc) I II
VOLUME = 29.0 CY
W---- ---- ----
-_
Title:
GRADING & STORM
DRAINAGE PLAN -
�
SOUTH ENLARGEMENT
/ / ■/■ /■ 1 Project number: L20027 Sheet#:
■ ■ ■ I Issued Date: 07.29.2020
ATC IT. SE S H 5 0 I I I Drawn by: RB
Approved by: JO C5.03
I,

GRADING LEGEND:
SYMBOL DESCRIPTION DETAIL
LO
0•D
U�n
~
=gym
2
■ r
w
w
(1)
U)
R
ui
J
zI
2
U
Q
� o
I I
r
E
000
#t \
_
100 YEAR FLOOD ELEV. = 571.00
F-30' CATAWBA RIVER/
LAKE WYLIE BUFFER
FULL POND ELEV. _
570.00
\ \♦ \ Y.
` *4k*
41
\ \
\ \ \ \ \ \ \ \ \ ♦♦
r� \ \
17
583.81 \ \ I 583.39 SIGN
' \ \ \ \ I I
W a■ 1 1�
584.13
5 2 79' I
'I Ijl
583.81 '
\ \ , 583.39
\ 583.74 1 I I
\ 583.32
584.19 \ \
\ \ \ 580. I \ I
FFE \ \ I ■
\ \ 585
588. 3'
III
200
LIMITS OF DISTURBANCE
N/A
PROPOSED MAJOR CONTOUR
N/A
PROPOSED MINOR CONTOUR
N/A
EXISTING MAJOR CONTOUR
N/A
EXISTING MINOR CONTOUR
N/A
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
GRADING & STORM DRAINAGE NOTES:
1. REFER TO SHEET C3.00 FOR GRADING & STORM
DRAINAGE NOTES.
2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
TABLE & STORM PIPE SCHEDULE.
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
"'k, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FSac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
SEAL {'
049484 =
GINe
lfrl�� iAR�7.27.20
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
GRADING & STORM
DRAINAGE PLAN BOAT -
AREA ENLARGEMENT
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: RB C5.04
Approved by: JO

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AREA: II0.13 AC / 6 S
/ III III I II \ DA 6 DA 7
AREA: 0.20 AC 588 0' AREA: 0.18 AC
,'
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
CB1 f DUKE
., ENERGY,.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NB
ORTI
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
I" CAO
SEAL {'
049484 =
lfrl�� 45AM ��1� 07.27.20
0 30 60 120
SCALE. 1 = 60, NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
INLET AREA
DRAINAGE MAP
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: ??? C 5.3
0
Approved by: ???

X0,
E
777
GRADING LEGEND:
DETAIL
SYMBOL
DESCRIPTION
REFERENCE
3
DRAINAGE AREA
BOUNDARY
N/A
IMPERVIOUS AREA
N/A
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
., ENERGY:.
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
&. WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrl,{fir
SEAL {'
049484 -
lfrl��AR0 7.27.20
0 30 60 120
SCALE. 1 - 60, NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
POST - DEVELOPMENT
DRAINAGE AREA MAP
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C 1
Approved by: ???
5.3

E
77
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0)
Q
DOWELS @18"OC
18"
24" -
1% 4 k4 , 00
III,�IIIIIIII
-' ' #5 DOWELS @18"OC
1'
(2)#4 CONT
II I FINISH GRADE, SEE #4@8"OC
CIVIL DWGS
DIRECTION OF TRAVEL —
30'-0" (TYP.)
11�11�11�11�11,11,1
PLAN VIEW
(2)#5 CONT
#4@24"OC
CONCRETE STEPS
SECTION
GROOVE JOINT (TYP.) LIGHT BROOM FINISH
vs° 1/8°RADIUS 1 PERPENDICULAR TO
DIRECTION OF TRAVEL
1 /8" TO 1 /4" W
j
4" 1/2" EXPANSION JOINT
U
4 a JOINT FILLER 1/4°PER FOOT
'.t t...,
� PROPOSED CURB &
4 Aec a°Aec z„ GUTTER
PROPOSED SIDEWALK
CONCRETE SIDEWALK
GROOVE JOINT TRANSVERSE EXPANSION JOINT DETAILS SHOWING EXPANSION JOINTS
IN SIDEWALK IN SIDEWALK IN CONCRETE SIDEWALK
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 6INTERVALS. ONE 1/2" EXPANSION
JOINT WILL BE REQUIRED AT 30' INTERVALS NOT TO EXCEED 35AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A
SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALKAT DRIVEWAY ENTRANCES AND AS INDICATED TO BE 6" THICK.
3. 6" THICK SIDEWALK TO BE MACRO SYNTHETIC FIBER REINFORCED (2 Ibs./CY).
4. WIDTH OF SIDEWALKS SHALL BE 6WIRE UNLESS OTHERWISE NOTED
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERCEDE THESE STANDARD DIMENSIONS SHOWN.
7. LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL
CONCRETE SIDEWALK, EXPANSION & CONTROL JOINT DETAIL NTS
PAVEMENT TYPE I SURFACE INTERMDEIATE ABC
STANDARD DUTY ASPHALT 1 2" 1— 8"
ASPHALT PAVING
ROADWAY TYPICAL SECTION
SECTION
SURFACE COURSE
(S-9.5B)
COMPACTED AGGREGATE BASE COURSE
PREPARED SUBGRADE
COMPACTION PER SPECIFICATIONS
NTS
HANDRAIL, SEE DTL 5/C9.03
#5@18"OC Y Q
WWF, SEE NOTES Q
CO
..
80
-� • O d. : �•I /
SEE LAYOUT PLANS
FOR TREAD AND
RISER DIMENSIONS
#3 NOSING BAR
PAVING, SEE CIVIL
DWGS
o •
•
o
0
Q . A
a
(2)#4
811
3/4 11 = 1 1-011
ASPHALT PARKING; REFER 1x6 PTP EXPANSION JOINT
TO ASPHALT PARKING OR
TRAIL SECTION F-- ALL SURFACES SHALL BE FLUSH
a� T� 4 car .� gar car car T�
•-•-�I •� •I•I•-•f •-•I •-•�
Y
•�i�i�i_�i_��i�i�i�i�i�i�i�i
=
11 '- 4 CONCRETE WALK
4 ABC
COMPACTED SUBGRADE TO
95% S.P.D.
CONCRETE TO ASPHALT TRANSITION
SECTION
SIDE SLOPES SHALL NOT
EXCEED 2' OF RUN: 1' OF RISE
UNLESS OTHERWISE
INDICATED ON GRADING
PLANS. CUT AND FILL SLOPES
SHALL TIE INTO EXISTING
SLOPES TO CREATE AN EVEN
TRANSITION.
4% Max. 1 - 011
Slope 2% max cross
slope or crown
NTS
2" ASPHALT SURFACE COURSE
(TYPE S-9.5B SUPERPAVE IN
ACCORDANCE WITH NCDOT
STANDARDS)
6" COMPACTED
AGGREGATE BASE COURSE
(SEE NOTE 3 BELOW)
4% Max.
Slope
CLEAN BACKFILL WOVEN GEOTEXTILE FABRIC EXISTING GRADE
(PER SPECS) BETWEEN ABC AND SOIL AS
PER SPECS (TYPICAL)
NOTES:
1. CROSS SLOPE SHALL FOLLOW PREVAILING GRADE OF LAND.
2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION.
3. ALL NEW ASPHALT TRAIL SHALL HAVE A MIN 6" AGGREGATE BASE. THE AGGREGATE BASE OF THE
EXISTING TRAIL MAY BE USED TO FULFILL THIS REQUIREMENT. THE CONTRACTOR SHALL KEEP
RECORDS OF THE REUSE OF ALL AGGREGATE BASE MATERIAL. THE CONTRACTOR WILL BE AWARDED
A CREDIT FOR THE REUSE OF THE EXISTING AGGREGATE. THE OWNER MUST APPROVE ALL RECORDS
AND CREDITS.
ASPHALT TRAIL
SECTION
% " — 1'-011
2
°
o.
d o
a
° Qo a
CO ° °° d°
a GROOVE JOINT (MATCH DETAIL A)
M °' a °
° o o
°. CONCRETE PAD
a °.
° o
Q ° a
10'-611
RADIUS = 1"
1.5% MAX.
SLOPE
JCRETE SIDEWALK
ASPHALT TRAIL
6" THICK (TYP.) CONCRETE FLATWORK
(BROOM FINISH)
6" THICK (TYPICAL) COMPACTED ABC
TO 95% S.P.D.
' I"_ ` 3'-6" "'l 1 1 1 1 1 1 1 1 1 1 1 1 1 1
=1IEdIEdIEdI
-III=1 I I=1 I �-
PROVIDE EXPANSION JOINT AT
SIDEWALK
NOTE:
TRASH RECEPTACLES PROVIDED BY DUKE ENERGY
CONCRETE TRASH RECEPTACLE PAD
SECTION
2'-67
VARI
ASPHALT ROAD & PARKING PAVING
SECTION
EXISTING
GRADE
CUT INTO
EXISTING SLOPE
TO ACHIEVE
FINISHED GRADE
NATURAL SURFACE TRAIL
SECTION
6'-011
4" HARDWOOD MULCH
SURFACE 2% MAX.
CROSS SLOPE
COMPACTED
SUBGRADE
Ff_u�vz;�
3/ 11 = 1 1-0II
8
2v-6vs
Y " — 1'-011
2
% " — 1'-011
2
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
�OQ,C PND A . AO,�/,�
cr �
ei ya'
BLAG\07.27.20
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: TM C9.00
Approved by: EMB

E
77
N
O
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0
0)
Q
STEEL GUARDRAIL
03 C9.
EXPANSION JOINT
6' WIDE CONC
7
(C9.
SIDEWALK
0
PLACE POST IN CENTER OF
THICKENED EDGE
+ V-F APPROX. +
Segmented Wall
Cap Unit
Segmented Wall
Unit
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
1" - 1 1/4"
8'I
/-Finished Grade
Base Leveling Pad Notes:
Compac Unit
Cap Unit
1. The leveling pad is to be
Width: 18"
Width:
18"
constructed of crushed stone
Depth: 12"
*Depth:
10 1/2"
or 2,000 psi± unreinforced
Height: 8"
Height:
4"
concrete
*Weight: 85lbs
*Weight:
45lbs
2.The base foundation is to be
approved by the owner's geotechnical
engineer prior to placement of the
leveling pad.
Unit Face
r -- — Excavation
-——_——-——-— Limits
=1 I I-1 I I-111=1 11—_ 1 I 1=1 11=1 11=111=1 I I. ; III =III
=
"— ��� I
Foundation Soil 1` �j 1�II I��I 1�I�
Note- Unreinforced Concrete 6II Crushed Rock or I� �` I� �`�
��Ii 1 11I1��I�1 i\I�I�11
- When site conditions require, wrap drainage tile in 3/4 or Crushed Stone Unreinforced Concrete i I\�
aggregate and filter fabric with drainage composite or Leveling Pad Leveling Pad
aggregate back drain system, as directed by the owner's
geotechnical engineer.
- Concrete filled tube to be set during the wall construction, not
cut through geogrid afterwards when directly behind units. Wall Unit/Base Pad Isometric Section View
Typical Reinforced Wall Section Dimensions & Weight May Vary by Region
1 " Setback
(2) - 4" Cap Units or
(1) - 8" Cap Unit -,
4" Cap Unit
/8" Segmented
Wall Unit
Note:
1. Secure all cap units with manufacturer
approved sealant.
Top of Wall Steps
6" Crushed Rock or J
Unreinforced Concrete
Leveling Pad
8" or 16"
Step
Note:
1. The leveling pad is to be constructed of
crushed stone or 2000 psi ± unreinforced
concrete.
6" 1 /2" x 5 1 /4"
Fiberglass Pins
Front Face
W + 1211
Section
Levelina Pad Detail
%JUU�Jl IU IJ LU LlU I IQLGU VI I LGVGI
Backfill and Extended Over the
Fiberglass Pins. Place Next Unit.
Pull Grid Taught and Backfill.
Stake as required.
Grid & Pin Connection
!q
co
Wall Unit Elevation
+1
N ,®•• •
.�
18"
Wall Unit Plan
Wall Unit
Dimensions May Vary
by Region
+1
N
0
,e
.a .
Ca
Cap Unit Elevation Cap Unit Elevation
1 18" 1
Cap Unit Plan
Straight
Cap Unit Option
Dimensions & Availability
Will Vary by Region
v - ° 4
a o °'
a.
a
° ° a d
° ° d
o.. a
°. '4 .
°. a a 01
.O. .0 .0 •
Guardrail Detail
GENERAL NOTES:
1. AT THE CONTRACTOR'S EXPENSE, ALL RETAINING WALLS ON THIS PROJECT TO BE DESIGNED
AND SEALED BY AN NC LICENSED STRUCTURAL ENGINEER. THESE DETAILS ARE PROVIDED FOR
REFERENCE ONLY.
2. THE CONTRACTOR WILL COORDINATE WITH THE CONSULTANT REGARDING SCHEDULES AND
SHOP DRAWINGS FOR INSTALLATION OF RETAINING WALLS AND ASSUME THAT THE WORK IS
COMPLETED WITHIN THE CONTRACT DURATION.
3. THE CONTRACTOR SHALL COORDINATE CLOSELY WITH THE CONSULTANT AND NOTIFY THEM A
MINIMUM 48 HOURS PRIOR TO PLACEMENT OF STRUCTURAL FILL AND/OR GRADING FOR WALL
CONSTRUCTION.
CONCRETE SIDEWALK
STEEL GUARDRAIL
C9.03
Cap Unit Plan
Three Sided
Cap Unit Option
Dimensions & Availability
Will Vary by Region
12" DIAM. CONCRETE FILLED
TUBE FOR GUARDRAIL POST
SET WITHIN FOOTING; PLACE 8'
O.C.
EXPANSION JOINT
�CqQol SEGMENTED
RETAINING WALL
STEP DETAIL
SECTION
2'-5" 1'-1112ol1'-112"
SIN
LO
:e SIN
a L _
COMPACTED SUBGRADE
TO 95% S.P.D SECTION
2'-5" 1'-112" " 1'-112
COMPACTED ..D
ELEVATION
TO P.D
3" = 1'-0"
6" x 6" ACT COMPOSITE
TIMBER
#6 x 18" - REBAR 18" O.C.
SEE LAYOUT PLANS FOR CONNECTING
SURFACE MATERIAL
4" COMPACTED AGGREGATE
BASE TO 100% S.PD.
6" x 6" ACT COMPOSITE
TIMBER
10" - 3/4" GALVANIZED
LAG BOLT
SEE LAYOUT PLANS FOR
CONNECTING SURFACE MATERIAL
4" COMPACTED AGGREGATE
BASE TO 100% S.PD.
NOTES:
- CONTRACTOR TO COUNTERSINK ALL REBAR AND LAG BOLTS FLUSH WILL COMPOSITE TIMBERS
- ALL COMPOSITE TIMBER SHALL BE BROWN IN COLOR
- ALL CONCRETE PADS SHALL HAVE A MAX CROSS SLOPE OF 2%
- SEE PLANS FOR NUMBER OF STEPS
- WHEN CONNECTING WITH BOARDWALK, USE CONC. ABUTMENT DETAIL (SEE STRUCTURAL)
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
*%, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
imWETLANDS
r&c WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
.-7
IU
ei yea'
BLAG��`��07.27.20
I1111111110,
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
SEGMENTED RETAINING WALL DETAIL NTS COMPOSITE STEPS Y211 = 1'-0" Drawn by: TM C901
SECTION
pprove y: ■

36-10"
E
CL
77
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0
Q
NOTES:
1.) PICNIC SHELTER SHALL BE ICON SHELTERS (OR
APPROVED EQUAL) WITH ELECTRICAL ACCESS
THROUGH HOLLOW FRAME. CONTRACTOR SHALL
PURCHASE SHOP DRAWINGS AND FOUNDATION DESIGN
FROM ICON SHELTERS (OR APPROVED EQUAL). SHOP
DRAWINGS & COLOR OPTIONS SHALL BE SUBMITTED TO
DUKE ENERGY FOR REVIEW AND APPROVAL. RCP
SHELTERS CAN BE CONTACTED AT 1-800-748-0985 OR
WWW.ICONSHELTERS.COM (SEE SPECS FOR
ADDITIONAL INFORMATION)
2.) SIDEWALKS AND GRILL LOCATIONS VARY BETWEEN
SHELTERS (SEE LAYOUT SHEETS)
3.) SHELTER PAD TO BE DESIGNED AND SPECIFIED BY
SHELTER MANUFACTURER.
7 EXPANSION JOINT (TYP.)
C9.00
CONCRETE PICNIC SHELTER PAD
BY MANUFACTURER
4 CONCRETE PICNIC TABLE (6)
C9.03
3 (2) - DOUBLE PEDESTAL GRILL
c9.o2 AND CONCRETE PAD
7 6' WIDE CONCRETE
c9.00 SIDEWALK
ICON PICNIC SHELTER
(SEE SPECS)
7 CONTROL JOINT (TYP.)
C9.00
5 CONCRETE ADA PICNIC TABLE (2)
C9.03
PROVIDE MIN OF 1% & MAX. OF 2%
CROSS SLOPE; SLOPE SHOULD FOLLOW
PREVAILING SLOPE OF SITE
ICON PICNIC SHELTER PAD AND LAYOUT
PLAN
" ''11TITTT1T111n11P11lP�1�
"'-""�Ilrrlrllllglllllllll(IIIIIf�I1M1111111111
111111 n IIIgIIIIiIIIrII1rd IIMIIINIIIIIII(�
" " •�.Y �.i1 aIe101
1 Y1114111111i 711 il�illllllll r�n.�..... .._ - .. . -.. �.... •••
1 /8" = 1'-011
SIGNAGE �_ A
CONCRETE SIDEWALK O
AND CURB RAMP \
© NOTE:
SYMBOL SHOWN ON PLAN TO IDENTIFY
ACCESSIBLE PARKING SPACE LOCATION
ONLY. DO NOT PAINT SYMBOL ON SPACE.
10' 8' 10' 1
VAN
ACCESSIBLE
SPACE
PARKING SPACE PAVEMENT MARKINGS
0 0
MANUFACTURE: PILOT ROCK
Model C2-36/SS4;Q-
with optional shelves,
Firebox Dimensions (DxWxH) (2) 16"x2O"x8"
Cooking Area (Sq. In.) 640
No. of Grates 2
Vertical Grate Adjustment
from Bottom of Flrebo 3-3/4"-10-1/211
Weight 145 Ibsr
Optional Shelf (2)5 1
Base Options B2 (S-tandard), 0B4, B14
PEDESTAL GRILL
Model B3
Su rface
Mount
Base
NTS
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
ia4NETLANC]5
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
O © PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
VAN ACCESSIBLE VANR7-Be RESERVED
ACCESSIBLE 12'x6' PARKING
PARKING SIGNAGE ® RESERVED C A /�
MUTCD ```T,II I11111 j7j
'',R7-8I�I
12".1 ♦♦♦\\,� N
PARKING 12'x 16'
MUTCD ♦ C i
R7-Bo : �••PNDSC0
q• /iJ_
B
MAXIMUM R7-8D - Q • '
AXIMUM
w• N
PENALTY NENALT R2'x9D
PARKING SIGNAGE $250 i
��''`yMe•BLAG4� ""07.27.20
l r, �it iirlYI YI IY
SIGN R7-8e
12"
. ", � ••••�.�..Il�hl d(II IIIililllfi lltll�II1�III�N�IIiIIIYIIII,idlliilllllll'
ll 1! jjJ I
NF
A�� BLE
6
K
K�I
ED11
G PARKING
- -
NOTES:
ACCE,
SIBLE
(SIGN R7-8o
MUM
- MANUFACTURER: ACCESS REC, LLC
E
- PRODUCT: ACCESSMAT AM 6-33; COLOR: BLUE,
9LTY
MAXIMUM
FGS2O3
- 6' WIDTH 33' LENGTH
PENALTY (SIGN R7_BD
$ 250
l
A
3/8' (TYPICAL)
- INSTALL W/ 12" LONG GALVANIZED SPIKES FROM MFR
R7-8e
DIMENSIONS INCHES
(INCHES)
LOCATE BEHIND
SIDEWALK OR IN PAVE
ENT
3/8' (TYPICAL)
A
I.
C
D
E
F
G
H
J
K
L
(SEE PLANS)
12
6
3/8
3/8
I-1/2
I-1/2D
1/2
ID
2-1/2
R7-8D
.INCREASE SPACING 5OS
FINISHED GRADE
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS,..,:;,.,,.
, -•
�.• .:;.... -`
LEGEND AND BORDER - GREEN
IIIIII:'
III I-_
BACKGROUND - WHITE
LEGENDAND ND BORDER WHE- GREEN
IIIIII
-III x—
-
III III=
ACCOM PENALTY SIGNS ARE REQUIRED TO
ACCOMPANY ALL R7-8o PARKING SIGNS
ERECTED AFTER DECEMBER 31,1990
ADA ACCESS MAT
a /
01
6"
1" PER FT. RISE
2'-611 V
NOTES
(1) 1/2" PREFORMED EXPANSION JOINTS REQUIRED AT ALL
STRUCTURES & CURB RETURNS.
(2) MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS = 40.0'
(3) DISTANCE BETWEEN DUMMY JOINTS = 10.0'
(4) CONCRETE STRENGTH = 3000 P.S.I., SLUMP = 2" FINISH
SHALL BE SMOOTHED & EVENED WITH A WOODEN FLOAT.
CURB AND GUTTER DETAIL
NTS
1 Y211 — 1'-011
ACCESSIBLE PARKING SIGNAGE
0
1
N
PLAN
NTS
EDGE OF
PARKING LOT
WHEEL STOP
CENTERED
IN PARKING
SPACE (TYP.)
1000000
I0®Om©®
IIIIIIIIII�®��0©
0
101-01, N
Project:
STOP BAR
SOUTH POINT
STOP SIGN ACCESS AREA
UPGRADES
MUTCD / NCDOT REGULATORY AND WARNING SIGNS AND MARKERS NTS
2'- 0" TO EDGE OF
PARKING SPACE
CONCRETE —
WHEEL STOP
COMPACTED SUBGRADE
EDGE OF PARKING SPACE
#5 REBAR @ 1'-6" DEPTH IN UNDISTURBED
SOIL. HAMMER SHARP END AND RECESS FROM
TOP OF WHEELSTOP Y2". (2) REBAR TOTAL AT
1'-0" FROM EACH END OF WHEEL STOP
CONCRETE WHEEL STOP
t. Y2" RECESS. GROUT
zRECESS FLUSH WITH
TOP OF WHEEL STOP
45' CHAMFER
ASPHALT
PARKING
—2-#4REBAR
1 Y211 — 1'-011
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE DETAILS
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C
Approved by: EMB
.02
SECTION

E
77
CD
N
O
N
0
Q
1 %4' O SCH 40 PIPE
(1.66" O.D.)
HAND RAIL
SECTION
SET POST INTO SLEEVE \A
WATERPROOF EPDXY. SEALJO
WITH CONTINUOUS SPOT WI
AROUND POST. GRIND SMOC
4" THICK CONCR
SIDE"
CONCRETE FOOTING
4000 PSI
COMPACTED
AGGREGATE
1-1/4" O SCH 40 PIPE (1.66" O.D. MAX)
TYP. AT ALL RAILS AND POSTS
NOTE:
WHERE HANDRAIL SITS ON TOP OF RETAINING
WALL, SLEEVES FOR POSTS SHALL BE
EMBEDDED IN CENTER OF WALL.
PAINTING NOTE:
ALL METAL SHALL BE PAINTED BLACK.
9AX SPACING PAINT SCHEDULE:
�WEEN POSTS FERROUS METAL:
ONE (1) COAT RUST PENETRATING METAL
PRIMER
TWO (2) COATS ALKYD ENAMEL
✓I DE BOTTOM RAIL AT ALL RAMPS.
I.D. GALVANIZED STEEL
=VE MOUNTED FLUSH
i PAVEMENT SURFACE
HANDRAIL (BLAC
ELEVATION
Standard Stair Section shown
(Crossover Stair Section top rail is 6" longer)
2%"
Westbury top rail
1Y4' X 1%"
Westbury mid rail /
1 y4" X 1Y4"
(42")
361 As shown
(MA
1 4t
4211 STAIR HANDRAIL (BLACK)
ELEVATION
OF RETAINING
ALL BE
IAC.I q
JG METAL
Or Vn /we ehr—nl
lusters 3/4" sq
Varies per Stair Angle
Westbury bottom rail
13/4" X 1y4"
Flat Cap
Top Rail manufactured 97 Y22" for Crossover
4012 Rail
94133 Rai
T H
P
B
L
2
3.672 L13.875
alusters %a" sq
3.673
94013 Rail
951/Z Rail length
96 Section Lenath (81
SHEET SIZE= C
DRAWN BY: wjm
PART NUMBER: A
SCALE — none
DOTE DRAWN:
Railing Call Size
T
H
B
S
L
P0N5'
FINISH:
s —D raLwnnce:
11-042009
Lac acaD:
51YLE:
36" Railing
36
34
26 1/
NA
2713
37
mac. =s
R.—\ouetwemuMoo
C3o Riviera
3446 US a EAST
DRAFT:
ameratsea�ml
FlLE NAME: sn¢i xcv.
42" Railing
42
40
32 1/
NA
331%
43
"° Bremen, IN 46506
20001222-2
G30 8 ft Section of B
1
NOTE:
- MANUFACTURER: DIGGER SPECIALTIES;
- STYLE: C30 RIVIERA, 42" RAIL IN 8' SECTIONS.
- SEE DETAIL D/C5.50 FOR INTEGRATION INTO
SEGMENTED BLOCK RETAINING WALL
NTS
NTS
42" STEEL GUARDRAIL (BLACK) NTS
6' WIDE NATURAL
C9.00 SURFACE TRAIL.
1/2" x 12" GALVANIZED LAG
BOLT AT EACH CORNER
18" - # 6 REBAR
STAKES (24" O.C.)
5-1/2" THICK CONCRETE
WITH STIFF BROOM FINISH
CONTROL JOINTS (TYP.)
STANDARD PICNIC TABLE AREA
NOTE: SEE LAYOUT PLANS FOR TABLE
ORIENTATION AT EACH PICNIC SITE
CONCRETE PICNIC TABLE 4
C9.03
611 x 6" COMPOSITE TIMBERS
1/2" x 12" GALVANIZED LAG
BOLT AT EACH CORNER
3' MIN. CLEAR ZONES
M4 M 9.3• FIN :_:
STAKES (24" O.C.) o
(ACT COMPOSITE TIMBERS, INC. CONTROL JOINTS (TYP.)
631-543-9200; COLOR TO BE BROWN
OR APPROVED EQUAL PROVIDE MAXIMUM OF 2%
CROSS SLOPE; SLOPE
SHOULD FOLLOW PREVAILING
SLOPE OF SITE
PICNIC TABLE AREA
NOTES:
MANUFACTURER: DOTY & SONS (OR APPROVED EQUAL)
MODEL: T6584
CONCRETE PICNIC TABLE
ITEM NUMBER
DETAIL
■Lx 62" W x.29 1/2" H
Table top and seats fastened down using stainless steel bolts.
Legs can be bolted down.
Wheelchair Accessible Model availab.l.e, (84''table top extended on one end with 72" L seats) T6584
WEIGHT
1250 lbs.
FINISH SHOWN
FINISHES AVAILABLE
EX Finishes (Exposed Aggregate) NOTE:
SB Finishes (Sandblast) ALL TABLES TO INCLUDE ANCHOR KITS
AND SPECIALTY BOLTS
RETURN TO PRODUCTS PAGE
ADA CONCRETE PICNIC TABLE
1/2" x 12" GALVANIZED LAG _
BOLT AT EACH CORNER
2't
t:Q
-III=III
-
—III—I
24" O.C.
(3) 4" DRAINAGE GAPS
12'-11"
1, :?0
. a .
a
6'
ADA PICNIC TABLE AREA
I I I 11— I I—I
—II1-1IM1
=I II='SECTION
SCALE: 3/4" = 1'-0"
6" x 6" COMPOSITE TIMBERS
(ACT COMPOSITE TIMBERS, INC.
631-543-9200; COLOR TO BE BROWN
OR APPROVED EQUAL
ADA CONCRETE PICNIC TABLE 5
C9.03
18" - # 6 REBAR STAKES (24" O.C.)
5-1/2" THICK CONCRETE WITH STIFF
BROOM FINISH
6' WIDE CONCRETE SIDEWALK 7
C9.00
CHAMPHER CUT EXPOSED ENDS OF
ALL TIMBERS @ 45 DEGREE ANGLE
-III—I I I-
1=1 I I=11
-11MI1
j=1 I I
— 18" - # 6 REBAR STAKES
3/16" = 1'-0"
NOTES:
MANUFACTURER: DOTY & SONS (OR APPROVED EQUAL)
MODEL: T6561
CONCRETE PICNIC TABLE
ITEM NUMBER
T6561
DETAIL
72" L x 62" W x 29 1/2'' H
Table top and seats fastened down using stainless steel bolts.
Legs can be bolted down.
Wheelchair Accessible Model available, (84" table top extended on one end with 72" L seats) T65.;�4.
WEIGHT
1250 lbs.
FINISH SHOWN
FINISHES AVAILABLE
EX Finishes (Exposed Aggregate) NOTE:
SB Finishes (Sandblast) ALL TABLES TO INCLUDE ANCHOR KITS
RETURN TO PRODUCTS PAGE AND SPECIALTY BOLTS
FOR MORE INFORMATION PLEASE CALL US TOLL FREE AT 800.233.3907
62"
28'
11" 11
N
NTS �� CONCRETE PICNIC TABLE
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
FWETLANDS
a& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
........ 0. ep AOe�/�
ei yea'
07.27.20
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
NTS Drawn by: TM C9.03
Approved by: EMB
ELEVATION
ELEVATION
ELEVATION

E
i
O
N
O
N
0
7
Q
NOTE:
SEE SHEETS S3.01 AND S3.02 FOR ADDITIONAL
INFORMATION.
PROVIDE 2"x6" WOOD BLOCKING W/ ANGLE
FOR ATTACHMENT OF TOP SLANTED RAIL -
NAIL TO 6"x6" CORNER POST (TYP.)
0
N
FULL POND ELEVATION - 100' (225.5)
HANDRAIL AND SHELF
2,x4,SHELF BACK STOP
2"x10" MID RAIL SHELF
4"x6" HANDRAIL POST (TYP.
SELF SUPPORT
ADA LOWERED HANDRAIL
2"x 8" SLANTED TOP RAIL
I I-
e e � IeI ICI e��e ' -
4 X 6 JOIST (TYP.)
6 X 6 BEAM (TYP.)
NOTE:
SEE SHEETS S3.01 AND S3.02 FOR ADDITIONAL
INFORMATION.
2"x6" TOP RAIL TYP.) BOTH ENDS,
BACKSIDE AND FRONTSIDE
2"x6" MID RAIL TYP.) BOTH ENDS,
BACKSIDE AND FRONTSIDE
TOP OF DECKING
2"x"4 TOE BOARD (TYP.) BOTH
ENDS, BACKSIDE AND FRONTSIDE
2"x6" JOIST CAP (NAIL TO POST AND
ENDS OF JOIST, TYP. BOTH ENDS)
6"x6" POST
2"x4" SHELF BACK STOP
SHELF SUPPORT
2"x4" TOE BOARD
TOP OF DECKING
-------------------------------
2"x6" JOIST (SCREW TO POSTS)
6"x6" BEAM
0
N
10" DIA. TIMBER (TYP.)
2"x8" SLANTED TOP RAIL SUPPORTED @ CORNER
POST BY 2"x6" WOOD BLOCK CUT WITH ANGLE
SIMILAR TO DETAIL C & SCREWED TO POST
4"x6" JOIST (TYP.)
2"x6" JOIST CAP -
END VIEW
SCALE: 1/2"=1'-0"
4"x6" HANDRAIL POST
2"x6" TOP RAIL
2"x6" MID RAIL
6"x6" POST
2"x4" MID RAIL
2"x4" TOE BOARD
DECKING
6" MIN. (TYP.)
FULL POND ELEVATION - 100' (225.5)
NOTES:
1.) LUMBER SHALL BE AS FOLLOWS:
A. ALL 4x AND 6x LUMBER SHALL BE NO. 1 GRADE, STANDARD DRESSED (S4S) AND PRESSURE TREATED TO .6 PCF NET RETENTION FOR GROUND CONTACT USE.
B. ALL OTHER LUMBER SHALL BE NO. 2 STANDARD DRESSED (S4S) AND PRESSURE TREATED TO .25 PCF NET RETENTION FOR ABOVEGROUND USE UNLESS OTHERWISE NOTED.
C. HANDRAIL TOP RAIL, MID RAIL SHELF (INCLUDING BACK STOP, TOE BOARD, AND DECKING) SHALL BE RECYCLED PLASTIC LUMBER AS MANUFACTURED BY TREX OR EQUAL IN LIEU OF PRESSURE TREATED LUMBER. PROVIDED MANUFACTURERS STANDARD COLOR CHART TO OWNER FOR SELECTION.
2.) PRESSURE TREATED LUMBER SHALL BE TREATED WITH WATERBORNE PRESERVATIVE.
3.) ALL CUT ENDS OF TREATED LUMBER SHALL BE TREATED WITH COPPER NAPTHANATE SOLUTION (2% METAL).
4.) MID RAIL SHELF SUPPORT ANGLES AND ANGLES TO ANCHOR JOIST TO ABUTMENT SHALL BE A36 GALVANIZED OF UNCOATED A588 WEATHERING STEEL MAY BE USED.
5.)FASTENERS SHALL BE AS FOLLOWS:
A. NAIL AND SPIKES SHALL BE HOT DIP GALVANIZED.
B. THREADED FASTENERS SHALL BE HOT DIP GALVANIZED.
C. FASTEN COMPOSITE DECKING TO JOIST W/ GALVANIZED OF STAINLESS STEEL TEMPER RESISTANT WOOD SCREWS OR COMPOSITE SCREWS IN ACCORDANCE W/ DECKING MANUFACTURER'S RECOMMENDATIONS. INSTALL FASTENERS ACCORDING TO DECKING MANUFACTURER'S INSTRUCTIONS.
6.) THREADED FASTENERS SHALL NOT BE TIGHTENED DIRECTLY AGAINST WOOD SURFACES, BUT USED ONLY IN CONJUNCTION WITH STANDARD OGEE OR FLAT WASHERS.
7.) PILES SHALL BE ROUND 10" DIA. SOUTHERN YELLOW PINE TIMBER PILES, CHOSEN FOR BUTT DIAMETER, GRADE ASTM D 25AND TREATED FOR FRESHWATER USE STANDARDS; 0.80 CCA, AWPA C3. DRIVE PILES TO MINIMUM 5 TON CAPACITY AND 25' MINIMUM EMBEDMENT BELOW GRADE INTO FIRM RESIDIUM. PILE
LENGTHS SHOULD INCLUDE AN ADDITIONAL 5' TO ACCOUNT FOR POSSIBLE VARIABILITY IN THE THICKNESS OF LOOSE LAKE BOTTOM SEDIMENTS. SEE SPECIFICATION SECTIONS 02459 - TIMBER PILES FOR ADDITIONAL INFORMATION.
8.) FOR JOIST TO BEAM CONNECTION AT WALKWAY ATTACHMENT - USE SIMPSON STRONG -TIE JOIST HANGER MODEL "HUS46" TYPICAL FOR 4x6 JOIST, AND MODEL "U26" TYPICAL FOR 2x6 JOIST OR APPROVED EQUAL. SEE PLANS FOR ADDITIONAL HANGERS USED AT BENCH.
9.) PROVIDE BRACING AS SHOWN ON SHEET S3.02 BETWEEN ALL ROWS OF PILES IN BOTH DIRECTIONS.
10.) REFER TO CAST -IN -PLACE CONCRETE NOTES ON SHEET S0.01.
VENT PIPE 15'-0"
(TYP 2 PLCS)
ANCHOR NAIL 1/4 x 3/4
PREDRILL 1/4'
(TYP 12 PLCS)
SIGN (SI-2)
(SYMBOL AS REQUIRED)
SPRING HINGE 4.5x4.5
(TYP 6 PLCS)
15'-2 1 /2" I I I
SPRING HI
c
2868 DO(
NOTE:
1. CONTRACTOR TO FURNISH ALL
EQUIPMENT AND COORDINATE
WITH CXT FOR INSTALLATION OF
THE BUILDINGS.
2. SITE PREPARATION TO INCLUDE
ANY REQUIRED EXCAVATION, BASE
MATERIALS, PIPE CONNECTIONS, ETC.
MANUFACTURER: CXT PRECAST CONCRETE
PRODUCTS (OR APPROVED EQUAL)
MODEL: DOUBLE CASCADIAN WITH CHASE VAULT
ROOF COLOR: BUCKSKIN '
ROOF TEXTURE: CEDAR SHAKE
WALL COLOR: MALIBU TAUPE
WALL TEXTURE: BARNWOOD
CXT CONTACT INFORMATION:
JEFF CHAMBERS
800696-5766 XT. 3480
678:206-6426 MOBILE
[e-mail]
I= 11�1011W
16'-10"
FRONT ELEVATION
REAR ELEVATION
DOORASSEMBLY
MI FOR SPECIFICATION
BUILDING -TO -VAULT CONNECTION:
BUTYL TAPE ADHESIVE SEALANT -
SEE ATTACHED CUT SHEET.
VAULT 1 - TYP 2 PLCS
(SEE DWG #V1-1)
FISHING PIER RAILING
RIGHT SIDE ELEVATION
LEFT SIDE ELEVATION
DOUBLE CASCADIAN VAULT WITH CHASE ELEVATIONS
NTS
CXT I. D. TAG
BLIND RIVET 1/8x1/4 (QTY 2)
COAT HOOK
ONE WAY OVAL 8x1 1/4
ANCHOR LEAD 6-8x1 /
PREDRILL 1/4" C
SIGN (:
ANCHOR NAIL 1/4x3/4 (QT
PREDRILL
RISER
4'
1/4" = 1'-011
B D
CXT I. D. TAG
BLIND RIVET 1/8x1/4 (QTY 2)
COAT HOOK
ONE WAY OVAL 8x1 1/4
ANCHOR LEAD 6-8x1
PREDRILL 1/4"
DOOR STOP
GRAB BAR
ANCHOR NAIL 3/16x7/8 (QTY 9)
PREDRILL HOLE 3/16" DIA
TP DISPENSE
(SE MI FOR SPECIFICATIO
ANCHOR NAIL 1/4x1 (QTY
PREDRILL 1)
DOOR STOP
SECTION C - C
SECTION B - B
SECTION D - D
DOUBLE CASCADIAN VAULT WITH CHASE SECTIONS
(HEmo
PLAN VIEW
NOTE:
1. CONTRACTOR TO FURNISH ALL LABOR,
MATERIALS, EQUIPMENT, AND COORDINATE
WITH CXT FOR INSTALLATION OF THE
BUILDINGS.
2. SITE PREPARATION TO INCLUDE ANY
REQUIRED EXCAVATION, BASE MATERIALS,
PIPE CONNECTIONS, ETC.
MANUFACTURER: CXT PRECAST CONCRETE
PRODUCTS (OR APPROVED EQUAL)
MODEL: DOUBLE CASCADIAN WITH CHASE VAULT
ROOF COLOR: BUCKSKIN
ROOF TEXTURE: CEDAR SHAKE
WALL COLOR: MALIBU TAUPE
WALL TEXTURE: BARNWOOD
CXT CONTACT INFORMATION:
JEFF CHAMBERS
800-696-5766 XT. 3480
678-206-6426 MOBILE
JCHAM BERS@CXTI NC.COM
NTS
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
imr&& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CAR
=:o :-7
ei yea'
''`yMeBLAG��`07.27.20
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE DETAILS
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
C9.04
Approved by: EMB

E
CD
N
O
N
0
Q
TOP OF PILE
ELEV. = 572'
8" DIA. STEEL PILE
(SEE NOTE FOR DETAILS)
A
U)
Lu
ry
>
0
PILE CAP
TARGET WATER LEVEL
DURING RECREATIONAL
SWIMMING SEASON = 567'
A
2" PIPE RAIL, 3" CLEARANCE
FROM PILE, EXTEND FROM
SAND ELEVATION. TO TOP
OF DEPTH MARKER.
EXISTING GRADE
STEEL PILE NOTE:
PILES SHALL BE 8" DIAMETER SCH 40 STEEL PILE. STANDARDS: DRIVE PILES
TO MINIMUM 5 TON CAPACITY AND 10' EMBEDMENT BELOW EXISTING GRADE.
STEEL PILE BUOY ANCHOR
SECTION
1/2" DIA. STAINLESS STEEL -
HEX NUT (TYP.)
1/2" DIA. x 6" STAINLESS STEEL FORGED
MACHINERY EYEBOLT. SWL=2000 LBS.
(EYEBOLT TO BE FULLY THREADED)
NTS
BUTT FUSED AT THIS
LOCATION
4" IPS DR-11 DRISCOPLEX 6500
PE2708/(PE2406) GAS PIPE OR
SIMILAR
1/2" DIA. x 2" STAINLESS- PRE -DRILL 1/2" DIA. HOLE
STEEL FENDER WASHER
(TYP.) \�:4" IPS DR-11 FLAT END CAP (PART NO.
ECPIPE FROM CONSOLIDATED PIPE &
SUPPLY, INC. 704.373.1880)
(OR APPROVED EQUAL)
END CAP NOTES:
1.) THE END CAP SHALL BE WATER TIGHT. CAULK SHALL BE APPLIED IN
THE PRE -DRILLED HOLE BEFORE THE EYEBOLT IS INSERTED.
2.) HEX NUTS ARE TO BE ADEQUATELY TORQUED AND SECURED IN PLACE
USING PERMANENT STRENGTH THREADLOCKER OR APPROVED EQUAL.
3.) SUBSTITUTIONS TO THE HARDWARE SHOWN FOR THE BUOY LINE
TERMINATION SYSTEM ARE TO BE SUBMITTED TO DUKE ENERGY FOR
APPROVAL PRIOR TO THEIR USE.
BUOY LINE TERMINATION SYSTEM
NTS
TOP OF PILE
ELEV. = 572'
1'-011 'I
2'-0"
CONC. DEADMAN BUOY ANCHOR
PILE CAP
10" DIA. STEEL PILE
(SEE NOTE FOR
DETAILS)
U)
LU
>
0
2' STREAM GAUGE DEPTH INDICATOR OR SIMILAR. TO BE
APPROVED BY OWNER PRIOR TO INSTALL. DEPTH
SHALL BE SHOWN IN 1' INCREMENTS FROM THE
EXISTING GRADE TO THE TOP OF THE PILE.
61111111
B
5' TARGET WATER LEVEL
DURING RECREATIONAL
SWIMMING SEASON = 567'
AI
0
e
EXISTING GRADE
CABLE NOTE:
CABLE SHALL BE 1/4" DIA. 7x19" STAINLESS STEEL VINYL COATED
CABLE. SECURE CABLE TO THE EYE BOLT AT THE END OF EACH
BUOY LINE USING (1) 1/4" STAINLESS THIMBLE AND (2) 1/4" STAINLESS
STEEL WIRE ROPE CLIPS. PROVIDE PLASTIC CAPS ON THE ENDS OF
WIRE ROPE CLIP BOLT. INSTALL WIRE ROPE CLIP 2" FROM THE
THIMBLE AND AT THE END OF THE WIRE ROPE SO THAT THE END OF
THE WIRE ROPE IS NOT EXPOSED.
CABLE
(SEE NOTE)
.v11111r
PILE
CABLE
(SEE NOTE)
STEEL PILE BUOY W/ WATER DEPTH GUAGE
SECTION
5'-0"
/2" GALVANIZED CHAIN
CONNECT CHAIN TO EYE
BOLTS USING 1/2"
GALVANIZED SHACKLE
1" x 12" GALVANIZED EYE BOLT WITH
OVERSIZED WASHER AND 2 NUTS
LOCATED IN THE CENTER OF CONCRETE
NOTE:
PROVIDE AN EXTRA 10' OF CHAIN AT EACH
CONCRETE DEADMAN BUOY ANCHOR FOR A
TOTAL CHAIN LENGTH OF 15'.
NTS
CORNER PILE
UOY LINE (TYP.)
A GAUGE DEPTH
rOR
PIPE RAIL
BUOY LINE
(TYP.)
STREAM GAUGE DEPTH
INDICATOR
INTERMEDIATE PILE
SECTION B-B
NTS
CABLE OR CHAIN AT CONCRETE
DEADMAN BUOY ANCHOR
Ilk LENGTH VARIES
NOTE:
CONTRACTOR SHALL UTILIZE STRAIGHT
NON -ROLLED SECTIONS OF GAS PIPE FUSED
TOGETHER TO CREATE THE BUOY LINE.
SEE BUOY LINE TERMINATION
SYSTEM DETAIL ON THIS SHEET
4" DIA. IPS DR-11 DRISCOPLEX
6500 PE 2708/(PE2400) YELLOW
GAS PIPE OR SIMILAR
FLOATING BARRIER (BUOY LINE SECTION)
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CAR
teIs
�-7
ei ya'
''`yMe•BLAG��`07.27.20
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
NTS Drawn by: TM C9.05
Approved by: EMB
ELEVATION

5' LANDING
E
N
0
N
CA
0)
Q
NOT USED
NOT USED
NOT USED
NOT USED
Changing Structure
2"X6" PLASTI(
PAI
NOTE: ALL PLASTIC LUMBER
FURNISHED BY OTHERS
TUBE STEEL
ORT (TYP)
2"X6" PLASTIC —
LUMBER BOARD
ADA PLASTIC 5"X5"TUBE STEEL
LUMBER BENCH COLUMN (TYP)
1/2"
5'-0"i�5'4" `,2"X4" PLASTIC
10'-0" LUMBER SUPPORT
(TYP)
0
PRELIMINARY
NOT FOR CONSTRUCTION
CHANGING STATION DETAIL
SECTION A -A
HANDRAIL DIMS
SCALE 0.03 : 1
ADA HANDRAIL TO
BE MOUNTED TO WALL 2"X6" PLASTIC LUMBER
TRIM (TYP)
5"X5" TUJE STEEL I I
11111E COLUMN n JJ1111
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ENCLOSURE, ADA COMPLIANT - CE240-CH
ITEM' #CE240-CH
COLOR' FIR GREEN
TRASH CAN DETAIL
.SHEET
I OF 1
NTS
RAILING. SEE HANDRAIL
DETAIL, THIS SHEET,
5' LANDING
12:1 MAX S OPE
�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
30' MAX.
N t0
CROSS SECTION
60" X 60" LANDING
2% MAX SLOPE
1�1 MAXSLOPE
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X H
III—" a
f 5' 30' MAX. w
ACCESSIBLE RAMP WITH HANDRAILS
SECTION
Standard Hei
4', 5',
(6' di:
36"
Foote
NOTES:
1. IF ACCESSIBLE ROUTE IS OVER 1:20 (5%) SLOPE A
RAMP WITH HANDRAIL MUST BE PROVIDED.
2. MAX RISE OF RUN IS 30". PROVIDE LANDING
(MINIMUM 60%60") EVERY 30' FOR SLOPES THAT
ARE 1:12-1:16, 40' FOR SLOPES LESS THAN 1:16,
OR AT CHANGE OR DIRECTIONS.
3. EDGE PROTECTION REQUIRED IF DROP OFF FROM
RAMP IS OVER J" WITHIN 12" HORIZONTALLY OF THE
EDGE OF THE WALKWAY.
Post size varies with Height
tSx wmwoms' Post-Sizingchur)
U
Reinforcing Architectural "V" fold.
(Note: Number of folds vary with height)
2
NOTES:
1.) Post size depends on fence height and wind loads.
See—WORKSPLUS'°' post sizing chart.
2.) Number of Architectural "V" folds varies with height.
4' height (2 folds), 5' height (2 folds), 6' height (3 folds), and 8'
height (4 folds).
"No Mar" Polyester Color Coat
Epoxy Powder Coat
Zinc Phosphate
Galvanized Steel
END/GATE BRACKET LINE BRACKETS
'uV
o �
WGAB UPX25/UPX25
Values shown are nominal and not to be
used for installation purposes. See product
specification for installation requirements.
wwP
WIREWORKS PLUS PANEL 11 �1 T C 1555 N. Mingo
DR: kmC SH . lof 1 SCALE: DO NOT SCALE II�111�11 AMER1 STAR® Tulsa, OK 74116
1-888-333-3422
CK: Date 05/30/2019 REV: b www.=eristarfence.com
FENCE DETAIL
SECTION
GATE DETAIL
2" H
Standard f
4%
6' D
Stands d H
4, 5
(6'Di
Post size varies with Height CD(see WIREWORK p— Pm1-S,zi4—t)
Reinforcing Architectural "V" Fold.
(rvare rvamne, arr Ias.a<��a,lm nel�p Q
2" Sq. Gate End
Single gate Arrangement
NOTES:
1.) Post size depends on fenee'"height, weight and wind loads.
See W/REWORKSPLUS specifications for post sizing chart.
2.) See Arneristar gate table for standard out to outs. Custom gate
openings available for special out to oaNeaf widths.
3.) Number of Architectural "V" folds varies with height.
4' height (2 folds), 5' height (2 folds), 6' height (3 folds), 8' height
(4 folds)
1 �IIIIIIIIIIIIIIIIIIIIIII�
1:
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IIIIIIIIIIIIIIIIIIIIIIIII
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I
IIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIII
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1
/i.• gate Arrangement
WIREWORKS PLUS SGL & DBL GATE
DR: KMc SH . Iof 1 I SCALE: DO NOT SCALE
CK: Date 05/31/2019 REV: B
Hinge Clearance
Post size varies with Height lO
(s-s-ovos"i"', Past -'an —)
Reinforcing Architectural "V" Fold.
(Notes Nn ber"frolGavuieswthheigb,) O
2' Sq. Gate End
iI IF•
Values shown are nominal and not in 6e
,.,,r
used
for installation purposes. See product
specification for installation requirements.
wwPlsoc
1555 N. Mingo
11"11
101111,11 AMERISTAR®
Tulsa,
888 °3 4226
www.ameristarfence.com
NTS
NTS
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
.xA
T WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
``11111111111/2j
\A CAR
ad) yea'
Me�BLAG\'�:,*'11 7.27.20
''t/11111111116``
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
SITE DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
NTS Drawn by: TM C9.06
Approved by: EMB
SECTION

E
CL
77
N
0
N
Q
GENERAL NOTES:
1.
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
2.
DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3.
SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP
OF THE WIRE MESH UNDER THE
NCDOT #5 OR #57
GRAVEL FOR ANCHORING IS
WASHED STONE -
RECOMMENDED.
4.
PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
_
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5.
ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
NCDOT #5 OR #57
ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING
WASHED STONE
ELEVATIONS.
6.
COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
FILTERED
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
N
NTS
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2, FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4, ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5, WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
TEMPORARY CONSTRUCTION ENTRANCE
WIRE FEN
WOVEN FILTER FAI
R' MAY
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GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS. STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS. DITCHES. WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
HIGH HAZARD SILT FENCE
PUBLIC STREET
LLJ
LLJ
V)
U
J
m
d
NTS
STEEL POST
WIRE FENCING
z
� FILTER FABRIC
w H T
o �
5 WAS ED STONE
M
� U
4
J -
- M
� Q
m
Q
a
F °i
w
LOW
a /
ESA F
4" MIN.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
NTS
1
2
3
4
5
6
l[0110
INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT ROADS.
SECTION
GRATE -�
1" REBAR FOR BA
REMOVAL FROM INLET
FILTER 1
DUMP LC
CATCH BASIN
DEFLECTOR
)UTLET
INSTALLATION
CATCH BASIN INLET PROTECTION - SILT SACK
4" MAX.
WIRE FI
(IF APF
WOVEN FILTER
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR
#57 WASHED STONE ON THE UPSLOPE SIDE.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
SILT FENCE OUTLET
WOVEN FILTER
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE,
3. TURN SILT FENCE UP SLOPE AT ENDS.
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
TEMPORARY SILT FENCE
CLASS 1 OR 2
RIP -RAP 1' MIN.
1
IV,
STEEL POST
FOR LATE WINTER
AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10
FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50
LB/ACRE
ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO
EXTEND
BEYOND JUNE)
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT
FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10
FERTILIZER
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE
MULCH:
(A SMALL -STEMMED SUDANGRASS
MAY BE
APPLY 4,000 LB/ACRE STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING DATES:
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT
FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
AMENDMENTS:SOIL
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
MULCH:
APPLY 4,000 LB/ACRE STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH, IF IT IS NECESSARY TO
EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11
SEEDING AND SODDING OF TURFGRASS.
NTS �� SEEDING SCHEDULE NTS
WASHED STONE
(NCDOT #5 OR #57)
FLOW
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE. PREPARED AND SEEDED.
NTS
MAINTENANCE NOTES:
1. MACHINE COMPACTION OF ALL FILL IS REQUIRED. ALLOW AT LEAST 10%
SETTLEMENT FOR THE TOTAL FILL HEIGHT. DIVERSIONS SUFFICIENT TO
DIRECT ALL SEDIMENT- LADEN STORMWATER SEDIMENT CONTROL DEVICE
MUST BE INSTALLED PRIOR TO INTO A CLEARING AND GRUBBING OF THE
AREA.
2. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING
CONSTRUCTION OPERATIONS.
3. DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE REMAIN TO IN
PLACED OVER 30 DAYS.
4. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
2' MIN ►�
SLOPE 2:1 MAX
NATURAL GROUND
OR FILL OR CUT SLOPES
-III-III-III-III-I I I -II I I-II1iI
I -I I I I I -I I I -I I I -I I I -I 1I-
�IIIIIII�IIIII,lll-1 I-ITI=ICI== II-I�i-
NOTES: COMPACTED SOIL
6' TYR
1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. BERM
FLOW
18" MIN. I-
i,r�I-III-
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
lAWETLANDS
.& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CA
1`�,a4lllrrlflrJr
09
f r
_ L {
049484
x
�Q8AROII�`07.27.20 "11+
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
0
IF SLOPE EXCEEDS 2/°SEED AND MULCH DIVERSION. TRY
0
NOT TO EXCEED 5/° (HIGH VELOCITIES RESULT). MAXIMUM
Issued for:
D. A. =5A ACRES ES WITHOUT SUPPORTING CALCS.
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN FLOW
APPROVED
PERMIT S U B M I TTA L
SLOPE DRAIN. BERM/DITCH IS MOST USED.
STEEL POST
2. FOR SLOPES OF 5% OR GREATER STABILIZE DIVERSION DITCH -III-=
III-III-III=III=III=III=III=11
- - - - -III-III-III-I
-I li--
II
No. Date Description
WITH SEED AND STRAW W/ NET EROSION CONTROL MATTING =III=III=III=III=III=III=III=III- 18" MIN -III=
- - - - - -, ,-=III=_ =III=1
-
FILTER FABRIC
1-1 -1 I- =III=I
-III,, III
---- ----
-
��
m
FLOW
N�
Qr"
aW\� ��o I
2' MIN
DITCH
_ I'
LIFID�fl fV ---
-III- 18" MIN _III=111
II=III= -III=III
----
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
NTS
TEMPORARY DIVERSION DITCH DETAIL
Title:
EROSION CONTROL
DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: RB C9. 10
Approved by: JO

E
CL
77
N
O
N
Q
EXISTING TREE
POST MAY BE EITHER 4"DIA. PINE,
2" DIA. OAK, OR 1.33 LB/LF STEEL
WEATHERPROOF SIGN
AS SHOWN ABOVE
5'- 0/ MAX.
I
�000000 000000 00 0
�000000 000000 00 o TREE PROTECDO NOT Z
00 000000 D000000 000000 00 000000 0 000000 00 000000
Z_
SUBGRADE N
NOTES:
• WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
• LETTERS ARE TO BE 3" HIGH MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED.
• SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
• PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER.
• FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
PER PROTECTION AREA.
• ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
• MAINTAIN TREE PROTECTION FENCE POSTS AND FABRIC.
• ADDITIONAL SIGNS MAY BE REQUIRED BY THE LOCAL JURISDICTIONAL INSPECTION DEPARTMENT BASED
ON ACTUAL FIELD CONDITIONS.
• INSTALL TREE PROTECTION FENCE & SIGNAGE PRIOR TO CALLING FOR THE INITIAL ON -SITE INSPECTION
BY THE LOCAL JURISDICTIONAL INSPECTOR.
40"
3..
s
M
M
s
ORANGE, UV RESISTANT,
HIGH -TENSILE STRENGTH,
POLY BARRICADE FABRIC
SIGN DETAIL
TREE PROTECTION FENCE NTS
WATER ENTRY UNIT
WITH TRASH SCREEN
\ ORIFICE OPENING INSI
DE THE
\HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAYBE REQUIRED IF FIELD CONDITIONS WARRANT A
CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND
INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
(NO SCALE) MINIMIZE CHANCE OF SKIMMER
BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
® J. W. FAIRCLOTH & SON INC.
OM
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH OUTLET STRUCTURE W TELEPHONE:
CLOT 919) 73-1 4
TELEPHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
FAIRCLOTH SKIMMER WITH OUTLET STRUCTURE
GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED.
#5 WASHED STONE
2'
6"
MM
v
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM \� = MIN
HEIGHT.
CLEANOUT ELEVATION (SEE NOTE 3)-
(` �HORSESHOE INLET PROTECTION
SECTION
NTS
CLASS I RIP RAP
FINISHED GRADE
NTS
700 G/M2 COIR EROSION
OR COIR MESH BAFFLE A
TO POSTS WITH LENGTHS
BAFFLE INSTALLATION
T AFFLE SHOULD BE 6" HIGHER THE
F SPILLWAY. TOP OF BAFFLE
3E 2" LOWER THAN THE TOP OF
SUPPORT WIRE
FENCE AND NETTING
BURIED IN TRENCH OR
PINNED WITH 8" MATTING
STAPLES
8" DEEP TRENCH,
BACKFILLED AND
COMPACTED ' cv
SECTION AT OPENING
NOTES MAINTENANCE
1. DRIVE STEEL FENCE POST AT LEAST 24" INTO 1. INSPECT BAFFLES AT LEAST ONCE A WEEK OR
SOLID GROUND AFTER ANY RAINFALL
2. WOOD POSTS ARE NOT ACCEPTABLE 2. REMOVE SEDIMENT WHEN IT REACHES HALF
3. USE STAPLES V APART TO ATTACH FABRIC FULL. SEDIMENT DEPTH SHOULD NEVER EXCEED
4. ALL BAFFLES SHALL BE TIED INTO THE BASIN HALF THE DESIGN STORAGE DEPTH.
EMBANKMENTS TO PREVENT WATER FROM 3. TAKE ALL PRECAUTION TO MAINTAIN QUALITY OF
BYPASSING ON EITHER SIDE. BAFFLES. IF BAFFLES ARE DAMAGE, REMOVE
AND REPLACE.
BAFFLE DETAIL
MAINTENANCE NOTES:
Inspect temporary sediment basins at least weekly and after each significant (1/2
inch or greater) rainfall event and repair immediately. Remove sediment and
restore the basin to its original dimensions when it accumulates to one-half the
design depth. Place removed sediment in an area with sediment controls.
Check the embankment, spillways, and outlet for erosion damage, and inspect the
embankment for piping and settlement. Make all necessary repairs immediately.
Remove all trash and other debris from the riser and pool area.
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU.FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ.FT. PER
AREA
CFS Q10)
REQUIRED
PLAN VIEW
AVERAGEAREA* 1 1
WIDTH _ TH LENGTH \
* AREA OF BASIN WATER SURFACE
AT TOP OF PRIMARY SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE
FILTER FABRIC -
CLEANOUT DEPTH (H/2) -
DATA BLOCK
10,
MIN.
NTS
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.64 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
2.
REFER TO DETAIL 5/C9.11
FOR BAFFLE SPACING AND
DETAIL 6/C9.10 FOR BAFFLE
INSTALLATION
3.
SKIMMER INVERT
ELEVATION = BASIN
BOTTOM +
4.
H = SPILLWAY ELEVATION -
SKIMMER INVERT
ELEVATION
LENGTH I
EMBANKMENT
SKIMMER
DEWATERING EMERGENCY
DEVICE SPILLWAY
LENGTH, L
(10' MIN.)
v� BAFFLES ��
V FREEBOARD W=5' MIN.
6" MAX. DEPTH OF FLOW OVER EMBANKMENT
EMERGENCY SPILLWAY
T=1.5' MIN.
Z=5' MAX.
H=2' MIN.
EMERGENCY
SPILLWAY
ANTI -SEEP
MOUND RIP -RAP AS*LENGTH
KIMMER ARM
V SEDIMENT PEDESTAL = H x 1.5 COLLAR
STORAGE (OR APPROVED
(MIN. 5')
EQUIVALENT)
BAFFLES
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASINVOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
#1
1.90
1.81
7.35
3,420
5,104
2,387
3,200
1.0
2
3.5
6'
1.5
5
1.5"
1"
#2
0.95
0.95
3.76
1,710
3,784
1,223
2,450
1.0
2
3.5
4'
1.5
5
1.5"
0.75"
SKIMMER SEDIMENT BASIN
0
TRAIL SURFACE
1-1 I I I I I 1=111=111=1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I 1-11-t-1
=1 I a I I -III -'I I I I I 11-11 I-111=111="
NTS
LIMITS OF DISTURBANCE - SEE PLAN FOR DISTURBED LIMITS
(WIDTH VARIES PER PLAN GRADING REQUIREMENTS)
NOTES:
1. THIS DETAIL IS INTENDED FOR VEGETATIVE CLEARING ONLY. SEE ADDITIONAL DETAILS FOR INFORMATION REGARDING TRAIL CONSTRUCTION.
2. CONTRACTOR TO REMOVE THE FOLLOWING VEGETATION LOCATED WITHIN THE LIMITS OF DISTURBANCE (APPROX. 20' WIDTH): GRASSES,
GROUNDCOVERS, SHRUBS, SAPLINGS, AND TREES WITH A CALIPER OF LESS THAN 4". VEGETATION SHALL BE CUT BACK FLUSH TO GROUND.
TREES WITH A CALIPER OF 4" OR GREATER ARE TO REMAIN IF POSSIBLE. CONTRACTOR TO REMOVE LOWER LIMBS AND/OR HANGING
BRANCHES WITHIN THE LIMITS OF DISTURBANCE TO PROVIDE THE APPROPRIATE HEIGHT CLEARANCE AS SHOWN ABOVE.
3. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADE UNLESS SHOWN OTHERWISE IN THE PLANS.
4. ALL DISTURBED AREAS TO BE SEEDED.
TRAIL CLEARING AND GRUBBING NTS
VEGETATE DISTURBED AREA
ABOVE SLOPE
-� EXISTING GRADE
II CLASS 1 RIP RAP
2
EROSION CONTROL FABRIC*
LAKE BOTTpM
TYPICAL CONDITIONS
12" TO 36" ERODED CUT
WAVE EXPOSURE
RESERVOIR:
LAKE WYLIE
PROJECT:
SOUTHPOINT ACCESS AREA
SHORELINE STABILIZATION
DRAWING TITLE:
DETAIL
MINOR RIP RAP STABILIZATION
1
VEGETATE DISTURBED AREA
ABOVE SLOPE
VEGETATION AND EROSION
CONTROL FABRIC
1 EXISTING GRADE
2
4' MAX
CLASS 2 RIP RAP
17
I
2 HIGH WATER ELEV.
EROSION CONTROL FABRIC----W-
TYPICAL CONDITIONS"LAKE BOTTOM
GREATER THAN 6' OF ERODED CUT
WAVE EXPOSURE
RESERVOIR: LAKE WYLIE
PROJECT: SOUTHPOINT ACCESS AREA
SHORELINE STABILIZATION
DRAWING TITLE:
DETAIL
SEVERE RIP RAP STABILIZATION
3
EXCELSIOR
BANK STABILIZATION
2'(MAX.)
WATT L E
SLUF't
ISOMETRIC VIEW
VEGETATION AND EROSION
CONTROL FABRIC
EXISTING GRADE
3 c
I 3' MAX
CLASS
2 RIP RAP
17
2 I HIGH WATER ELEV.
EROSION CONTROL FABRIC��
LAKE BOTTpM
TYPICAL CONDITIONS
36" TO 72" ERODED CUT
WAVE EXPOSURE
RESERVOIR:
LAKE WYLIE
PROJECT:
SOUTHPOINT ACCESS AREA
SHORELINE STABILIZATION
DRAWING TITLE:
DETAIL
MODERATE RIP RAP STABILIZATION
2
SHORELINE STABILIZATION NOTES
1. DETAILS 1 THRU 3 ARE APPLICABLE TO THE AREA INDICATED AS "SHORELINE STABILIZATION
AREA" ON THE PLANS. SHORELINE WITHIN THE AREA INDICATED MAY REQUIRE STABILIZATION
BASED ON EXISTING CONDITIONS.
THE APPLICABLE DETAIL TO BE IMPLEMENTED IS BASED ON EXISTING CONDITION OF THE
SHORELINE PRIOR TO CONSTRUCTION AND SHALL BE COORDINATED IN DETAIL WITH DUKE
ENERGY BEFORE CONSTRUCTION COMMENCES.
2. MAXIMUM SHORELINE TO BE STABILIZED AS PART OF A SINGLE PROJECT IS 1000 LINEAR
FEET.
WATTLE DETAIL
E
EDGE OF PAVEMENT
TURAL GROUND
FLOW
NTS
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
STAKES• 77STAPLES
INSET A INSET B
TOP VIEW
NTS
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
W"pap
NORTH�
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5llilflf{fir
_ SEAL { '
04�94,94 -
i k
00
lfrl'10 SARO �1 07.27.20
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
EROSION CONTROL
DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
Drawn by: RB C9. 11
Approved by: JO

ri
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
I 4�DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
4 YSS�,c
VETLAN D5
4 WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
z
z 328 EAST BROAD STREET, SUITE D
S C/) STATESVILLE, NC 28677
EXPANSION JOINTS 1- Q 704-773-4239
DETAIL SHOWING TYPES OF GRATES 2'-113/4" QQ " Q
rr Q 6 E 4'_6" 4'-6" H
USE ACCORDING TO WATER FLOW. 1 /2 H = � U H = � U
B LL _J O H� #4 BARS "V" 6rr 6 STD. 840.03 FRAME, W J CL F--I Z
JJ�� O 0 � 2 Z @ EQUAL SPACES 1 �2" � 1 /2" GRATE & HOOD O fr Z � r lg�ap:
TYPE "G" TYPE "E" TYPE "F" A A rr w Q Q w= 3" I I w Q Q LL =
= 1 I 9%8" rU�oo �� Qc�ocoH 85
Q H ~ W
OtNIUM C) LLOJ \ i� �LL�J
WATER FLOW SAG WATER FLOW - I 9%g" z H °C R " q R Cl) � I--6'-0" z H ORE
JacKSCN wr
'> aco U) a PLAN �>
cr
--------------------------- - - - - -- r Wp m¢� J ¢ _J Lr_ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r Wp q
1 „ Wp m? 00 D r p o
B 1 L2 3„ r v a 0 TOP 2
1 CO USE ON FLAT ELEV. EXPANSION JOINT 6 LAKE
co
GRADES 2%AND UNDER WYLIE 4,
1 /2" 5�8rr
�13'-0" Hi
DEPRESSED GUTTER LINE 0 SITE
SECTION B-B S 3' 0"I
EXPANSION JOINT I1I Ivl
13/" 21/4" H PLAN OF TOP SLAB SECTION S-S
WATER FLOW SAG WATER FLOW O O U) ELEVATION Cr Z
ILLO m NORMAL CURB AND GUTTER ON LIGHT GRADES O H NORTH
SECTION A -A =
CD � NOT TO SCALE
CD
Z = NORMAL GUTTER LINE Z Q W
TYPE "F" TYPE "E" TYPE "G" TYPE - E Z s" E #8 "w" BARS #a BAR B„ EXPANSION JOINT s" CD H Seal:
Q Q Q
9 RAISED FLOW ARROW U E�EV. CrQ= PRELIMINARY - DO NOT
#4 BARS "V" c� USE ON GRADES OVER 2%
Q' 116 HIGH 23/ " ., @ EQUAL SPACES - p USE FOR CONSTRUCTION
RAISED FLOW ARROW 23/ p O Q L DEPRESSED GUTTER LINE c Q LO
cc 011/6" HIGH D _ _ Q W z EXPANSION JOINT MAX. I s'-0' Qp `„' p �4,`�tylllilflf{Ir'f
O - - O Ld 1' 0" ��I I p �k �'A7f
O _ N #4 BARS "U" ZQLU
` 0
_N 1 " \ \ 1 /2 DOWEL ELEVATION H H' o'
_ Q sr
UJ
1/2" � M\ 1�2 r O O SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES } cV�'
1/$rr a W W 1/$rr < MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) Z r _ 04 94 84
C DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS p 0r
c p PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOT. CONC. ONE PIPE Q
P O /2 FQ Q TOTAL TOP BOTTOM FOR MINIMUM O V i II 1 rr O p D A B C G H E F N0. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB HEIGHT H C.M. R.C. �'fi y' •..,.. p�1/213/'if� r 1 /2 R 1/$rr LL O 12" 3'-0" 2'-2" 2'-s" 0.235 0.772 0.015 0.026 ,�/1� Q AIR >>>��07.27.20
2'-113/4" 2'-113/4 LL. 15" 3'-0" 2'-2" 3'-0° 0.235 0.829 0.023 0.036 ill,fl114111
18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049
1 /2" 1 LL
����8io
" 1 /2" 24° 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085
30" 1 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 3'-9" 1 3 3'-9" 39 0.123 10.321 1.433 0.092 0.127
1/2rr � 36" 3' -0" 2'-2" 3'-10" 4'-9" 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178
13/ rr SECTION A -A 0 �I 42 3'- 0" 2'-2" 4'-5" 5'-3" 1'-5° 3'-2" 4 1'-8° 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243
II`�8" 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 1 0.235 0.317
TYPE
_ F SECTION A -A SHEET 2 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 10. 3B6 2.387 0.297 0.401
SHEET 2 OF 2
�
TYPE G M\ A O ■ 03 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.021
E FRAME GRATE AND HOOD GENERAL NOTES: Z
CL Z BACK OF CURB
SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O �
77 � X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q
43 _5jg" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q
NOTE: USE TYPE E F AND G GRATE - - Q Q Z _
o UNLESS OTHERWISE NOTED. c� \ 3/44 Q TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Project:
N N P r -�r- P z 2 U O' ;; D' °' ; D' °' ;; D o 12" CENTERS AS DIRECTED BY THE ENGINEER. W J O H
o I-r c� Y o o ..° . Y jj e_ z
N W J O I I o: r J_ _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O _
B Ld , I(n .'°' --- :°: IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q U_
LL
w Q Z Z A CO c� o o AS SHOWN ON STD. N0. 840.00. < U O SOUTH POINT
21/BrrL I _ 2j/Brr a U O H 0. ---- 6" o B 6" x USE TYPE "E","F" AND "G" GRATES UNLESS OTHERWISE INDICATED. f- _ ~ Z W
Q I� ~ o o FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER Cf)~ IL O J ACCESS AREA
_ _�1i O J ° o, o,o D 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST 0 O ~ Q
SECTION - LL SECTION - MM O <
° QUANTITIES ACCORDINGLY.
7 r ------------ 1 z F-I D ° CONSTRUCT WITH PIPE CROWNS MATCHING. >
r A A ALIGN FRAME WIDO
TH INSIDE 3 PLAN UPGRADES
co M 1 /8 Op f-I X g' SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r W p
iv EDGE OF WALL TO ALLOW = r '
0 W p DRAWING NOT TO SCALE. r p
�� FOR VERTICAL ADJUSTMENT °. �� _ c� r SECTION X-X
r� r p TOP ELEVATION
� WALL SECTION °.'o CO co °
co � �
c IT
SECTION - BB TOP ELEVATION Issued for:
0 - - - - - - - - FRAME GRATE AND HOOD STEPS STD. N0. 840.66
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66
E B SECTION - PP SECTION - NN _ PERMIT SUBMITTAL
p 6„ a A 6" - ----
°' TOP ELEVATION
o PLAN J ;m � _ z p. o � ---- �
FRAME,GRATE, & HOOD ASS'Y N =� s, N cc I o �� o. - ---=� A OW Z No. Date Description
o O ---- ----
U ��LO p I 611 °. .. D D. p E �� I -•I
N -I W= B C -
0 6 2 - 0 6 CD °. °° '.'. D' °. °° ' E-' I D. ° °' z Q w
N---- ----
p z
04 h-I U o o x 6' G 6 = m~
3'_p" _� _� �, 13�rr Q Z Q SECTION Y-Y 6„ c 6' o o = w =
0) �t �� Cr Q U o D o D O ---- ----
1
U K -K N 13/ n O p RISER HT. p O
n1 N LL` 0 VARIES Iy �� d= LO
M L M M I � W Q o I J� Q
A1 D. . . O.
U SECTION - AA Q p Cl) - - 6T" °.b' °.°° ..D' °
ch z Q Q 6" o T SECTION J-JLU
U Q CC~ ° D Po WHERE 30" TO 36" PIPE IS USED ---- ----
m ~ °: SEE NOTE SECTION M-M W
L �\ 7rr N 0 z WHERE 42" TO 54" PIPE IS USED �- N
J FRAME PLAN } O WHERE 30" TO 36" PIPE IS USED
co SECTION - JJ Q RISER HT. Z
„ 5 � LJ.I W VARIES O O Title:
3/ _ 3/ 7 rr 5 /g ° Y '
4 $ 1 Q r- J 0 V
Q 3 -0/ �
N - - - - - - -
Q � J �
a -�I �6 �6R 3rr R /2 o CC -- - B M
tx of -
� > 2' 0" _ ,,2'r 1 „ W p' GRADING & DRAINAGE
0 3%2" 6 3r Orr Err 3�2rr 1 /2 3� T - /2rr o�t:_...r�
3/4"3' '2 DETAILS
WHERE 42" TO 54" PIPE IS USED
SECTION - KK 2' 11 %2" 45jg" DETAIL SHOWING METHOD
OF RISER CONSTRUCTION PLAN PLAN 1SHEET1 OF
o R SECTION - RR SHEET 1 OF 2 1840.021
o HOOD ELEVATION
N 840 - 03 Project number: L20027 Sheet #:
J
'o Issued Date: 07.29.2020
04
Drawn by: ??? C9.20
FRAME AND GRATE FOR CATCH BASIN NTs CONCRETE CATCH BASIN NTs
� ,� Approved by: ???

ri
E
CL
I-
77
0
N
O
N
Cn
0)
Q
A
PLAN OF FRAME
A
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B 2r�2
B
BOTTOM OF COVER
2'-11/4"
11-113/4" 3/"
1'-10%8"
1" / \ TYPE #1
r-
�� \
ALTERNATE
;N 43/8' 2'-01/2"
2'-91/4" \
1 �
SECTION A -A
TYPE #2
INLET PIPE
1A
F
PLAN
MANHOLE FRAME & COVER
4L MANHOLE
E
C
¢= IAlri
\ ��
D �t ` D
'� . I
N
3' I (F
ch -+
-- 0.54 C
FOR MANHOLE COVER & FRAME #4 BARS "A"
OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
- L OUTLET PIPE
A
k
I
SECTION X-X
SECTION Y-Y
6" E OR F 1 %2"
SECTION
C-C OR D-D
1" R.
PLAN OF COVER
1'-11%2"
N M\
CO
33/ „ I 12 "
4
1,2„ 43/ rr
1 '-105/8"
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME 180
COVER 120
TOTAL - 300
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T #4 BAR
NIT
6"
DOWEL
z
O 0
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Q Q
LL -i CL
00fr �=
LUQaLL_
Q U 0 0
y-=~zLU
CO LL 0
O O Cn Q
z H lY
D � H
1UJ
o LU
LL >
O
C3 �
Z
Q �
Z
0 Q
0 W
CC z
�
LL
W
Q
Q J
LU
� O
0a
HEET 1 OF 1
840.54
NTS
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0'
2'-3"
12
2'-9"
1 3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
1 0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
.0 .235
0.317
54"
5'-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
CONCRETE JUNCTION BOX
NTS
z
O Cn
Q Q
H 0 .
LLJCL1-1
0000
� Z
Q U O H
t-2~Zw
C ) LL 0
o O to
H D C
1LU
cc
O x
LL O
LU
C'J m J
z O LU
O z CL
Q M < a-
O
0 z Q CD
o o
z f-1
o ~
Cn
W = cal
Q O
O (�
SHEET 1 OF 1
840.31
-1" DEPRESSION
i �5i rr
C'M
N
SECTION G-G
�1 /2 rr
1 %2 rr
rNi 15/8 r' 15/8 rr
T� or► H
FG m
o G
�IOI�
Ij� H
T\ 1'-41/2" 1'-4%2"
T
1 ' - 75/8 1 r - 75/8"
PLAN OF GRATING
F
PLAN OF FRAME
CAST IRON
2'-31/4" CAST IRON
1/8 rr 1/8 rr /8 rr F 1/8 rr
1 " 1 rr 1 rr 1 rr
3' - 33/4 rr 2'- 33/4 rr
1 16 rr 211
1/8 rr II Ir 1/8 rr 1/8 rr 1/8
I rr
SECTION H-H I 3i 3� I 3,r, 3X,r
3-2 2-2
21/8 21/8 rr�
3' -13/4 'r N N 2' 13/4 " N N
3'-6" 2'-6"
SECTION E-E SECTION F-F
CONCRETE DROP INLET FRAME & GRATES
"'WEEP HOLES
J
I
Y-
PLAN
WITH GRATE & FRAME REMOVED
BRICK COPING(INCIDENTAL)
TOP ELEVATION
STD. 840.16 FRAME -
& GRATE
I 6" A 6"
6"
nc)
I
M
SEE NOTE DOWEL(SEE NOTE)
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
#4 BAR
B 6"
N
x
I 6„
0I
DOWEL
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT,
TOTAL
FOR.
HEIMINIMUM GHT, H
M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6"
0.703
0,033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
CONCRETE DROP INLET
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QQ
LLJ�I-lz
00C_
LL'Q<LL
Q 0 = O 0
H
H 2 Z LU
CAHLLOJ
0 CO
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D CL H
1UJ
LO
T
O 0
LU co
oQCz
O
LL Q
0 O
IZ-I Q T
Z O
Q Q
Cr
0 Co
o �
Q Q 0
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0 ~UJ
0
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Z
0 " F-
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CCco
ID �
O
LL
HEET 1 OF 1
840.16
NTS
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0
F--1 }
H
Q Q
LLJCL1-1
O Occ Cn =
LUQaLL_
Q U O H
H
H 2 Z LU
C) LL0J
o O to
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cc
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LL
('J J
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HEET 1 OF 1
840.14
NTS
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
I 4�DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WVETLAN DS
$c WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
War} p ap:
NT
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,`�tyllliIflf{�
\41H C r'f
r
Sro �-7
SEAL f.
049484 -
l . k
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
---- ----
Title:
GRADING & DRAINAGE
DETAILS
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C9.21
Approved by: ???

E
0
BEACH AREA PLAN VIEW SCALE: 1" = 40'
FLEXIBLE
PIPE
o
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H }
H
Round Corruaated
Steel
Pipe
Round Corruaated Aluminum Pipe
Q 3
2 2/3 x
%2 corrugation **
2 2/3 x %2 corrugation **
H oC CCU
LLJHZ
Diameter
Minimum cover
Maximum
Height of
Cover (feet)
Diameter
Minimum cover Maximum Height of Cover
(feet)
0 000 _
inches inches
(Ga) 16
14 12
10
8
inches
inches (Ga) 16 14 12 10
8
W Q LL
12
12
204
256
12
12 123 155 218 281
344
H U O CD
15
12
162
204
15
12 98 123 174 224
275
< H H
18
12
135
169 239
18
12 81 102 144 187
228
= Z
CO ALL O J
21
12
115
145 204
21
12 69 87 123 160
195
0 � Q
24
12
100
126 178
24
12 60 76 108 139
171
Z H
30
12
79
100 142
27
12 67 95 123
151
- H
36
12
65
83 117
152
30
12 60 85 111
136
t— I O
42
12
55
70 100
130
160
36
12 50 71 92
113
' W
�
48
12
48
61 87
113
139
42
12 60 78
96
r
54 12 54 77 100 123 48 12 52 68 84
60
12
69
90
111
54
12 46 50
74
66
12
81
100
60
12 50
62
72
12
74
91
66
12
51
78
12
81
72
12
41
84
12
69
Z
O
** FOR DIFFERENT
CORRUGATIONS AND ARCH PIPES REFER TO
tx ~
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
O Q
LL
J
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
z J Cf)
H Q W
CSP
AASHTO M36
J
CAAP -
AASHTO M196
Q y m
HOPE *
(Minimum fill)
2' for pipe
diameters >_
12" and
_< 60"
HDPE -
AASHTO M294
Cr Z Q
z
*
(Maximum fill)
20' for pipe
diameters <_
24"
PVC
ASTM F949 or AASHTO M304
O ~
17' for pipe
diameters >-
30" and
<_ 60"
O
°C W =
PVC *
(Minimum fill)
2' for pipe
diameters >-
12" and
-< 36"
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
Q a CD
*
(Maximum fill)
30' for pipe
diameters >-
12" and
< 36"
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
Z FBI
W_
a
* FILL HEIGHT
IS MEASURED FROM
THE TOP OF
THE PIPE
V MINIMUM COVER FOR ALL SIDE DRAIN PIPE
H
TO THE BOTTOM OF THE PAVEMENT
STRUCTURE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
0
RIGID
PIPE
Q
o cILL
RCP
(Minimum fill)
1' for Class
IV & CLASS V
QO
2' for Class
III & Class
II
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
LU
*
(Maximum fill)
10' Class
II pipe
RCP -
AASHTO M170
20' Class
III pipe
30' Class
IV pipe
40' Class
V pipe
(For fills
> 40' & < 80'
use LRFD Direct
[Tesign Method)
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL HEIGHT
IS MEASURED FROM
THE TOP OF
THE PIPE
V MINIMUM COVER FOR ALL SIDE DRAIN PIPE
SHEET 3 OF 3
3 O O . O 1
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PIPE BEDDING DETAIL CONTINUED
NTS
z
TOP OF FILL TOP OF FILL TOP OF FILL
0 C/)
H }
H
Q Q
H cr V
GROUND LINE H GROUND LINE H GROUND LINE H
0
LL J CL H Z
00U51-
Ill�lllc Nl_III_ �111=111_Illa lll_ Ill �Illo 91_111_ ?II1=lll_II16111= 111=111a BI_111= =III=III_Il1-111-
111 111 111 Ill - l� 111 =
W Q Q LL
U O ''rtrt
V
III 111 111 111
- COMPACT AFTER - " COMPACT AFTER
_ Z H
W
PIPE IS PLACED — - 01 ! — _ — _ 11 PIPE IS PLACED
It & PRIOR TO in rn & PRIOR TO
- TY E P 2
Cf)~ LL J
cc 0 H Q
� PLACEMENT OF PLACEMENT OF
II FILL II GEOTEXTILE FILL
z
_
• •.°.° •°. .° .:.• .. �'. .,: :lll
I II_11�111= 111 ; 8- .:.• •..: %'. °•' I.D. /6 MIN.
H
� �
111
I.D./6 MIN. NOT LESS
I.D./6 MIN. ll,a II =111= 1,1 alll6 it 111-11 =111= THAN 6" ll,-_nl=lll=_ n1 =111=111- ,11 =111 =\Ili EARTH
00
f W �
NOT LESS THAN 6" O.D. + 3' NOT LESS THAN 6" %2° PER FOOT OF 'H' \ V
BUT NOT LESS THAN 12"
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
r O
TOP OF FILL TOP OF FILL -----7 TOP OF FILL
O
---------------------------------------------
O
H H H
LL Q
—
0 J
J
GROUND LINE GROUND LINE
MIN. O.D. MIN. O.D. MIN. O.D.1 IN. O.D.
z
H
MIN. O.D. MIN. O.D.
GROUND LINE
TYPE 2
- — r�� — — - — r•� — GEOTEXTILE — - — — T_ j't
_L
y W
-II, 1I _11I=111 _111_
ll_111=111=111_ _11-111I II
Q z a-
=m-nl-1=u�ul=nl=m=m=ul T'• = COMPACT AFTER
.• —PIPE IS PLACED
& PRIOR TO
_
I.D./6 MIN. - -
PLACEMENT OF
NOT LESS THAN 6" FILLn1
W
nl _In_n1=ln =nl= Iq Jn_ul _1n_„ =1n =ul= Iq =nl_ul
O.D. + 2' I.D./6 MIN. I.D./6 MIN. AS DIRECTED
z
COMPACT AFTER NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER
PIPE IS PLACED NOT LESS THAN 6" O.p.+ 2'
Q a H
& PRIOR TO %2" PER FOOT OF 'H'
CC
PLACEMENT OF ROCK FOUNDATION NBUT OR NOT LESS THAN 12"
FILL NORMAL EARTH FOUNDATION UNSUITABLE MATERIAL FOUNDATION
(n
LL
PIPE ABOVE GROUND
Q O
GENERAL NOTES:
0 G
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
Q O
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
O
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. — — - SPRINGLINE OF PIPE
W
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
C
G
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
SHEET 2 OF 3
1300.01
ACCOMPLISH COMPACTION.
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TOP OF FILL
TOP OF FILL TOP OF FILL
0
H C/)
}
�Q
Q
H BCD
GROUND LINE H GROUND LINE
H GROUND LINE H
LL J 0�""�Z
0 0 ct) _
Ill �Illa Nl�lll= �111=III_1116111= 111=lllo pl�lll_
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WQzU-M:
III I11
Q O
II 1 �l 1-ll
COMPACT AFTER -
111
COMPACT AFTER
Iv -I
- Z
ul PIPE IS PLACED !
— - - II ! PIPE IS PLACED
-
_
CO O W
LL J
nl nl & PRIOR TO ill
PLACEMENT OF -
rn
- TYPE 2' I & PRIOR TO
PLACEMENT OF
cc H
O Q
n FILL ►_ 11 GEOTEXTILE ul FILL
.••... .'. = I.D./6 MIN. I,l a:•' •. .:••• -
. .. _ 111
z H
M �H
W
NOT LESS =
I.D./6 MIN. I.D./6 MIN. - II_=I11=- 1116111 _III_ ,11-111 =11 THAN 6" ,11 =_1u=111_ 111 =111 =111_ ,it III=_Ili EARTH
NOT LESS THAN 6" O.D. + 3' NOT LESS THAN 6" %2" PER FOOT OF 'H' \�
0-
T W
r O
BUT NOT LESS THAN 12"
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION
ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL TOP OF FILL
Z
O
H
T
O
MIN. O.D. H MIN. O.D. —
MIN. O.D. H MIN. O.D. —�_ MIN. O.D. H MIN. O.D.
LL Q
--- r GROUND LINE
jz GROUND LINE �•j
H
GROUND LINE r
TYPE 2
W
-
GEOTEXTILE — _ _
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Q z ^
=m-nl=lu=p •.=11�In=nl_ul-m-ln T'•
- _
COMPACT AFTER -
�-I.D./6 MIN.
_ COMPACT AFTER T•. _
PIPE IS PLACED
° - & PRIOR TO = -
PLACEMENT OF
LL
W
W JM
PIPE IS PLACED
& PRIOR TO NOT LESS THAN 6"
PLACEMENT OF
FILL 111_111� 111 =111=111a „1=111_III
I.D./6 MIN. � AS DIRECTED
Q W
O a H
FILL O.D. + 2' I.D./6 MIN.
NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER
Z ~ X
NOT LESS THAN 6"
O.D.+ 2'
Q a W
1/2" PER FOOT OF 'H'
J
NORMAL EARTH FOUNDATION
BUT NOT LESS THAN 12"
ROCK FOUNDATION NOR MORE THAN 24"
(n
LL. LL-
UNSUITABLE MATERIAL FOUNDATION
PIPE
ABOVE GROUND
Q O
GENERAL NOTES:
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
Q O
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
0
tz
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
— — - SPRINGLINE OF PIPE
W
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
„ UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
ISHEET1 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.
PIPE BEDDING DETAIL
NTS
r7LI
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
(� DUKE
ENERGY,
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
1AFS&
VETLAN DS
WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
W"p,ap:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Q:
SEAL f .
049484 r
l . k
�r1r Q "Roo�07.27.20
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
GRADING & DRAINAGE
DETAILS
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: ???
C9.22
Approved by: ???

E
sz
77
0
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Q
15" OUTLET TO RG1
TOP BOX: 585.70
24" RCP INLET PIPE
(FROM STRC 8) ■
INV. IN: 580.27
BOT. BOX: 578.34
BOT. FOOTING: 577.67
TRASH GRATE DETAIL
SLAB TOP WITH
MANHOLE FRAME
A
� TOP WEIR ELEV.: 580.85
==♦ 24" RCP TO STRC 9B
INV. OUT: 578.34
GROUT BOX TO INVERTS
SECTION A -A 7' x TX 8" THICK
FOOTING 3:1 GRASSED
SIDE SLOPE
5-0" +
24" INLET PIPE —
(FROM STRC 8)
INV: 580.27
TOP OF WEIR —
ELEV: 580.85
24" RCP BYPASS OUTLET PIPE INV: 578.34
bo
15" RCP
Ll
7'-0"
5'-0'
4'-0"
PLAN
NTS
OUTLET PIPE TO
RAIN GARDEN
MANHOLE FRAME & GRATE
— 4' X 4' I.D. CONC. BOX
24" RCP I
FOOTING
AQUATIC PLANT MATERIAL (TYP.)
4" MULCH / ORGANIC LAYER
36" FILTER MEDIA
BOTTOM OF RG (580.00)
IINV IN: 580.00
RAIN GARDEN INLET PIPE
_III -III-'
INV OUT: 580.27
FLOW SPLITTER STRUCTURE
8" THICK FOOTING
SEE DETAIL 4 ON THIS SHEET
4" DOUBLE HAMMERED HARDWOOD MULCH
#57 WASHED STONE WITH NON -WOVEN FILTER FABRIC
AROUND TOP, BOTTOM, AND SIDES
TOP OF EMBANKMENT: 582.50
3•�
1 15" RCP
UNDISTURBED SOIL
8
TRASH GRATE (SEE DETAIL 4 THIS SHEET)
RIM: 581.50
v
6" PVC UNDERDRAIN
INV: 575.67
OUTLET CONTROL STRUCTURE #10 AT RAINGARDEN #1
ELEVATION
4'-0" X 4'-0" CONCRETE RISER
REFER TO DETAIL 2 ON THIS SHEET
RIM ELEV: 581.50
50 YR 581.64
10 YR 581.50 Q
o =
2 YR 581.08 p
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Soil Media Mix
8-10% Fines
5-10% Organic Matter
(percent by volume)
Target infiltration rate - 1.50 in/hr
Soil Chemistry
P-index between 10 and 30
Cation exchange capacity - 10
*NO MECHANICAL COMPACTION OF MEDIA
z
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NTS
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FSac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
W"p,ap:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
,��t}5tlilrlf{fir
011
SEAL {'
049484 =
'40 SARQ�%1� 07.27.20
lfrl
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
UNDERDRAIN CLEANOUT - SOLID
PIPE (TYP). CLEANOUT CAP TO
BE 4" ABOVE TOP OF MULCH Issued for:
FOREBAY PERMIT SUBMITTAL
TOP OF RIP RAP BERM: 581.50
No. Date Description
BOTTOM OF BASIN: ---- ----
580.00
I I L=I I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I I-1 I I-1 I I-1 I I=1 11=
----
1I----
1I----
=III=IIL==' 15" INLET PIPE
=1 I by INVERT: 580.00
15" RCP OUTLET PIPE \ 6" PERF. PVC UNDERDRAIN WRAPPED IN A GRAVEL JACKET. INV: 575.67
INV: 575.67
INV: 575.67
Title:
STORMWATER DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
FLOW SPUTTER TO RAIN GARDEN #1 NTS �� RAINGARDEN #1 CUT -SECTION NTS Drawn Cg 23
Approved
by: ■

E
EXISTING GRADE
ALTERNATE WALL
CONF
0
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PLAN
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FLARED END -SECTION
�NLET PIPE
ii 1N1(T1nN1 BOX (SIZE BASED ON
;EADER PIPE SIZE)
0
I I ELI FE'E: I I I
SECTION A -A
TYP.
,Panr=R
LEVEL SPREADER DETAIL
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
730
18"
2-1/2"
9"
2'-3"
3'-10"
3-0"
6'-1"
1190
24"
3"
10..
3'-8"
2'-6"
4-0"
6'-2"
1770
30"
3-1/2"
T-0"
4'-6"
T-8"
5'-0"
6'-2"
2380
36"
4"
T-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
1'-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3-0"
6'-6"
1'-9"
9'-0"
8'-3"
13980
NOTES
1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE
2, WALL B
2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
3. FOR CONNECTION TO RCP PROVIDE TONGUE AND SPIGOT JOINT AT INLET
END SECTION.
4. FOR CONNECTION TO HDPE PROVIDE HDPE INTERNAL COUPLER SPIGOT
ADAPTER (AVAILABLE FROM MANUFACTURER). EITHER WRAP CONNECTION
WITH GEOTEXTILE FABRIC AND PROVIDE 2,500 PSI OR BETTER CONCRETE
COLLAR (PIPE O.D. + 12" EACH WAY, 12" THICKNESS) AT CONNECTION OR
PROVIDE MAR MAC DISSIMILAR COUPLER WITH SUFFICIENT WIDTH TO
ALLOW TWO STRAPS ON CONCRETE AND TWO STRAPS ON HDPE.
5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS ARE PERMITTED BASED ON THE
MANUFACTURER'S STANDARD FORMS.
SEE DETAIL 4/C9.21
4" DOUBLE HAMMERED HARDWOOD MULCH
#57 WASHED STONE WITH NON -WOVEN FILTER FABRIC
AROUND TOP, BOTTOM, AND SIDES
UNDISTURBED SOIL
GROUT UP FROM BOTTOM
OF BOX TO INVERT OF PIPES
4'-0"
TRASH GRATE (SEE DETAIL 4/C9.21)
RIM: 574.00
v
Q
LU
of
LU
H
J_
LL
M J
LU
Q
of
cD
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LU
0 m
of
LU
0
z
6" PVC UNDERDRAIN-ELBOW
INV: 571.50
6" PVC UNDERDRAIN
INV: 568.67
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
imWETLANDS
r&c WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
W"p,ap:
T
NORTH
NOT TO SCALE
NTS
Seal:
JB
LEVEL SPREADER
PIPE SIZE
Q10 (cfs)
L (MIN.)
RIM ELEV.
9B
24"
13.48
34'
578.00
11
15"
2.97
8'
575.00
22
10..
1.28
3'
570.04
16
15"
8.65
24'
571.00
20
8"
0.83
3'
570.00
NOTE: LENGTH OF LEVEL SPREADER DESIGNED TO RESULT IN
A DEPTH OF FLOW EXITING THE LEVEL SPREADER OF LESS
THAN 1" AND A VELOCITY LESS THAN 5 FPS IN THE 10-YEAR
STORM EVENT.
* RIM ELEVATION SHALL MATCH EXISTING FIELD
CONDITIONS AND BE LEVEL FOR THE LENGTH OF THE
PIPE
EXISTING GRADE
r- SLOPE MATTING
COMPACTED SOIL
18"
z
CD
-' 1 11 1 1-
SECTION B-B
EXISTING GRADE
- PERFORATED ALUMINUM CMP.
LOWER HALF OF PIPE TO ALLOW
DRAINAGE BETWEEN STORM EVENTS
#57 STONE
NTS
OUTLET CONTROL STRUCTURE #15 AT RAINGARDEN #2
ELEVATION
Soil Media Mix
8-10% Fines
5-10% Organic Matter
(percent by volume)
Target infiltration rate - 1.50 in/hr
Soil Chemistry
P-index between 10 and 30
Cation exchange capacity - 10
*NO MECHANICAL COMPACTION OF MEDIA
NTS
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
1`�4ltilrrlflrJr
09 I"
GAS
_ SEAL {
x
049484 -
�Q$ARO ��`07.27.20 "11+
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
TOP OF EMBANKMENT: 574.50
4'-0" X 4'-0" CONCRETE RISER
UNDERDRAIN CLEANOUT - SOLID
REFER TO DETAIL 2 ON THIS SHEET
PIPE (TYP). CLEANOUT CAP TO
Issued for:
RIM ELEV: 574.00 BE 4" ABOVE TOP OF MULCH
50 YR 574.28
10 YR 574.21
0 = 2 YR 574.10
LU 0
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FOREBAY
TOP OF RIP RAP BERM: 574.00
BOTTOM OF BASIN:
573.00
-
PERMIT SUBMITTAL
No. Date Description
---- ----
---- ---- ----
-
---- ---- ----
---- ----
---- ----
15" RCP FNV 571:50. ... ...
------------------------ -------------- ------ - - - - - - - - - _
1I I III -III III III- - l I I I" i ii"'i i i"''
. - - - - - - - - - - - - -III- -
I III III III III II �
--------- IIIIIIII�III
III III III III III III III III III III
=
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-
_ ----
- - - - - -
IL -I I IL -I I IL -I I IL -I I IL -I I IL -I I IL='
=111=III=III=III=III=III-'' 15" INLET PIPE
I-1 I I-1 I I-1 I I-1 I I=1 I I=� '
- I-1 I III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1
I L-1 I L-1 I L-1 I
L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1
_ _ _ _ _ INVERT:573.00
_I I I_I I I_I I I_I I I_I I
-I I L-1 I L-1 I L-1 I L-1 I L-1 11=
15" RCP OUTLET
PIPE 11= =1I II=1I1=1I1=1I1=1I1=1ImImImImImImImImImImImImImImImImImImImImIm
M III- II-III=III=III=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-II
III=111=II1=III=
11=III=11
Title:
INV:571.50
=11
III -1 I I-1 11= =1 I I I I=1 I I-1 I I-1 I I-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I I=1 I I=1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I L-1 I I_ 1=
6" PERF. PVC UNDERDRAIN WRAPPED IN
A GRAVEL JACKET.
INV: 568.67
INV: 568.67
STORMWATER DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
RAINGARDEN #2 CUT -SECTION NTS Drawn by: C9.24
Approved by:

LANDSCAPE NOTES:
1. SEE SHEET CO.10 FOR GENERAL NOTES.
2. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR INACCURACIES IN THE
PLANS TO THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING.
11. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR HARDWOOD
TREES ACCORDING TO NCDA PROCEDURES. SCARIFY PLANT PIT WALLS. CONSULT
LANDSCAPE ARCHITECT FOR ALTERNATE COMPLIANCE.
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3. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY
OF ALL PLANTING MATERIALS WITHIN THE PROJECT AREA.
4. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL EXISTING
AND NEW UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR PLANTING. DAMAGES
TO UTILITIES CAUSED BY THE LANDSCAPE OPERATION SHALL BE CORRECTED BY THE
LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER.
5. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON THE SITE.
12. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF PLANT UNLESS
OTHERWISE NOTED. FLARE AT CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF
THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME OF BACKFILL SHOULD BE
AMENDED WITH UP TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE NO LARGER
THAN WHAT PASSES THROUGH A ONE INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED
FOR BACKFILL DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE SOIL
SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE
ARCHITECT. MAXIMUM SAUCER HEIGHT IS 6 INCHES.
13. TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING GRADE.
r7
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
6.
ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE AMERICAN
14.
FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY 1/3 TOTAL
STANDARD FOR NURSERY STOCK.
HEIGHT OF ROOT BALL. PLASTIC FIBER BURLAP AND WIRE BASKETS SHOULD BE
REMOVED TO 2/3'S OF TOTAL HEIGHT OF ROOT BALL.
DUKE
7.
TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO
ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT AND
15.
CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB
SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS
"NO
THROUGHOUT THE WARRANTY PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING
�,,,
ENERGY®
FOLLOWS: TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
IN TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE ATTACHED TO SUPPORT WIRE.
PROTECTORA PARA LOS ARBOLES."
STAKING SHOULD BE REMOVED BY CONTRACTOR AT END OF ONE YEAR WARRANTY
PERIOD OR AS DIRECTED BY GROUNDS MANAGEMENT.
DUKE ENERGY
8.
PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE
PROJECT MANAGER: JAY McMULLEN
LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN,
16.
USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT UNDER
526 S. CHURCH STREET, CHARLOTTE, NC 28202
SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE
IRRIGATION. INCORPORATE TERRA -SORB (OR EQUAL) AS PER MANUFACTURERS
[phone]
SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
RECOMMENDATIONS, FOR AREAS NOT UNDER IRRIGATION.
Consultants:
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST
AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION
17.
USE "BIO-BARRIER" OR EQUIVALENT ACCORDING TO MANUFACTURER'S
IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR
RECOMMENDATION FOR TREES THAT WILL BE PLANTED WITHIN 10' OF PAVEMENT
EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
18.
LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO
ITAa
REQUEST FOR A CERTIFICATE OF COMPLIANCE.
V E T LA N D S
9.
SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM
OF 2" OF APPROVED TOPSOIL. ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE
19.
SHORELINE STABILIZATION PLANTINGS SHOULD BE SELECTED FROM DUKE ENERGY'S PLANT
WATERS
REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE
RECOMMENDATION LITU AND PLANTED BASED ON A SITE EVALUATION AT TIME OF
ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING.
CONSTRUCTION. AREAS MARKED ON THIS PLAN INDICATE SHORELINES NEEDING
WETLANDS & WATERS, INC.
STABILIZATION DURING TIME OF CONSTRUCTION DOCUMENTATION ONLY. ADDITIONAL
CHRIS HUYSMAN
10.
ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL.
STABILIZATION ACCESS MAYBE NEEDED AT TIME OF CONSTRUCTION. CONTACT DUKE
328 EAST BROAD STREET, SUITE D
ENERGY LAKE MANAGEMENT BEFORE PLANTING AT 704.382.8086.
STATESVILLE, NC 28677
704-773-4239
W"p,ap:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CAR
-7
cr 7J
ei yea'
41 E3 1\G� 07.27.20
0 30 60 120
SCALUE: 1" = 60' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
OVERALL LANDSCAPE
PLAN
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
W
Drawn by: TM L2. 00
Approved by: EMB

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SHEET L2.(;■
■
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BUF ER lE
30' CATAWBA RIVER/ _
LAKE WYLIE BUFFER '
/
/
■
LAKE WYLI E _
■
■
■
i
■
TARGET POND ELEV. = 567' ,
FULL POND ELEV. = 570'
100 YEAR FLOOD
ELEV. = 571' _
0
(2) ILVO —
(1) BENI —
.� (69) HYPR —
e
(1) FRPE
RAIN GARDEN #1
(REFER TO DETAIL 1/C9.23)
z 11 z SHEET L2.02
i. SHEET L2.01
PLANT SCHEDULE
TREES CODE QTY BOTANICAL / COMMON NAME
ACRU 4 ACER RUBRUM
0 RED MAPLE
ASTIR 8 ASIMINA TRILOBA
�+ PAWPAW
$ BENI 11 BETULA NIGRA
MULTI -TRUNK RIVER BIRCH
0 CLKE 11 CLADRASTIS KENTUKEA
AMERICAN YELLOWWOOD
0 FAGR 27 FAGUS GRANDIFOLIA
AMERICAN BEECH
FRPE 13 FRAXINUS PENNSYLVANICA
GREEN ASH
HAVI 8 HAMAMELIS VIRGINIANA
COMMON WITCH HAZEL
ILOP 13 ILEX OPACA
AMERICAN HOLLY
LITU 1 LIRIODENDRON TULIPIFERA
TULIP POPLAR
PIST 7 PINUS STROBUS
WHITE PINE
PITA 5 PINUS TAEDA
. LOBLOLLY PINE
0 QUAC 4 QUERCUS ACUTISSIMA
SAWTOOTH OAK
0 QUVI 1 QUERCUS VIRGINIANA
LIVE OAK
SHRUBS CODE QTY BOTANICAL / COMMON NAME
ABGR 145 ABELIA GRANDIFLORA
OGLOSSY ABELIA
AEPA 19 AESCULUS PARVIFLORA
:. BOTTLEBRUSH BUCKEYE
® ASIN 251 ASCLEPIAS INCARNATA
SWAMP MILKWEED
O CAAM 31 CALLICARPA AMERICANA
AMERICAN BEAUTY BERRY
CAFL 12 CALYCANTHUS FLORIDUS
SWEET SHRUB
CALU 37 CAREX LURIDA
LURID SEDGE
COAM 6 CORNUS AMOMUM
SILKY DOGWOOD
EUDU 126 EUTROCHIUM DUBIUM
JOE PYE WEED
O HYPR 128 HYPERICUM PROLIFICUM
ST. JOHNS WORT
ILGL 84 ILEX GLABRA
INKBERRY HOLLY
ILVO 24 ILEX VOMITORIA
0 YAUPON HOLLY
KOPE 130 KOSTELETZKYA PENTACARPOS
SALTMARSH MALLOW
LOCA 286 LOBELIA CARDINALIS
0 CARDINAL FLOWER
NEOL 35 NERIUM OLEANDER 'DWARF' O
DWARF OLEANDER
RHVI 59 RHODODENDRON VISCOSUM ®
SWAMP AZALEA
VINU 57 VIBURNUM NUDUM
0 POSSUMHAW
GRASSES CODE QTY BOTANICAL / COMMON NAME
PASO 6 PANICUM SONORUM
PANIC GRASS
SEED CODE QTY BOTANICAL / COMMON NAME
FEST 125,980 SF FESTUCA X
COMMERCIAL FESCUE BLEND
MULCH CODE QTY BOTANICAL / COMMON NAME
PISTR 20,535 SF PINE STRAW MULCH
CONTAINER CALIPER HEIGHT SPACING NOTES
B&B 3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER
B&B 3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER
B&B 13"CAL 110 TO 12 FT I AS SHOWN I MULTI -STEM
B&B
B&B
B&B
B&B
B&B
3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER
3"CAL 110 TO 12 FT I AS SHOWN I MULTI -TRUNK
2"CAL 110 FT 1 AS SHOWN I FULL TO GROUND
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
1k, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
VfWETLANDS
Sac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
B&B 3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
B&B 3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER `.``N CA ROB'%.
O �PNDSCgA/�':
B&B 3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL
LEADER
B&B 3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL �i �y L*' �
LEADER ��'Me°BLp,G\4
07.27.20
B&B 3"CAL 10 TO 12 FT ASSHOWN
CONTAINER --- HEIGHT SPACING NOTES
3 GAL 24 IN ASSHOWN
3 GAL 24 IN ASSHOWN
0 10 20 40
3 GAL 18 IN ASSHOWN SCALUE: 1" = 20' NORTH
3 GAL 24 IN ASSHOWN Project:
3 GAL 18 IN ASSHOWN SOUTH POINT
1 GAL 12 IN ASSHOWN ACCESS AREA
3 GAL 24 IN ASSHOWN UPGRADES
3 GAL 24 IN ASSHOWN
Issued for:
3GAL 24 IN ASSHOWN PERMIT SUBMITTAL
3 GAL 18 IN ASSHOWN No. Date Description
5 GAL 42 IN ASSHOWN ---- ----
---- ---- ----
3 GAL 24 IN ASSHOWN
3 GAL 18 IN ASSHOWN ____ ____
3 GAL 24 IN ASSHOWN ---- ----
3 GAL 24 IN ASSHOWN
Title:
3 GAL 24 IN ASSHOWN
LANDSCAPE PLAN -
CONTAINER --- HEIGHT SPACING NOTES NORTH ENLARGEMENT
1 GAL 12 IN ASSHOWN
CONTAINER --- HEIGHT SPACING NOTES
SEED Project number: L20027 Sheet #:
Issued Date: 07.29.2020
CONTAINER --- HEIGHT SPACING NOTES Drawn by: TIVI
Approved by: EMB L2.01
MULCH

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(1) ILOP
TARGET POND ELEV.
= 567'
FULL POND ELEV.
= 570'
100 YEAR FLOOD ELEV.
= 571'
LAKE WYLI E
30' CATAWBA RIVER/
LAKE WYLIE BUFFER
TARGET POND ELEV.
= 567'
FULL POND ELEV.
= 570'
100 YEAR FLOOD ELEV.
= 571'
SHEET
SHEET
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(1) BENI T
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— (1) ASTIR
TREES
CODE
QTY
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RAIN GARDEN #2
ACRU
4
ACER RUBRUM
(REFER TO DETAIL 1/C9.24)
•
RED MAPLE
(10) RHVI
ASTIR
8
ASIMINA TRILOBA
(24) EUDU
(58) HYPR
�"
+
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o
CLKE
11
CLADRASTIS KENTUKEA
AMERICAN YELLOWWOOD
FAGR 27 FAGUS GRANDIFOLIA
AMERICAN BEECH
FRPE 13 FRAXINUS PENNSYLVANICA
GREEN ASH
4) LOCA
X .
ASIN HAVI 8 HAMAMELIS VIRGINIANA
COMMON WITCH HAZEL
ILOP 13 ILEX OPACA
' AMERICAN HOLLY
LITU 1 LIRIODENDRON TULIPIFERA
TULIP POPLAR
PIST 7 PINUS STROBUS
WHITE PINE
PITA 5 PINUS TAEDA
(1) BENI LOBLOLLY PINE
� QUAC 4 QUERCUS ACUTISSIMA
/ SAWTOOTH OAK
QUVI 1 QUERCUS VIRGINIANA
LIVE OAK
SHRUBS CODE QTY BOTANICAL / COMMON NAME
ABGR 145 ABELIA GRANDIFLORA
GLOSSY ABELIA
AEPA 19 AESCULUS PARVIFLORA
:. BOTTLEBRUSH BUCKEYE
ASIN 251 ASCLEPIAS INCARNATA
® SWAMP MILKWEED
O CAAM 31 CALLICARPA AMERICANA
AMERICAN BEAUTY BERRY
CAFL 12 CALYCANTHUS FLORIDUS
SWEET SHRUB
CALU 37 CAREX LURIDA
LURID SEDGE
COAM 6 CORNUS AMOMUM
SILKY DOGWOOD
0
MR
- - , EUDU 126 EUTROCHIUM DUBIUM
JOE PYE WEED
(3) CLKE
O
HYPR
128
HYPERICUM PROLIFICUM
ST. JOHNS WORT
(+)
ILGL
84
ILEX GLABRA
INKBERRY HOLLY
ILVO
24
ILEX VOMITORIA
YAUPON HOLLY
KOPE
130
KOSTELETZKYA PENTACARPOS
SALTMARSH MALLOW
LOCA
286
LOBELIA CARDINALIS
CARDINAL FLOWER
O
NEOL
35
NERIUM OLEANDER 'DWARF'
DWARF OLEANDER
®
RHVI
59
RHODODENDRON VISCOSUM
SWAMP AZALEA
0
VINU
57
VIBURNUM NUDUM
POSSUMHAW
GRASSES
CODE
QTY
BOTANICAL / COMMON NAME
PASO
6
PANICUM SONORUM
PANIC GRASS
SEED
CODE
QTY
BOTANICAL / COMMON NAME
125,980 SF
FESTUCA X
COMMERCIAL FESCUE BLEND
a,
MULCH
CODE
QTY
BOTANICAL / COMMON NAME
PISTR
20,535 SF
PINE STRAW MULCH
o
� SHEET L2.02
SHEET L2.01
T
CONTAINER CALIPER HEIGHT SPACING NOTES
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
B&B 3"CAL 10 TO 12 FT I AS SHOWN STRONG CENTRAL
LEADER
I �[00ST-A�§[$2tell VAamI_F&9:[61TA01 I�LTi[It10111,]121�LTi
B&B
B&B
B&B
B&B
B&B
B&B
B&B
B&B
B&B
B&B
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
3"CAL 110 TO 12 FT I AS SHOWN I MULTI -TRUNK
2"CAL 110 FT I AS SHOWN I FULL TO GROUND
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
"'k, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
T#2. (0L2.03 WETLANDS
T & WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL
LEADER
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL
LEADER
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL
LEADER
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL
LEADER
NORTH
3"CAL
10 TO 12 FT
AS SHOWN
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CONTAINER --- HEIGHT SPACING NOTES
3 GAL 24 IN AS SHOWN CA R 11
�OQ`�•pNDSCq 0�/1
-7
3 GAL 24 IN AS SHOWN
3 GAL 18 IN AS SHOWN �j �y L°•' �v;
��''`yMe•BLAG��`��07.27.20
3 GAL 24 IN AS SHOWN
3 GAL 18 IN AS SHOWN
1 GAL 12 IN AS SHOWN
3 GAL 24 IN AS SHOWN
0 10 20 40
3 GAL 24 IN AS SHOWN
SCALUE: 1" = 20' NORTH
3 GAL 24 IN AS SHOWN
Project:
3 GAL 18 IN AS SHOWN SOUTH POINT
5GAL 421N ASSHOWN ACCESS AREA
3 GAL 24 IN AS SHOWN UPGRADES
3 GAL 18 IN AS SHOWN
Issued for:
3 GAL 24 IN AS SHOWN
PERMIT SUBMITTAL
3 GAL 24 IN AS SHOWN
No. Date Description
3 GAL 24 IN AS SHOWN =___ ____
---- ---- ----
CONTAINER --- HEIGHT SPACING NOTES
---- ---- ----
1 GAL 12 IN AS SHOWN
CONTAINER --- HEIGHT SPACING NOTES ---- ---- ----
SEED ---- ----
CONTAINER --- HEIGHT SPACING NOTES Title:
MULCH
LANDSCAPE PLAN -
CENTER ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
L2.02
Approved by: EMB

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TARGET POND ELEV.
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FULL POND ELEV.
= 570'
100 YEAR FLOOD ELEV.
= 571'
PLANT SCHEDULE
TREES CODE QTY
0 ACRU 4
ASTIR 8
BENI 11
0 CLKE 11
0 FAGR 27
FRPE 13
HAVI 8
ILOP 13
0 LITU 1
(D PIST 7
0 PITA 5
0 QUAC 4
0 QUVI 1
BOTANICAL / COMMON NAME
ACER RUBRUM
RED MAPLE
ASIMINA TRILOBA
PAWPAW
BETULA NIGRA
MULTI -TRUNK RIVER BIRCH
CLADRASTIS KENTUKEA
AMERICAN YELLOWWOOD
FAGUS GRANDIFOLIA
AMERICAN BEECH
FRAXINUS PENNSYLVANICA
GREEN ASH
HAMAMELIS VIRGINIANA
COMMON WITCH HAZEL
ILEX OPACA
AMERICAN HOLLY
LIRIODENDRON TULIPIFERA
TULIP POPLAR
PINUS STROBUS
WHITE PINE
PINUS TAEDA
LOBLOLLY PINE
QUERCUS ACUTISSIMA
SAWTOOTH OAK
QUERCUS VIRGINIANA
LIVE OAK
SHRUBS
CODE
QTY
BOTANICAL / COMMON NAME
ABGR
145
ABELIA GRANDIFLORA
GLOSSY ABELIA
AEPA
19
AESCULUS PARVIFLORA
:.
BOTTLEBRUSH BUCKEYE
®
ASIN
251
ASCLEPIAS INCARNATA
SWAMP MILKWEED
I
O
CAAM
31
CALLICARPA AMERICANA
AMERICAN BEAUTY BERRY
'
CAFL
12
CALYCANTHUS FLORIDUS
SWEET SHRUB
'
CALU
37
CAREX LURIDA
.
0
LURID SEDGE
COAM
6
CORNUS AMOMUM
o
SILKY DOGWOOD
EUDU
126
EUTROCHIUM DUBIUM
JOE PYE WEED
O
HYPR
128
HYPERICUM PROLIFICUM
ST. JOHNS WORT
ILGL
84
ILEX GLABRA
INKBERRY HOLLY
`w...+
ILVO
24
ILEX VOMITORIA
0
YAUPON HOLLY
KOPE
130
KOSTELETZKYA PENTACARPOS
SALTMARSH MALLOW
LOCA
286
LOBELIA CARDINALIS
CARDINAL FLOWER
O
NEOL
35
NERIUM OLEANDER 'DWARF'
DWARF OLEANDER
®
RHVI
59
RHODODENDRON VISCOSUM
SWAMP AZALEA
0
VINU
57
VIBURNUM NUDUM
POSSUMHAW
GRASSES
CODE
QTY
BOTANICAL / COMMON NAME
PASO
6
PANICUM SONORUM
PANIC GRASS
SEED
ICODE
TY
BOTANICAL / COMMON NAME
s
,�•- •:�
COMMERCIAL FESCUE BLEND
PINE STRAW MULCH
.�
ter.
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1
CONTAINER CALIPER HEIGHT SPACING NOTES
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
B&B
3"CAL
10 TO 12 FT
AS SHOWN
MULTI -STEM
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL
LEADER
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL
LEADER
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL
LEADER
B&B
3"CAL
10 TO 12 FT
AS SHOWN
MULTI -TRUNK
B&B
B&B
B&B
B&B
B&B
B&B
2"CAL 110 FT I AS SHOWN I FULL TO GROUND
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT I AS SHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT I AS SHOWN STRONG CENTRAL
LEADER
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
"'k, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
VfWETLANDS
Sac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
NORTH
3"CAL 10 TO 12 FT AS SHOWN Seal:
CONTAINER ---
3 GAL
3 GAL
3 GAL
3 GAL
3 GAL
1 GAL
3 GAL
3 GAL
3 GAL
3 GAL
5 GAL
3 GAL
3 GAL
3 GAL
3 GAL
3 GAL
CONTAINER ---
1 GAL
CONTAINER ---
SEED
CONTAINER ---
MULCH
PRELIMINARY - DO NOT
HEIGHT SPACING NOTES USE FOR CONSTRUCTION
24 IN AS SHOWN �.`��(N CA
•.
24 IN AS SHOWN ` _. ° �°9
18 IN AS SHOWN
24 IN AS SHOWN BLAG`���07.27.20
18 IN AS SHOWN
12 IN AS SHOWN
24 IN AS SHOWN
24 IN AS SHOWN 0 10 20 40
SCALUE: 1" = 20' NORTH
24 IN AS SHOWN
Project:
18 IN AS SHOWN
SOUTH POINT
42 IN AS SHOWN
ACCESS AREA
24 IN AS SHOWN UPGRADES
18 IN AS SHOWN
24 IN AS SHOWN Issued for:
24 IN ASSHOWN PERMIT SUBMITTAL
24 IN AS SHOWN No. Date Description
HEIGHT SPACING NOTES ---- ----
12 IN AS SHOWN ____ ____
---- ---- ----
HEIGHT SPACING NOTES —
HEIGHT I SPACING I NOTES
SHEET L2.03
SHEET L2.02
Title:
LANDSCAPE PLAN -
SOUTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 07.29.2020
Drawn by: TM
L2.03
Approved by: EMB

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L2.02
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2
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CV CV
W W
W W
Li
0
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LAKE WYLI E
100 YEAR FLOOD ELEV. = 571'
FULL POND ELEV. = 570'
'9p�00
10
PLANT SCHEDULE
TREES
CODE
QTY
BOTANICAL / COMMON NAME
ACRU
4
ACER RUBRUM
0
RED MAPLE
.'"#�
ASTIR
ASIMINA TRILOBA
a
PAWPAW
BENI
11
BETULA NIGRA
MULTI -TRUNK RIVER BIRCH
CLKE
11
CLADRASTIS KENTUKEA
0
AMERICAN YELLOWWOOD
FAGR
27
FAGUS GRANDIFOLIA
0
AMERICAN BEECH
FRPE
13
FRAXINUS PENNSYLVANICA
GREEN ASH
HAVI
8
HAMAMELIS VIRGINIANA
COMMON WITCH HAZEL
ILOP
13
ILEX OPACA
AMERICAN HOLLY
LITU
1
LIRIODENDRON TULIPIFERA
TULIP POPLAR
PIST
7
PINUS STROBUS
WHITE PINE
PITA
5
PINUS TAEDA
LOBLOLLY PINE
QUAC
4
QUERCUS ACUTISSIMA
0
SAWTOOTH OAK
QUVI
1
QUERCUS VIRGINIANA
0
LIVE OAK
SHRUBS
CODE
QTY
BOTANICAL / COMMON NAME
ABGR
145
ABELIA GRANDIFLORA
OGLOSSY
ABELIA
AEPA
19
AESCULUS PARVIFLORA
:.
BOTTLEBRUSH BUCKEYE
ASIN
251
ASCLEPIAS INCARNATA
®
SWAMP MILKWEED
O
CAAM
31
CALLICARPA AMERICANA
AMERICAN BEAUTY BERRY
CAFL
12
CALYCANTHUS FLORIDUS
SWEET SHRUB
CALU
37
CAREX LURIDA
LURID SEDGE
COAM
6
CORNUS AMOMUM
SILKY DOGWOOD
EUDU
126
EUTROCHIUM DUBIUM
JOE PYE WEED
HYPR
128
HYPERICUM PROLIFICUM
O
ST. JOHNS WORT
ILGL
84
ILEX GLABRA
INKBERRY HOLLY
ILVO
24
ILEX VOMITORIA
YAUPON HOLLY
KOPE
130
KOSTELETZKYA PENTACARPOS
SALTMARSH MALLOW
LOCA
286
LOBELIA CARDINALIS
CARDINAL FLOWER
O
NEOL
35
NERIUM OLEANDER 'DWARF'
DWARF OLEANDER
RHVI
59
RHODODENDRON VISCOSUM
®
SWAMP AZALEA
+0
VINU
57
VIBURNUM NUDUM
POSSUMHAW
GRASSES
CODE
QTY
BOTANICAL / COMMON NAME
PASO
6
PANICUM SONORUM
PANIC GRASS
SEED
CODE
QTY
BOTANICAL / COMMON NAME
a . , �. a
FEST
125,980 SF
FESTUCA X
a.
COMMERCIAL FESCUE BLEND
MULCH
CODE
QTY
BOTANICAL / COMMON NAME
PISTR
20,535 SF
PINE STRAW MULCH
CONTAINER CALIPER HEIGHT SPACING NOTES
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
B&B 13"CAL 110 TO 12 FT I AS SHOWN I MULTI -STEM
B&B
B&B
B&B
B&B
B&B
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER
3"CAL 110 TO 12 FT I AS SHOWN I MULTI -TRUNK
2"CAL 110 FT I AS SHOWN I FULL TO GROUND
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
iAWETLANDS
FS&c WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER PRELIMINARY - DO NOT
USE FORCONSTRUCTION
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL `C'
LEADER `.``N CARD''%,
O -PNDSCgA/
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL _. ° �.j9
LEADER
B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL
LEADER ��'MeBLAC'�`��`
07.27.20
B&B 3"CAL 10 TO 12 FT AS SHOWN
CONTAINER --- HEIGHT SPACING NOTES
3 GAL 24 IN AS SHOWN
3 GAL 24 IN AS SHOWN
0 10 20 40
3 GAL 18 IN AS SHOWN SCALUE: 1" = 20' NORTH
3 GAL 24 IN AS SHOWN Project:
3 GAL 18 IN AS SHOWN SOUTH POINT
1 GAL 12 IN AS SHOWN ACCESS AREA
3 GAL 24 IN AS SHOWN UPGRADES
3 GAL 24 IN AS SHOWN
Issued for:
3GAL 24 IN AS SHOWN PERMIT SUBMITTAL
3 GAL 18 IN AS SHOWN No. Date Description
5 GAL 42 IN AS SHOWN ---- ----
---- ---- ----
3 GAL 24 IN AS SHOWN
3 GAL 18 IN AS SHOWN ____ ____
3 GAL 24 IN AS SHOWN ---- ----
3 GAL 24 IN AS SHOWN
Title:
3 GAL 24 IN AS SHOWN LANDSCAPE PLAN -
CONTAINER --- HEIGHT SPACING NOTES BOAT AREA
1 GAL 12 IN AS SHOWN ENLARGEMENT
CONTAINER --- HEIGHT SPACING NOTES
SEED Project number: L20027 Sheet #:
Issued Date: 07.29.2020
CONTAINER j HEIGHT SPACING NOTES Drawn by: Tm Approved by: EMB L2.04
MULCH

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00
77
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3/4" NYLON STRAP
ROOT CROWN TO BE LEVEL WITH
FINISH GRADE, ± 1"
REMOVE TYPICAL EXCESS SOIL FROM -
GROWER OVER ROOT SYSTEM, UP TO 1"
DEPTH. REJECT PLANTS WITH MORE
THAN 3" EXCESS SOIL.
1 "x 2"x18" WOOD STAKE, WITH
3/8" HOLE CENTERED. DRIVE
STAKE IN LINE WITH STRAP. 3
STAKES PER TREE, SPACED III-
III=III-�
EQUALLY. I ,III-III
-III=III-
REMOVE TOP 1/3 BURLAP AND ANY '-III-III-I I I-
NAILS, PINS, ETC. III I I I -I
=1 = = I I=I
REMOVE TOP 2/3 OF WIRE BASKET I - I I I -I I 111=
RAISE PIT BOTTOM AS NEEDED TO ENSURE
BUTTRESS ROOTS ARE AT CORRECT HEIGHT
FIRM SOIL UNDER ROOTBALL.
u
ROOTBALL
DIAMETER
SINGLE STEM TREE INSTALLATION DETAIL
SECTION
GROUNDCOVER
(REFER TO LANDSCAPE PLAN)
FINISH -
GRADE
PREPARED PLANT
BED 8" MIN. DEPTH
SPACING VARIES
SEE PLANT LIST
--L3" LAYER
OF MULCH
SUBGRADE
6" SLIP KNOT WITH STOP KNOT,
6" LARGER THAN TRUNK DIAMETER
BUTTRESS ROOTS
KEEP MULCH 1 "-2" AWAY FROM TRUNK
MULCH; 3" MIN., 4" MAX. DEPTH.
WATER BERM; 4" MAX HEIGHT. INSTALL
OUTSIDE OF PLANT MIX BACKFILL
FINISH GRADE
PLANTING SOIL- INSTALL IN 8" LIFTS,
WATER BETWEEN LIFTS.
UNDISTURBED SOIL
NTS
. . . . TYP.
STAGGERED
• • • ROWS
EQUAL SPACING EDGE OF
BETWEEN ALL PLANTS PLANTING
BED
TYPICAL PLANTING BED PLAN
3/�
ROOT CROWN TO BE LEV
FINISH GRADE, ± 1"
REMOVE TYPICAL EXCES
GROWER OVER ROOT SY
DEPTH. REJECT PLANTS
THAN 3" EXCESS SOIL.
1 "x 2"x18" WOOD STAKE,
3/8" HOLE CENTERED. DF
STAKE IN LINE WITH STRj
REMOVE TOP 1/3 BURLAF
NAILS, PINS, ETC.
REMOVE TOP 2/3 OF WIRI
RAISE PIT BOTTOM AS NE
BUTTRESS ROOTS ARE A
FIRM SOIL UNDER ROOTS„
IVIIN. UTAIVIL I LK IVIIN.
EVERGREEN TREE INSTALLATION DETAIL
SECTION
1. OMIT COLLAR AROUND EACH SHRUB WHEN
IRRIGATION SYSTEM IS PRESENT.
2. INSTALL TOP OF PLANT BALL 2" ABOVE
ADJACENT GRADE
3. TAMP PLANT SOIL MIX FIRMLY IN 8" LIFTS
AROUND PLANT BALL
4. SOAK PLANT BALL AND PIT IMMEDIATELY
AFTER INSTALLATION.
TOP OF ROOTBALL TO BE 2" ABOVI
FINISH GRADE
MOUND SOIL MIX TO CREATE 2" W
COLLAR AROUND EACH PLAN
FINISH GRADE
SLIP KNOT WITH STOP KNOT,
_ARGER THAN TRUNK DIAMETER
TTRESS ROOTS
=P MULCH 1 "-2" AWAY FROM TRUNK
LCH; 3" MIN., 4" MAX. DEPTH.
TER BERM; 4" MAX HEIGHT. INSTALL
TSIDE OF PLANT MIX BACKFILL
FINISH GRADE
SOIL (SEE SPECS.). INSTALL
3, WATER BETWEEN LIFTS.
3)OIL
NTS
KEEP MULCH 1 "-2" AWAY FROM TRUNK
MULCH; 3" MIN., 4" MAX. DEPTH.
WATER BERM; 4" MAX HEIGHT. INSTALL
OUTSIDE OF PLANT MIX BACKFILL
CUT ROOTS AS NECESSARY IN CONTAINERIZED
PLANTS THAT ARE POT BOUND. REJECT
PLANTS THAT ARE ROOT BOUND
'V' TRENCH AROUND ENTIRE PLANT BED
PLANTING SOIL (SEE SPECS.). INSTALL
IN 8" LIFTS, WATER BETWEEN LIFTS.
UNDISTURBED SOIL
TAMP SOIL MIX UNDER PLANT BALL TO
MINIMIZE SETTLEMENT
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client
DUKE
*%., ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
imra& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
War pap:
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CAR
-7
07.27.20
'��/1111111111�``
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
LANDSCAPE DETAILS
GROUNDCOVER PLANTING DETAIL NTS SHRUB INSTALLATION DETAIL NTS Projectnumber: L20027 Sheet#:
Issued Date: 07.29.2020
SECTION SECTION
Drawn by: TM L3.00
Approved by: EMB

LAWN I PLANTING BED
r7
E
00
77
N
O
N
ai
0)
Q
NOT USED
NOT USED
WITHIN THE THIGH BY 10' BASE TRIANGLE
OF THE CLEARING LIMITS ZONE,
CONTRACTOR TO REMOVE ALL DEAD
TREES, UNDERBRUSH, TREES UNDER 2"
CALIPER, AND ALL LIMBS LESS THAN 2"
DIAMETER.
MULCH THE FIRST 3' OF THE WOODLAND
EDGE, THEN FEATHER BACK INTO THE FULL
10' DEPTH OF THE CLEARING LIMITS ZONE.
CLEARING LIMITS AT WOODED EDGE
10.00'
NTS
3" SETTLED
MULCH DEPTH.
CUT EDGE MINIMUM OF ------ 0/0, STEWART
4" BELOW GRADE TO
RECEIVE MULCH. —_ 101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
1� , T 704.334.7925 PROJECT #: L20027
III1 I IIII1 I I=III:
I1 I I1 I I1 I I1
III=IIIIII=I I111
I IIIIIIIIIII I
—IIIIIIIIIIII—III'
PROVIDE HARD EDGE TO
SEPARATE TURF AND
MULCH BEDS.
CUT EDGE MINIMUM OF
4" BELOW GRADE TO
RECEIVE MULCH.
CONCRETE SIDEWALK
PLANT BED TRENCH EDGING DETAIL
SECTION
3" LAYER OF SETTLED
MULCH. NO MORE THAN 1"
OF MULCH ON TOP OF
ROOT BALL. (SEE
SPECIFICATIONS FOR
MULCH).
ORIGINAL SLOPE SHOULD
PASS THROUGH THE
POINT WHERE THE TRUNK
MEETS SUBSTRATE/SOIL.
SIDEWALK I PLANTING BED
3" SETTLED
MULCH DEPTH.
III=III= \
PRIOR TO MULCHING, LIGHTLY
SLOPE SIDES OF
/
TAMP SOIL AROUND THE ROOT
LOOSENED SOIL.
BALL IN 6" LIFTS TO BRACE SHRUB.
d M M
DO NOT OVER COMPACT. WHEN
LOOSENED THE SOIL. DIG
ROOT
/
THE PLANTING HOLE HAS BEEN
AND TURN THE SOIL TO
REDUCE THE COMPACTION
=III=III=III=III
BALL
�\
/� /
BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO
IIIIIIIIIIII—III
�/ III
TO THE AREA AND DEPTH
\�
_
SETTLE THE SOIL.
SHOWN.
=III=III=III=III=III-=III=III=III=
'
BOTTOM OF ROOT BALL
=III=III=1 =11a
aII=III=III=III=1
RESTS ON EXISTING OR
RECOMPACTED SOIL.
SCARIFIED SOIL.
EQUAL
EQUAL
EQUAL
SHRUB INSTALLATION ON SLOPE DETAIL
SECTION
CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE
THE TRUNK BASE MEETS
SUBSTRATE/SOIL.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
LOOSENED SOIL. DIG AND TURN
ROOT BALL MODIFIED THE SOIL TO REDUCE THE
AS REQUIRED. COMPACTION TO THE AREA AND
a� DEPTH SHOWN.
FINISHED GRADE.
\� SLOPE SIDES OF LOOSENED
3" LAYER OF SETTLED MULCH. /\ SOIL.
NO MORE THAN 1" OF MULCH ON II II
TOP OF ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH)./j\// / III=III=III — 4" 0 SOCK DRAIN CONTINUOUS
AROUND BASE OF TREE. INSTALL 4" -
/ DEEPER THAN ROOT BALL FOR
\/ �\IIIIII—III LOWERED PLANTING HOLE AS NEEDED
III —III— IIIIIIIIIIII WITH POOR DRAINAGE (SEE PLANTING
1=III=III=III=III==III=III=III=1=III=III=III=III=III= PIT/BED DRAIN DETAIL).
SCARIFIED SOIL III=III=III=III=III=III=III=III==III=III=III=1
I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I IIIIIIII I I—
,� EQUAL �� EQUAL �� EQUAL �' BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL.
TREE INSTALLATION ON SLOPE DETAIL
NTS
RAIN GARDEN MEDIA NOTES
1. SOIL MEDIA SHALL BE UNIFORMLY MIXED AND FREE OF STONES, STUMPS, ROOTS
OR OTHER SIMILAR MATERIALS GREATER THAN 2—INCHES IN ANY DIMENSION,
2. PLACE RAIN GARDEN SOIL IN 12-18 INCH LIFTS WITHOUT COMPACTION,
OVERFILL TO ABOUT 2—INCHES OF THE PROPOSED DESIGN ELEVATIONS TO
ACCOUNT FOR SETTLEMENT,
1 RAIN GARDEN AREA TO BE COMPLETELY FREE OF SEDIMENT ACCUMULATED FROM
TEMPORARY SEDIMENT TRAP PRIOR TO INSTALLATION OF RAIN GARDEN MEDIA,
RAIN GARDEN MEDIA SHALL NOT BE INSTALLED UNTIL ENTIRE DRAINAGE AREA TO
THE RAIN GARDEN IS FULLY STABILIZED. CONTRACTOR SHALL BE RESPONSIBLE
FOR REMOVAL AND REPLACEMENT OF MEDIA IF CONTAMINATION WITH SILT/FINES
OCCURS.
Soil Media Mix
85-88% Sand
8-12% Fines
3-5% organic matte
(percent by volume)
Target Infiltration rate - 1.0 in/hr
Soil Chemistry
P-index between 10 and 30
Cation exchange capacity - 10
BRICK DROP INLET RISER
SEE DETAIL G/C5.10
OUTLET PIPE
L�
NOTES:
1. ALL DRAINAGE AREAS TO RAIN GARDEN
FACILITY ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF AMENDED SOILS, MULCH OR
PLANTINGS.
2. AMENDED SOIL WILL ONLY BE PERMITTED
WITH A VALID SOIL ANALYSIS REPORT.
BRICK DROP INLET RISER
(SEE DETAIL A/C9.12)
Client:
DUKE
r►,, ENERGY®
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
VfWETLANDS
Sac WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
War} p,ap:
NORTH
NOT TO SCALE
Seal:
RIM ELEVATION TO BE SET PRELIMINARY - DO NOT
TWICE -SHREDDED 12" ABOVE FINISHED GRADE USE FOR CONSTRUCTION
HARDWOOD MULCH
CN
N .�`� N CARD''
*FILL SOIL MEDIA OQ.^�PNDscq; '/
::..
4" WASHED SAND 2,a 4 ;�
FILTER FABRIC °r°
BETWEEN SAND AND
STONE
8" WASHED No. 57
STONE......
UNDISTURBED SOIL 07.27.20
RCP OUTLET 4" PERF. HDPE
PIPE - UNDERDRAIN
SEE PLANS FOR
INVERT & SIZE
RISER CROSS SECTION GROUT UP FROM
BOTTOM OF BOX TO
INVERT OF PIPES
RAIN GARDEN TYPICAL SECTION
N.T.S.
RAIN GARDEN DETAIL
RAIN GARDEN PLAN VIEW
CLEANOUT
(TOP TO BE 6" ABOVE
MAXIMUM PONDING
ELEVATION, AT 100
FEET MAX. HORIZ.
SPACING)
USE VANDAL -PROOF
LOCKING CAP
DOUBLE -HAMMERED
HARDWOOD MULCH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
PERMIT SUBMITTAL
No. Date Description
Title:
LANDSCAPE DETAILS
Project number: L20027 Sheet #:
Issued Date: 07.29.2020
NTS
Drawn by: TM L3.01
Approved by: EMB
SECTION

GENERAL
CONCRETE I REINFORCING STEEL
ADHESIVE AND MECHANICAL POST -INSTALLED ANCHORS
1. THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.
2. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT
INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. ALL APPLICABLE SAFETY REGULATIONS TO BE
FOLLOWED STRICTLY.
3. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. APPLICATIONS OF CONSTRUCTION LOADS TO THE
PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO INCLUDED IN THE DESIGN OF SHORING, BRACING,
FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR CONSTRUCTION OF THE STRUCTURE. DURING ERECTION AND UNTIL ALL
PERMANENT CONNECTIONS ARE MADE, THE CONTRACTOR MUST PROVIDE TEMPORARY BRACING FOR THE STRUCTURE IN ALL DIRECTIONS.
4. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND GRADE CONDITIONS (BOTH NEW AND EXISTING), REPORTING ANY DISCREPANCIES
TO THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF THE WORK.
5. THE CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR
TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS.
6. DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL REQUEST, FROM THE ARCHITECT, NECESSARY DIMENSIONS NOT SHOWN ON
THE DRAWINGS.
7. IF ANY BIDDER IS IN DOUBT AS TO THE INTENT OF THE PLANS OR SPECIFICATIONS, THEY SHALL REQUEST AN INTERPRETATION FROM THE ARCHITECT
IN WRITING AT LEAST TEN (10) DAYS PRIOR TO THE SCHEDULED BID DATE.
8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS AS THEY SHALL BE PROVIDED FOR WHETHER SHOWN ON THESE
DRAWINGS OR NOT. GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB -CONTRACTORS PRIOR TO
CONSTRUCTION.
9. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, FLOOR SLOPES, AND THE LOCATION OF DEPRESSED FLOOR AREAS.
10. WHERE A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS OCCURS THE MORE STRINGENT REQUIREMENT SHALL APPLY.
11. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY
REFERENCED ON THE DRAWINGS.
12. SEVERAL ITEMS NOTED HEREIN AND IN THE SPECIFICATIONS REQUIRE THE CONTRACTOR TO ENGAGE A PROFESSIONAL ENGINEER LICENSED IN THE
STATE IN WHICH THE PROJECT IS LOCATED, TO PROVIDE DESIGN AND/OR DETAILING OF STRUCTURAL ELEMENTS. SEE INDIVIDUAL NOTES AND
SPECIFICATION SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. DELEGATED DESIGN ELEMENTS INCLUDE, BUT ARE NOT LIMITED TO:
PREFABRICATED BUILDINGS WITH FOUNDATIONS
DESIGN CRITERIA
1. APPLICABLE CODES:
2018 NORTH CAROLINA STATE BUILDING CODE (2015 INTERNATIONAL BUILDING CODE WITH REVISIONS)
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE/SEI 7-10)
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14)
BUILDING CODE REQUIREMENTS I SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 5301530.1-13)
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (RISC 360-10)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ANSI/AWC NDS-2015)
NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS (AISI S100-12)
2. LIVE LOADS:
UNIFORM (PSF) CONCENTRATED (LB)
PIERS 100 2,000
ROOF 20 300
3. RISK CATEGORY: II
4. SNOW LOAD:
GROUND SNOW LOAD p9 =10 PSF
IMPORTANCE FACTOR Is = 1.0
SNOW EXPOSURE FACTOR Ce = .7
THERMAL FACTOR Cc = .7
FLAT SNOW ROOF LOAD pr = 10 PSF
5. WIND LOAD:
ULTIMATE DESIGN WIND SPEED Vuic = 110 MPH
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENTS f0.18
BASE SHEAR SEE PRE-ENGINEERED BUILDING DRAWINGS
COMPONENTS AND CLADDING -
ALL BUILDING COMPONENTS AND CLADDING ENGINEERED BY THE COMPONENT MANUFACTURER ARE TO BE DESIGNED BY THE MANUFACTURER'S
ENGINEER FOR WIND LOADS DETERMINED PER THE GOVERNING BUILDING CODE FOR THE BASIC DESIGN WIND VELOCITY AND EXPOSURE
CATEGORY LISTED ABOVE.
6. SEISMIC LOAD:
DESIGN METHOD - EQUIVALENT LATERAL FORCE PROCEDURE
Ss 23.8 %g
S1 10.2 %g
Sps 25.4 %g
SD1 16.3 %g
IMPORTANCE FACTOR Ie = 1.0
SITE CLASS D
SEISMIC DESIGN CATEGORY C
SEISMIC FORCE -RESISTING SYSTEM -
SEE PRE-ENGINEERED BUILDING DRAWINGS
RESPONSE MODIFICATION COEFFICIENT R - SEE PRE-ENGINEERED BUILDING DRAWINGS
DEFLECTION AMPLIFICATION FACTOR Cd - SEE PRE-ENGINEERED BUILDING DRAWINGS
SEISMIC RESPONSE COEFFICIENT Cs -SEE PRE-ENGINEERED BUILDING DRAWINGS
7. BASE SHEAR SEE PRE-ENGINEERED BUILDING DRAWINGS
NONSTRUCTURAL COMPONENT ANCHORAGE -
ALL ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING COMPONENTS ARE TO BE ATTACHED AS REQUIRED BY ASCE/SEI 7 CHAPTER 13,
"SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS". EACH INDIVIDUAL CONTRACTOR RESPONSIBLE FOR THE COMPONENT
MUST PROVIDE PROJECT SPECIFIC DESIGN AND DOCUMENTATION PREPARED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS
LOCATED. CHAPTER 13 DEFINES THE FORCE REQUIRED TO SUPPORT THE COMPONENT FOR THE ANCHORAGE AND BRACING. THE COST OF
PREPARING THIS INFORMATION AND DESIGN SHALL BE INCLUDED IN EACH CONTRACTOR'S BID THAT IS PROVIDING THE COMPONENT.
8. FUTURE LOADS:
UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR FUTURE FLOORS, ROOFS, OR OTHER LOADS.
FOUNDATIONS
1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATION REPORT BY:
STEWART, DATED MAY 7, 2020 (PROJECT #L20027.00)
THE DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF, BASED ON THIS REPORT.
2. FOOTINGS SHALL BE CARRIED TO LOWER ELEVATIONS THAN THOSE SHOWN ON THE DRAWINGS IF REQUIRED BY THE GEOTECHNICAL ENGINEER OR
TESTING LAB TO REACH SOIL CAPABLE OF PROVIDING THE DESIGN ALLOWABLE SOIL BEARING PRESSURE.
3. MINIMUM SUBGRADE PREPARATION REQUIREMENTS ARE AS FOLLOWS:
PREPARE SUBGRADE AND UNDERFLOOR FILL TO A POINT THAT EXTENDS T-0" (MINIMUM) BEYOND THE LIMITS OF THE FOUNDATIONS.
COMPACT ALL FILL UNDER BUILDING TO 98% MAXIMUM DENSITY AS DETERMINED BY ASTM D698.
PLACE IN LAYERS OF 8-1gMAXIMUM) LOOSE THICKNESS.
FIELD COMPACTION SHALL BE VERIFIED WITH AT LEAST ONE TEST PER 2,000 SQUARE FEET PER LAYER, IN ACCORDANCE WITH ASTM D1556 (SAND -CONE
METHOD), ASTM D6938 (NUCLEAR METHODS, SHALLOW DEPTH), ASTM D2167 (RUBBER BALLOON METHOD), AND/OR ASTM D2937 (DRIVE -CYLINDER
METHOD). SEE SPECIFICATIONS FOR OTHER TESTING REQUIREMENTS.
4. WALLS RETAINING SOIL SHALL BE TEMPORARILY BRACED DURING BACKFILLING AND UNTIL ALL SUPPORTING SOIL AND SLABS ARE IN PLACE AND ARE AT
DESIGN STRENGTH UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.
5. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. CONTRACTOR SHALL
SUBMIT DETAILED DRAWINGS OF ALL SUCH CONDITIONS PRIOR TO CONSTRUCTION.
1. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REFERENCED EDITION OF THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE (ACI 318).
2. CONCRETE MIXTURES AS REQUIRED (BASED ON CLASS DESIGNATION):
CLASS A - FOOTINGS, GRADE/TIE BEAMS NWC 3,000 PSI
CLASS B - FOUNDATION WALLS NWC 4,500 PSI
CLASS F - EXTERIOR SLABS ON GRADE, PADS, TOPPINGS NWC 4,500 PSI
CLASS I - EXTERIOR RETAINING WALLS NWC 4,500 PSI
3. REINFORCING:
TYPICAL - ASTM A615, GRADE 60
REINFORCING TO BE WELDED - ASTM A706
DEFORMED BAR ANCHORS - ASTM A496
WELDED WIRE FABRIC - ASTM A1064 (FLAT SHEETS ONLY)
4. GROUT UNDER BASE PLATES TO BE HIGH STRENGTH (5,000 PSI), NON -SHRINK.
5. REFER TO THE DRAWINGS FOR REINFORCING LAP REQUIREMENTS. WHERE LAP SPLICES ARE NOT SHOWN, LAP PER ACI 318 OR CRSI STANDARDS.
6. LAP WELDED WIRE FABRIC SHEETS 8" MINIMUM.
7. CLEAR COVER FROM FACE OF CONCRETE:
CAST IN PLACE CONCRETE (MEASURE TO OUTERMOST REINFORCING) -
CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3"
CONCRETE EXPOSED TO EARTH/WEATHER 2" FOR #6 BARS AND LARGER, 1 1/2" ELSE
CONCRETE NOT EXPOSED TO EARTH/WEATHER 3/4" FOR SLABS AND WALLS, 1 1/2" (TO TIES) FOR BEAMS AND COLUMNS
8. PROVIDE REINFORCING IN SLABS ON GRADE, 1-1/2" FROM TOP OF SLAB:
4" SLABS 6x6-W2.1xW2.1
6" SLABS #3@12"OC EACH WAY
9. WHERE SCHEDULED BARS ARE NOT PRESENT, PROVIDE CONTINUOUS #5 TOP AND BOTTOM BARS TO SUPPORT STIRRUPS AS REQUIRED FOR THE LENGTH
OF THE STIRRUP SPACING IN ALL BEAMS.
10. WALL FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH ADJACENT COLUMN FOOTINGS.
11. PROVIDE VERTICAL DOVETAIL SLOTS AT 24"OC WITH TIES AT 16"OC VERTICALLY IN ALL CONCRETE WALLS BACKING -UP MASONRY VENEER.
12. BAR SUPPORTS FOR CONCRETE EXPOSED TO VIEW SHALL HAVE PLASTIC COATED LEGS OR BE HOT -DIP GALVANIZED AFTER FABRICATION.
13. MECHANICAL AND ELECTRICAL CONDUIT IN SLABS ON GRADE AND ELEVATED SLABS SHALL RUN UNDER TOP LAYER OF SLAB REINFORCING. PROVIDE A
MINIMUM OF 1-1/2" CLEAR BETWEEN CONDUITS AND BETWEEN REINFORCING AND ADJACENT CONDUITS PARALLEL TO REINFORCING. IF MAXIMUM SIZE
OF CONDUIT EXCEEDS ONE THIRD OF THE SLAB DEPTH, ADDITIONAL FRAMING OR REINFORCING MAY BE NECESSARY AT ENGINEER'S DISCRETION.
14. MECHANICAL AND ELECTRICAL CONDUIT IN ELEVATED SLABS ON METAL DECK IS NOT ALLOWED UNLESS SPECIFICALLY REVIEWED AND APPROVED BY
THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT.
15. HEADED CONCRETE ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A108, GRADES 1010, 1015, 1017, OR 1020. STUDS SHALL BE
AUTOMATICALLY END WELDED IN THE SHOP OR FIELD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
16. EMBED PLATES MUST BE SET IN THE FORM BEFORE POURING CONCRETE, NOT PLACED INTO TOP OF WET CONCRETE. THE CONTRACTOR SHALL CONTACT
THE ARCHITECT FOR CORRECTIVE DETAILS FOR ANY EMBED PLATES LEFT OUT OF CONCRETE POURS.
17. FOR SLABS ON GRADE, SLAB AND FOOTING REINFORCING SHALL BE HELD IN PLACE BY BAR SUPPORTS WITH SAND PLATES, OR PRECAST CONCRETE BAR
SUPPORTS AS DESCRIBED IN CHAPTER 3 OF THE CRSI MANUAL OF STANDARD PRACTICE. BAR SUPPORTS SHALL BE SPACED AT A MAXIMUM OF 4'-0110C
BOTH WAYS. ROCKS, CMU, OR CLAY BRICK WILL NOT BE USED AS SUPPORTS.
18. THE CONTRACTOR SHALL ASSUME CONCRETE OVERAGES IN ELEVATED DECK POURS DUE TO MEMBER AND DECK DEFLECTIONS. UNLESS SHOWN ON
PLANS, BEAMS ARE NOT CAMBERED. CONCRETE OVERAGES MAY BE CALCULATED BY THE CONTRACTOR FOR BEAM DEFLECTIONS EQUALING L/300
INCLUDING ADDITIONAL DEFLECTIONS DUE TO PONDING AND DECK DEFLECTIONS PER SDI.
19. REBAR SHALL NOT BE HEATED WITH A TORCH IN THE FIELD.
20. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER FAR ENOUGH IN ADVANCE (48 HOURS) OF EACH CONCRETE POUR TO ALLOW AMPLE TIME TO
CHECK THE LAYOUT OF THE STEEL BEFORE THE BEGINNING OF THE ACTUAL POUR, BUT NOT PRIOR TO 90% OF THE STEEL HAVING BEEN PLACED.
CONCRETE CONSTRUCTION JOINTS
1. CONTRACTOR SHALL PROVIDE NECESSARY CONSTRUCTION JOINTS IN MONOLITHIC CONCRETE POURS SO THAT THE QUALITY OF PLACEMENT AND FINISH
MEETS THE REQUIREMENTS OF PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT A PLAN SHOWING THE LOCATION OF ALL CONSTRUCTION
JOINTS TO THE STRUCTURAL ENGINEER FOR APPROVAL.
2. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL VERTICAL CONSTRUCTION JOINTS IN SLABS AND BEAMS SHALL BE
MADE WITH BULKHEADS. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE AS SPECIFIED BY THE STRUCTURAL ENGINEER. SEE TYPICAL
CONSTRUCTION JOINT DETAILS.
STRUCTURAL STEEL
1. DESIGN, FABRICATION, AND ERECTION SHALL BE PER THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (RISC 360).
2. STRUCTURAL STEEL:
WIDE FLANGE SHAPES (W SECTIONS) - ASTM A992, GRADE 50 (FY=50 KSI)
CHANNELS, ANGLES, RODS, AND BARS - A36 (FY=36 KSI)
PLATES - ASTM A572, GRADE 50 (FY=50 KSI) OR ASTM A36 (FY=36 KSI)
SQUARE AND RECTANGULAR TUBES - ASTM A500, GRADE B (FY=46 KSI)
PIPES - ASTM A53, GRADE B (FY=35 KSI)
3. ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO ASTM F1554, GRADE 36, LINO.
4. BEAM SIMPLE SHEAR AND BRACED FRAME CONNECTIONS NOT DETAILED ON STRUCTURAL DRAWINGS SHALL BE DESIGNED BY A PROFESSIONAL
ENGINEER RETAINED BY THE STEEL SUPPLIER AND REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. CONNECTIONS SHALL BE MADE
WITH ASTM A325 3/4" 0 BOLTS (MINIMUM), TIGHTENED TO A SNUG -TIGHT CONDITION PER AISC REQUIREMENTS.
5. THE CONNECTIONS FOR NON -COMPOSITE BEAMS SHALL BE DESIGNED FOR REACTIONS SHOWN ON DRAWINGS OR FOR REACTIONS DETERMINED BY
USING THE MAXIMUM TOTAL UNIFORM LOAD TABULATED IN PART 3 OF THE AISC STEEL CONSTRUCTION MANUAL FOR THE SECTION, SPAN AND
STRENGTH OF STEEL SPECIFIED.
6. THE CONNECTIONS FOR COMPOSITE BEAMS SHALL BE DESIGNED FOR REACTIONS SHOWN ON DRAWINGS OR AS DICTATED BY THE TYPICAL COMPOSITE
SLAB DETAIL.
7. THE CONNECTION ENGINEER SHALL SUBMIT A SIGNED AND SEALED LETTER STATING THEY HAVE REVIEWED THE STEEL SHOP DRAWINGS AND THE
CONNECTIONS ARE CONSISTENT WITH THEIR CALCULATIONS AND INTENT.
8. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULL LENGTH FILLET WELDS BOTH SIDES OF MEMBER. WELD SIZES SHALL
BE AS FOLLOWS UNLESS NOTED OTHERWISE:
MEMBER THICKNESS WELD SIZE
3/ 16" - 5/ 16" 3/ 16"
3/8" - 7/16" 1/4"
1/2" 5/16"
9/16" 3/8"
5/8" 7/16"
9. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE
MADE. ANY MEMBER HAVING A SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED.
10. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. USE E70 SERIES ELECTRODES FOR ALL STRUCTURAL STEEL WELDS.
11. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIRED TO BE HOT -DIP GALVANIZED AFTER FABRICATION.
12. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING, NAILERS, CLIPS AND TIES IN ACCORDANCE WITH ARCHITECTURAL/STRUCTURAL
DETAILS.
13. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PROVIDED FOR ALL WELDS CALLED FOR ON THE STRUCTURAL DRAWINGS OR SHOP
DRAWINGS AS FULL PENETRATION WELDS.
14. ALL STEEL EXPOSED TO VIEW SHALL BE CLASSIFIED AS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) AS DEFINED BY THE AISC CODE OF
STANDARD PRACTICE AND SHALL BE TREATED AS SUCH.
PREFABRICATED BUILDING/PICNIC SHELTER
1. DESIGN, FABRICATION, AND ERECTION SHALL BE PER THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (RISC 360). DESIGN AND CONSTRUCTION
OF THE PREFABRICATED METAL BUILDING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
2. DESIGN CRITERIA:
MAXIMUM HORIZONTAL DRIFT - H/180 (H = MEAN HEIGHT OF STRUCTURE)
MINIMUM COLLATERAL LOAD - 10 PSF PLUS ROOFTOP MECHANICAL UNITS, HANGING EQUIPMENT, STAGE CURTAINS, BASKETBALL GOALS, ETC.
3. A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED SHALL BE RESPONSIBLE FOR THE DESIGN OF
THE PREFABRICATED METAL BUILDING MEMBERS AND THEIR CONNECTIONS. THIS WORK SHALL ALSO INCLUDE ALL MEMBERS AND BRACES REQUIRED TO
BRACE EXTERIOR WALLS.
4. ALL SHOP DRAWINGS SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED AND
SHALL BE SUBMITTED FOR RECORD PURPOSES UPON REQUEST.
5. ALL ANCHOR BOLTS SHALL BE DESIGNED BY THE METAL BUILDING SUPPLIER AND SUPPLIED BY THE CONTRACTOR. ALL ANCHOR BOLTS SHALL CONFORM
TO ASTM F1554, GRADE 36 AS A MINIMUM. SUBMIT SHOP DRAWINGS FOR ALL ANCHOR BOLTS INDICATING THE REACTIONS IMPOSED ON THE
FOUNDATION.
6. FOUNDATION DESIGN SHALL BE INCLUDED IN THE SHOP DRAWINGS SIGNED AND SEALED BY REGISTERED PROFESSIONAL ENGINEER.
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED
CONCRETE WITH ADHESIVE OR MECHANICAL POST -INSTALLED ANCHOR ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE
ENGINEER.
2. PRE -APPROVED MANUFACTURERS ARE HILTI, SIMPSON STRONG -TIE, AND DEWALT. WHERE DETAILS INDICATE SPECIFIC ADHESIVE OR MECHANICAL
POST -INSTALLED ANCHORS, IT IS ACCEPTABLE AT THE CONTRACTOR'S OPTION TO SUBMIT AN ALTERNATE SIMILAR PRODUCT PROVIDED BY A DIFFERENT
MANUFACTURER AS LONG AS THE MANUFACTURER'S DATA PROVIDES EQUIVALENT LOAD CAPACITY TO THE ANCHOR SPECIFIED.
3. MANUFACTURER'S DATA FOR ALL ADHESIVE AND MECHANICAL POST -INSTALLED ANCHORS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL
PRIOR TO INSTALLATION. SUBMITTALS FOR ADHESIVE ANCHOR PRODUCTS SHALL INCLUDE ICC-ES EVALUATION REPORTS. STRICTLY FOLLOW THE
MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE
SAFETY LAWS.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF ADHESIVE. HOLES SHALL BE FREE OF ALL
DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL.
6. CONTRACTOR PERFORMING ADHESIVE WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE ADHESIVE MATERIALS,
AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF ADHESIVE RELATED WORK REQUIRED IN THIS PROJECT. A
CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE
PROPOSAL TO DO THE WORK.
7. WHERE ADHESIVE ANCHORS ARE TO BE INSTALLED IN HOLLOW MATERIAL WITH UNKNOWN CAPACITY, THE CONTRACTOR SHALL INSTALL THE ANCHOR IN
STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
8. THE ADHESIVE SHALL BE INSTALLED IN THE HOLLOW BASE MATERIAL USING SCREEN TUBES SUPPLIED BY THE MANUFACTURER. THE ADHESIVE SHALL BE
CAPABLE OF SUSTAINING MINIMUM TENSION AND SHEAR LOAD CAPACITIES NOTED ON THE DRAWINGS MULTIPLIED BY A FACTOR OF SAFETY OF 4. ALL
HARDWARE AND MATERIAL SHALL BE SUPPLIED BY THE ANCHOR MANUFACTURER.
REPRODUCTION
1. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER
IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREIN AS CORRECT, AND OBLIGATES
HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE ON.
ABBREVIATIONS
@
AT
HD
HEADED
&
AND
HI
HIGH
0
DIAMETER
HORIZ
HORIZONTAL
AB
ANCHOR BOLTS
HSS
HOLLOW STRUCTURAL SECTION
ACI
AMERICAN CONCRETE INSTITUTE
INT
INTERIOR
ADDL
ADDITIONAL
IT
JOINT
ADH
ADHESIVE
K
KIP(S)
AFF
ABOVE FINISHED FLOOR
KB
KNEE BRACE
AISC
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
KSI
KIPS PER SQUARE INCH
AISI
AMERICAN IRON AND STEEL INSTITUTE
LB
LONG BAR
ALT
ALTERNATE
LBS
POUNDS
ARCH
ARCHITECT'S / ARCHITECTURAL
LLH
LONG LEG HORIZONTAL
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
LLV
LONG LEG VERTICAL
AWS
AMERICAN WELDING SOCIETY
LO
LOW
B/ or BOT
BOTTOM
LOC
LOCATION
BCX
BOTTOM CHORD EXTENSION
LSH
LONG SIDE HORIZONTAL
BFB
BOTTOM FLANGE BRACE
LSV
LONG SIDE VERTICAL
BFF
BELOW FINISHED FLOOR
LWC
LIGHT WEIGHT CONCRETE
BLDG
BUILDING
MAX
MAXIMUM
BM
BEAM
MC
MOMENT CONNECTION
BOS
BOTTOM OF STEEL
MCI
MASONRY CONTROL JOINT
BRG
BEARING
MECH
MECHANICAL
BTWN
BETWEEN
MFR
MANUFACTURER
CANT
CANTILEVER
MID
MIDDLE
CJ
CONTROL JOINT
MIN
MINIMUM
CL
CENTERLINE
MISC
MISCELLANEOUS
CLR
CLEAR
MOW
MIDDLE OF WALL
CMU
CONCRETE MASONRY UNIT
MP
MASONRY PILASTER
COL
COLUMN
No or #
NUMBER
CONC
CONCRETE
NS
NEAR SIDE
CONN
CONNECTION
NTS
NOT TO SCALE
CONST IT
CONSTRUCTION JOINT
NWC
NORMAL WEIGHT CONCRETE
CONT
CONTINUOUS
OC
ON CENTER
CONTR
CONTRACTOR
OPNG
OPENING
COORD
COORDINATE
OPP
OPPOSITE HAND
CTRD
CENTERED
PAF
POWDER ACTUATED FASTENER
d
NAILS (PENNY)
PED
PEDESTAL
DBA
DEFORMED BAR ANCHOR
PL
PLATE
DEFL
DEFLECTION
PSF
POUNDS PER SQUARE FOOT
DEPR
DEPRESSION / DEPRESSED
PSI
POUNDS PER SQUARE INCH
DET
DETAIL
PT
PRESSURE TREATED
DIAG
DIAGONAL
P-T
POST -TENSIONED
DIM
DIMENSION
REF
REFERENCE
DIST
DISTANCE
REINF
REINFORCING
DWG(S)
DRAWING(S)
REQD
REQUIRED
DWL(S)
DOWEL(S)
SB
SHORT BAR
EA
EACH
SCHD
SCHEDULE
EE
EACH END
SIM
SIMILAR
EF
EACH FACE
SOG
SLAB ON GRADE
EJ
EXPANSION JOINT
SPEC(S)
SPECIFICATION(S)
ELEV
ELEVATION
SQ
SQUARE
EMBED
EMBEDDED/EMBEDMENT
STD
STANDARD
ENGR
ENGINEER
STIFF
STIFFENER
EOD
EDGE OF DECK
STIRR
STIRRUP(S)
EOS
EDGE OF SLAB
STL
STEEL
EQ
EQUAL
STR
STRUCTURAL
EQUIP
EQUIPMENT
T/
TOP
EW
EACH WAY
TCX
TOP CHORD EXTENSION
EXIST
EXISTING
TOC
TOP CHORD CONCRETE
EXP
EXPANSION
TOF
TOP OF FOOTING
EXT
EXTERIOR
TOS
TOP OF STEEL
FDN
FOUNDATION
TOW
TOP OF WALL
FFE
FINISHED FLOOR ELEVATION
TYP
TYPICAL
FOM
FACE OF MASONRY
LINO
UNLESS NOTED OTHERWISE
FOW
FACE OF WALL
VERT
VERTICAL
FS
FAR SIDE
VIF
VERIFY IN FIELD
FTG
FOOTING
W/
WITH
GA
GAUGE
WWF
WELDED WIRE FABRIC
GALV
GALVANIZED
WP
WORK POINT
STEWART
101 N. TRYON SUITE 1400 FIRM LICENSE #C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
,
�®
ENERGY
DUKE ENERGY
PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH
STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLANDS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
SCALE
Seal:
SCALE
Project:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
CAlgp
'd
= .4
.Q AL
41315 -
IN
++ � A
07/2-7/202-0
1" = 1'-0"
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
NO DATE DESCRIPTION
Title:
GENERAL NOTES,
ABBREVIATIONS, AND
SYMBOL LEGEND
Project number: L20027
Sheet #:
Issued Date: 07.27.2020
Drawn by: TDM
SO.01
Approved by: TAA

1!22
STEWART
101 N. TRYON SUITE 1400 FIRM LICENSE #C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
PICNIC TABLE AREA,
RPM P a�
PIER
TYP, SEE CIVIL
Client:
2 I
ABUTMENT
DUKE
ENEK%*..7 10
RETAINING WALL
SCN
DUKE ENERGYPROJECT
J
MAX RETAINING
MANAGER: JAY McMULLEN
— — —
HEIGHT 10'-0"
a
526 S. CHURCH STREET, CHARLOTTE, NC 28202
WITH FENCE
[phone]
PRE-ENGINEERED
PICNIC SHELTER, GRILLS
�P
PRE-ENGINEERED RESTROOM
FACILITY
Consultants:
.. �'
WITH CONCRETE PAD
I
RETAINING WALL ®�
I
MAX RETAINING _
RETAINING WALL
N
WETLANDS
HEIGHT 6-0"
WITH FENCE
MAX RETAINING
\
& WATER S
TOP OF DECKING CONCRETE
+572.00 ABUTMENT
7
\�
HEIGHT 2'-0"
\
/
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
��
7
•
v
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
S3.02
PICNIC TABLE AREA,
TYP, SEE CIVIL
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Key map:
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CONCRETE
SEE 9/S3.00
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LAKE
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PRE-ENGINEERED CHANGING STRUCTURE
COORDINATE SLAB FOR POST LOCATIONS
\
\
/
WYLIE W.B
z
FISHING PIER PLAN
AND ANCHORS
SITE
S1.00
1" = 20'-0"
NOTES:
1. SEE 1/S3.01 FOR PIER FRAMING AND PLAN.
STEPS
SEE C9.01
j
OT TO SCALE
2. FULL POND ELEVATION +570.00.°
PICNIC TABLE
\
Seal:
STEPS AREA TYP, SEE CIVIL � /
SEE C9.01
a 0 .d
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COMPOSITE STEPS
PRE-ENGINEERED
PICNIC SHELTER, GRILLS
p
Project:
SEE CIVIL
WITH CONCRETE PAD
SOUTH POINT
PRE-ENGINEERED
-`�
BATHROOM FACILITY
ACCESS AREA
CONCRETE ABUTMENT
PICNIC AREA
4 .5 s a
UPGRADES
0
1
a
S3.02
.�
b
Issued for:
TRAIL ELEVATION
+579.5
q
NO DATE DESCRIPTION
TOP OF DECKING WOOD STRINGERS WITH
+572.00 DECKING ON TOP OF PIER
PICNIC TABLE AREAS
SEE CIVIL
°.x
3
FISHING PIER PLAN
Title:
S1.00 1" = 20'-0"
NOTES:
1. SEE 1/S3.01 FOR PIER FRAMING AND PLAN.
2. FULL POND ELEVATION +570.00.
p
3. PROVIDE (4) PT WOOD STRINGERS FPR STEPS. PRE-ENGINEERED
OVERALL SITE PLAN
4. HANDRAIL TO ATTACH TO OUTSIDE STRINGER AT STEPS
i OVERALL SITE PLAN
S1.00 1" = 60'-0"
Project number: L20027 Sheet #:
Issued Date: 07.27.2020
Drawn by: TDM S1.00
Approved by: TAA

CONT 1 1/2"x2 1/2" SAWED 1/4" WIDE x t/4
15mi1 POLYETHYLENE 15mi1 POLYETHYLENE FORMED KEYED JOINT DEEP JOINT, SEE NOTE 4
VAPOR BARRIER - VAPOR BARRIER 15mil POLYETHYLENE
SLAB REINF, SEE SLAB REINF, SEE VAPOR BARRIER
U U
RAILING, IF GENERAL NOTES '� GENERAL NOTES; '�
REQUIRED SLAB ON GRADE, TERMINATE A 4 SLAB REINF, SEE
#4@8"OC EA WAY SEE PLAN x 'g^ x KEYED JOIN °; x' GENERAL NOTES °; x
18" GROUT POCKETSTEWART
SECTION A -A #5 DOWELS 24" FOR RAILING A �� °
@18 OC ATTACHMENT 1 1 1 1 1 1-1 1 11 1 1II 1 i 101 N. TRYON SUITE 1400 FIRM LICENSE #C-1051
#5@18"OC SEE ARCH FOR TREAD AND �I I I11 =xi
T 704.3304.7925 C 28202 PROJECT #:www.stewartIL2oo27
00 ° '� RISER DIMENSIONS COMPACTED #57 COMPACTED #57 COMPACTED #57
° • STONE STONE STONE
.. .=° .,..--. - -.-• - = - .- -•: Client:
00 ° a - 4 ° • °: a #3 NOSING BAR, TYP
#5 DOWELS - �i o„ p TYPICAL CONSTRUCTION CONSTRUCTION JOINT SAWED CONTROL JOINT
<p III_ III III - @18"OC (2)#4 CONT - DUKE
AT POUR BREAK
° PAVING, SEE
FINISH GRADE, III - FINISH GRADE, : CIVIL
SEE CIVIL SEE CIVIL 1 TYPICAL SLAB ON GRADE ENEK%*..7Y0
#4@8"OC EA WAY • ' -
83.00 1" = 1'-0" DUKE ENERGY
_ _ •" - „ NOTES: PROJECT MANAGER: JAY McMULLEN
III— I I A ° Q 1. 't' DENOTES SLAB THICKNESS, SEE PLANS. 526 S. CHURCH STREET, CHARLOTTE, NC 28202
o- 2. LOCATION OF SLAB ON GRADE CONSTRUCTION JOINTS SHALL BE DETERMINED [phone]
BY THE CONTRACTOR. JOINT LOCATIONS SHALL BE SUBMITTED TO THE
TOF III _• _ .. .e
SEE PLAN (2)#5 ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
Consultants:
8 3. SEE PLANS FOR LOCATION OF CONTROL JOINTS. WHERE NOT SHOWN ON PLAN,
Cp :a. _. - a CONT, TYP o (2)#4 CONT
-' CONTACT THE ENGINEER.
4. SAW CUT CONTROL JOINTS WITHIN 8 HOURS OF SLAB POUR.
K'9 TYPICAL STEPS WITH CONCRETE WALLS 5. ALL SILL PLATES IN CONTACT WITH CONCRETE, MASONRY, OR STEEL SHALL BE WETLANDS
„ _ PRESSURE -TREATED. ANCHOR INTERIOR WALL SILL PLATES TO SLAB WITH
� I 8 5 #4@24"OC, TYP 5 S3.00 3/4" = 1'-0" & WATERS
(1)0.145"0 x2 7/8" HILTI X-CP FASTENER (OR EQUAL) @24"OC, MAXIMUM LINO.
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
3/4" CHAMFER EA SIDE SEALANT IF REQUIRED Hx2 328 EAST BROAD STREET, SUITE D
STEP BARS, SIZE STAT 3-4239 ' NC 28677
BY WATERPROOFING, AND SPACING TO MIN
BREAK 50% OF ALL SEE ARCH 1" 2" 1" SEALANT IF REQUIRED MATCH FTG REINF
HORIZ REINF AT FOAM BY WATERPROOFING, TOF
JOINT LOCATION; SEE ARCH SEE PLAN = °
STOP BARS 3" FROM U) ° ° .a ° - z Key map:
EA SIDE OF JOINT ° o• z ° ° ° Q Q
LU
W O
BOND o� n u' LU N
BREAKER w a = CKSON Wr
Ln
#5@12 x
2'-8" LONG
SEALANT SEALANT — -
. o ° %e a° ° LAKE
i— - _ WYLIE W.B
3/4" CHAMFER EA SIDE 3/4" CHAMFER CONT FTG REINF,.
EA SIDE SEE SECTIONS '` TOF SITE
—I ° — -°p_ SEE PLAN
CONTROL JOINT (CJ) EXPANSION JOINT (EJ)1� _ : �- : ° a 8.
°� • ° < z
(CONSTRUCTION JOINT SIMILAR)
(SPACE CONTROL JOINTS @ 25'-0"OC) LAP BARS 24" ° °< B ° _ ` ° ; w NORTH
6 TYPICAL STEP IN WALL FOOTING 1 1 ° 8 a° LU OT TO SCALE
W
• u' Seal:
S3.00 3/4" = V-0" ;I I I i'° _-a PRELIMINARY - DO NOT
SEALANT IF REQUIRED USE FOR CONSTRUCTION
BY WATERPROOFING, SEALANT IF REQUIRED H CONT FTG REINF, ,s�'+"�'�!!!�
SEE ARCH
1 2" 1 BY WATERPROOFING, 1" 2" 1" �� f,
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FOAM
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BREAKER - �-° - � ° - - ° a W FOOTING COORDINATE ��F"'''R�
BOND - fa. -d°•: • o� LOCATIONS WITH PLAN 07/27/202-0
BREAKER W
SEALANT
3/4" CHAMFER SEALANT
F 1'-0" x _
EA SIDE 3/4" CHAMFER z
EA SIDE 3/4" CHAMFER, TYP A
EXPANSION JOINT AT EXPANSION JOINT AT TOW
INSIDE CORNER OUTSIDE CORNER _ SEE CIVIL
-:° I I1 11=1 I 1 11 11=1 11=
`- ° Y I 1 11 I I IIII 1 11 I II
I1 — III —III —III— SCALE: As indicated
PROVIDE 1 1/2" 0 WEEPS
@8'-0"OC IF FDN DRAIN
IS NOT PROVIDED Project:
NOTES: PAVING SEE CIVIL —III ii ii = CONT 2x4 KEYWAY
is
1. FOAM JOINT FILLER TO BE CLOSED CELL NEOPRENE FOAM. a II II o J SOUTH POINT
2. SEALANT TO BE TREMCO DYMERIC OR EQUAL. • 3. SUBMIT SUBMIT SAMPLES OF JOINT FILLER & SEALANT FOR APPROVAL. °_ —III b ' = 21-0" WIDE GRANULAR ACCESS AREA
4. CHAMFER ALL CORNERS AND EDGES OF EXPOSED FACE OF WALL. III— ` FILL W/ FILTER CLOTH
5. DO NOT INSTALL CONTROL JOINTS IN CONCRETE SHEAR WALLS, STAIR OR o = OR DRAINAGE BOARD
ELEVATOR TOWERS OR WITHIN 10'-0" OF A CORNER. z -
=I FDN DRAIN, SEE CIVIL UPGRADES
CD
I�II�I ' IIIIIIII III
10 TYPICAL JOINTS IN CONCRETE WALLS
S3.00 3/4" = 1'-0" = • ° - °- °'-°- ° - � Issued for:
EN]
as W
E B C
NO DATE DESCRIPTION
F A C
B
MAX
DIMENSIONS
REINFORCEMENT
HEIGHT
llHll
A
B
C
D
E
F
a
a
o
0
0
0
2'-0"
0'-8"
2'-0"
0'-8"
1'-8"
1'-0"
8"
#4@12"OC
#4@12"OC
#4@12"OC
#4@12"OC
(3)#4
(2)#4
4'-0"
1'-0"
4'-0"
2'-4"
V-8"
1'-0"
8"
#4@12"OC
#4@12"OC
#4@12"OC
#4@12"OC
(5)#4
(2)#4
6'-0"
1'-0"
5'-0"
3'-4"
2'-0"
1'-0"
8"
#5@12"OC
#5@12"OC
#4@12"OC
#4@12"OC
(6)#4
(2)#4
8'-0"
1'-3"
7'-6"
5'-10"
2'-6"
1'-4"
12"
#6@8"OC
#6@8"OC
#5@12"OC
#5@12"OC
(8)#5
(3)#4
10'-0"
4'-6"
8'-0"
2'-6"
2'-6"
1'-6"
12"
#6@8"OC
#6@8"OC
#6@8"OC
#5@12"OC
(9)#5
(9)#5
12'-0"
5-6"
9'-0"
2'-2"
2'-6"
2'-0"
16"
#7@12"OC
#7@12"OC
#7@12"OC
#5@12"OC
1 (10)#6
(10)#6
Title:
STRUCTURAL
SECTIONS AND
DETAILS
Project number: L20027 Sheet #:
CONCRETE RETAINING WALL SCHEDULE Issued Date: 07.27.2020
S3.00 3/4" = V-0" Drawn by: TDM S3.00
NOTES: Approved by: TAA
1. SEE DETAIL 10/S3.00 FOR DETAIL OF CONCRETE WALL JOINTS.
2. WALLS 12" THICK OR GREATER REQUIRE (2) TWO LAYERS OF EACH. VERTICAL AND HORIZ TO MATCH A&D.

1 3' -4"
12'-2 1/2"
6 3/4" 3/4"
It POST 6-1 1/4" 9 It POST
S3.02
EQ EQ 6x6 POST, TYP
STEWART
V\_I k2x6 T I
in
101 N. TRYON SUITE 1400 FIRM LICENSE #C-1051
2x6 BAND, TYP 6x6 x6 I CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
r, �� IPT4x6 @16"OCI 1 1 1 1
III c� I 1 Client:
10 DUKE
S3.02
di II SEAT BENCH
SEE CIVIL DWGS I I I di
1 ENEK%*..7 Y0
I =
DO NOT EXTEND WALL PAST EQ (LESS THAN 10'-0") EQ (LESS THAN 10'-0") EQ (LESS THAN 10'-0") EQ (LESS THAN 10'-0") EQ (LESS THAN 10'-0") EQ (LESS THAN 10'-0") 1'-6 1 o 1 1 1 ^ DUKE ENERGY
WHERE PIER ABUTS TRAIL. 6x6 PROJECT MANAGER: JAY McMULLEN
526 S. CHURCH STREET, CHARLOTTE, NC 28202
6x6 [phone]
PC 46 AT EA -
RAIL, TYP - Consultants
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2x6 BAND
2x6 BAND
2x6 BAND
x6 BAND
2x6 BAND
2x6 BAND
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16x6 I I
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WETLANDS &WATERS, INC.
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CHRIS HUYSMANItl_
S328 EAST UITE D
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2x6Li
,28677T,
STATESVILLEN
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BAN D,
704-773-4239
2x6 BAND
2x6 BAND
=
2x6 BAND
2x6 BAND
2x6 BAND
2x6 BAND
`0 6x6 I I 1
6x6 1 I 1
TYP
M
11 PT 4x6 RAIL POST, 10" TIMBER PILE (TYP
SEE OVERALL AND PARTIAL 1,S1.02 TYP BTWN PILES
PLANS ON S1.00 FOR PT 6x6 RAIL POST, 6x6 6x6 I Key map:
ABUTMENT DETAILS TYP @ PILES -
2x6 BAND, TYP I I I I 85
PC 4x6 AT EA RAIL, TYP
CKSON WY
i PIER FRAMING PLAN
S3.01 1/4" = V-0" SEAT BENCH
NO PT X-BRACE SHALL RUN FROM GRADE TO UNDERSIDE OF BEAMS. SEE ELEV, S 9/S3.02, IPT 4x6 @16"OC 1 I I LAKE
2. PILES SHALL BE ROUND 10"0 SOUTHERN YELLOW PINE TIMBER PILES, CHOSEN FOR BUTT DIAMETER, GRADE ASTM D 25 & I 1 WYLIE W.B
TREATED FOR FRESHWATER USE STANDARDS; 0.80 CCA, AWPA C3. DRIVE PILES TO MINIMUM 5 TON CAPACITY AND 12'
MINIMUM EMBEDMENT BELOW GRADE INTO FIRM RESIDIUM. PILE LENGTHS SHOULD INCLUDE AN ADDITIONAL 5' TO 6x6 6x6 SITE
ACCOUNT FOR POSSIBLE VARIABILITY IN THE THICKNESS OF LOOSE LAKE INCLUDE AND ADDITIONAL 5' TO ACCOUNT FOR
POSSIBLE VARIABILITY IN THE THICKNESS OF LOOSE LAKE BOTTOM SEDIMENTS. SEE SPECIFICATION SECTION 316219 - 2x6
TIMBER PILES FOR ADDITIONAL INFORMATION.
3. SEE CIVIL DRAWINGS FOR QUANTITY AND LOCATION OF PIER. I
NORTH
4. ALL DECKING TO BE 2x6 ACT COMPOSITE TIMBERS (BROWN) OR APPROVED EQUAL. DECKING TO RUN PERPENDICULAR TO OT TO SCALE
JOIST FRAMING. ALL HOLES TO BE PRE -DRILLED FOR ATTACHMENT.
5. CONTRACTOR PROVIDE STAINLESS STEEL SIMPSON (OR APPROVED EQUAL) Seal:
6. HANGERS AS FOLLOWS: PRELIMINARY - DO NOT
HUC46 FOR BEAMS USE FOR CONSTRUCTION
PC46 FOR CAP CONNECTIONS.
BC60 FOR BASE CONNECTIONS •.•`kA CAq
• I
AL _
041315
sr,Q ; 0..
3"0 ROCK PILES TO
INDICATES 2x6 SECURED TO X-BRACE PROMOTE FISH HABITAT I�'`'A;,,�''•�
(LOWER HALF) TO CREATE FISH 07/27/202-0
HABITAT SHELTER AREA. PROVIDE 2"
GAP BETWEEN BOARDS
O O O
INDICATES 4x6 X-
BRACING, TYP. SEE X/SXX.
NOTE #1 FOR INFO
O O O
O O O O O SCALE: As indicated
a O O O O O Project:
O O O SOUTH POINT
ACCESS AREA
UPGRADES
O O O
3 PIER X-BRACE PLAN
Issued for:
NO DATE DESCRIPTION
Title:
WOOD PIER FRAMING
PLANS
Project number: L20027 Sheet #:
Issued Date: 07.27.2020
Drawn by: Author S3.01
Approved by: Approver

2x8 COMPOSITE POST CAP. ALL
PROVIDE 2x6 COMPOSITE BLOCKING FOR HANDICAP HANDRAIL & EDGES & CORNERS ARE TO BE
6x6 HANDRAIL POST (TYP) PROVIDE 2x6 COMPOSITE BLOCKING
W/ANGLE FOR ATTACHMENT OF TOP SLANTED W/ANGLE FOR ATTACHMENT OF TOP SHELF DETAILS, SEE DETAIL ROUNDED (TYP WHERE INDICATED)
RAIL- SCREW TO 6x6 CORNER POSTS SLANTED RAIL -NAIL TO 6x6 3/S3.02
2x4 COMPOSITE MID RAIL SHELF SUPPORT CORNER POSTS (TYP) ENDS, BACKSIDE AND WALKWAY
2x4 COMPOSITE TOE BOARD � 1 16/S3.02
2x6 (TYP BOTH ENDS) 1 - 2x6 COMPOSITE MID RAIL (TYP) BOTH
-4
ENDS, BACKSIDE AND WALKWAY 1
0
`V TOP OF DECKING 2x8 COMPOSITE TOP RAIL (TYP) BOTH
E T
WOOD STAIRS SEE ARCH CH N. OTTE, SUITE 1400 FIRM LICENSE #nc.co
_ SEE CIVIL � CHARLOTTE, NC 28202 www.stewartinc.com
EN]
ST WAR
o GRADE T 704.334.7925 PROJECT #: L20027
WATERLINE N SEE 15/SS3.02 FOR TYP FOR BEAM TO PILE 4x6 JOIST (TYP) 2x4 COMPOSITE TOE BOARD TYP BOTH -77 =
FULL POND ELEV JOIST TO BEAM CONN CONNECTION & BRACE TO ENDS FRONTSIDE AND BACKSIDE —III— a b : Client:
+570.00 PILE CONNECTION, SEE 2x6 JOIST CAP (NAIL TO POSTS AND -� - -
DETAIL 11/S3.02 6x6 BEAM (TYP) ENDS OF JOISTS, TYP BOTH ENDS)DU KE
2x6 SECURED TO 4x6 BRACE TO " ' °;
ENEK%.7Y0
CREATE SHELTERED AREA TO
PROMOTE FISH HABITAT (TYP)
DUKE ENERGY
EXISTING GRADE DECKING, PROJECT MANAGER: JAY McMULLEN
° SEE PLAN 526 S.
CHURCH
STREET, CHARLOTTE, NC 28202
OgO Og6& O OgO JOIST,
q - a SEE PLAN Consultants:
31-011 h�� 9 SECTION #6@12"OC HORIZ _
EACH FACE
6x6 WOOD BLOCK & 1"0 THRU ROCK PILES TO PROMOTE FISH TYP o N S�O21/4" = V-0"
BOLT TYP @ ALL BRACING HABITAT. (SEE FISHING HABITAT PLAN ,1; °' SEE CIVIL WETLANDS
THIS SHEET FOR ALL LOCATIONS w ~o #6@12"OC VERT. DOWEL _ a. FOR MATR -...4 & WATERS
LU z TO MATCH. EACH FACE a
WETLANDS & WATERS, INC.
2x4 COMPOSITYE SUPPORT BETWEEN POSTS TO CHRIS HUYSMAN
TERMINATE MIDWAY THROUGH END POSTS SUCH THAT
328 EAST BROAD STREET, SUITE D
2x8 COMPOSITE POST CAP. ALL STATESVILLE, NC 28677
THE 2x4 COMPOSITE SUPPORT MEMBER IS NOT VISIBLEJ1/2"2x8 COMPOSITE ° _ A _ - z 704-773-4239
EDGES AND CORNERS ARE TO BE
ON THE EXTERIOR ENDS OF THE SUPPORT POSTSTOP RAIL 2x10 COMPOSITE MID ROUNDED (TYP WHERE INDICATED) ° - 21-0" a °° _° 1'-0"
v �N-
RAIL SHELF
`.
° I —III —III— Key map:
t _
N N _ a _ a° � • -,a- °_ - III—III—III-
r-1 6x6 POST — .--1 -- - nA - a ° c ae • - - - - a r - n 85
N 2x6 COMPOSITE 2x4 COMPOSITE SUPPORT#6@12 OC TOP
_ BENCH DECKING DECKING BETWEEN POSTS AND BOTTOM
- `- - - - - ° - = '- - -
d° OKSON WY
2x6 - 2x4 COMPOSITE MID RAIL
io 2x8 COMPOSITE
2x8 COMPOSITE �o 00
r, 2x4 POST TRIM TRIM r, a a4 (7)#6 CONT T&B 2�
MID RAII a( LAKE
xx oc SIMPSON ANGLE CLIP EA WYLIE w.e
�" - _ LEG ALIGN UNDER BENCH - �" (2)#6 CONT
\ N N \
6'-011 SITE
2x6 COMPOSITE
DECKING (TYP) 2x4 COMPOSITE TOE BOARD
NORTH
2x4 COMPOSITE x
OT TO SCALE
TOE BOARD �� / � - i o SECTION i SECTION Seal:
0
6 -4 PRELIMINARY - DO NOT
2x6 JOIST (SCREW 1
2x6 JOIST 4x6 JOIST (TYP) N �O23/4" = 1'-0" S�O2PIER WITH STAIRS
USE FOR CONSTRUCTION
TO POSTS)
CAP (TYP) MAX 3/4" = V-0" '"lI4411118"'
6x6 BEAM TYP WATERLINE
NOTES: ��.•>CAq��r�,�
1. SEE 1/S1.00 and 3/S3.100 FOR LOCATION. •'F���
10"0 TIMBER 1 0 TIMBER
PILE (TYP) PILE (TYP) AL
6x6 BEAM 2x4 SHELP BACKSTOP BTWN POST 041315
�. 0:
6x6 POST 3/8"0 CARRIAGE BOLTS 2 1/2" 2x8 SLANTED RAIL. ATTACH TO ,,Nq�Ip�Ci�+
(2)@ 4x6 POST 2 1/4" CORNER POSTS W/SCREWS & '''1 F'
1/8" TO 3/16" GAP(TYP)
(4)@6x6 POST WOOD BLOCKING 07/27/202-0
t(2)13/16"O (MAX) HOLES 10"0 PILE
(2)3/8"Ox5" LAG o
FOR 3/4"0 BOLTS COMPOSITE DECKING BOLTS 2x10 SHELF HANDRAIL POST,
i
t POST
1/2"0 A36(GALV) THRD ROD DRILL 2x10 SHELF SEE PLAN
- ______ ___ __________
EPDXY TO CONC W/7" EMBED
M = 00
`V THRU EA JOIST- (/ LT (1) SIDE (GALV) L6x6x3/8 W/(2) 3/8"Ox5" N
Ln t POST 1/2" CLEAR LAG BOLTS & (2)3/8"0
2 1/4"rd COUNTERSUNK
DECKING CARRIAGE BOLTS x 3 1/2"@ N SCALE: As indicated
3/4" DEEP IN TOP OF TRAIL, SEE CIVIL 811 4x6 & 5 1/2"@6x6 Q=_
JOIST,
4x6 JOIST (TYP) 4x6 JOIST SEE PLAN
Project:
_IIIIII— I I 2x4 TOE BOARD
V-11/2"
6x6 BEAM 2 3/4" 2 3/4" -III 10 0 I 0 I SOUTH POINT
6x6 BEAM 1 I I -
1/2"0 GALV CARRIAGE
BOLTS W/WASHERS ACCESS AREA
t (2)13/16"o 6x6 POST COMPOSITE DECKING SEE OTHER DETAILS AND NUT (TYP)
(MAX) HOLES 3 1/2" FOR INFO NOT SHOWN UPGRADES
15 DETAIL FOR 3/4"rd 4x6 JOISTCD
o a -
S3.02 TYPICAL JOIST TO BEAM CONNECTION BOLTS #5 DOWELS
1 1/2" = 1'-0" @ 12"OC 3 SECTION
Issued for:
°^. S3.02 HANDICAP RAIL SECTION
#5@12"OC /'
3/4" = V-0"
° _ z (4)3/8"o CARRIAGE BOLTS
11-811 w 2 1/2
4 < 2 1/4" (2)3/8"o LAG BOLTS NO DATE DESCRIPTION
PROVIDE 2x6 COMPOSITE 2x8 COMPOSITE SLANTED _ a ap ° — — LD � 0 2x10 SHELF
° � • - ° ` " � ° ' °-- I I III —I �
BLOCKING W/ANGLE FOR TOP RAIL (STANDARD) - - -------- - - : -- . • I o x L6x6x3/8 W/(2) 3/8"ox5" LAG I I I w
ATTACHMENT OF TOP a a e ,° _a a a III III— ,,� 0 2x8 RAIL CAP BOLTS & (2)3/8"0 CARRIAGE BOLTS
SLANTED RAIL - NAIL TO 6x6 r1 _ ° g =° ° ' - III —1 J 3 1/2"@4x6 POST
CORNER POSTS (TYP) 2x8 COMPOSITE SLANTED - °. , - III III— o Ln m 5 1/2"@6x6 POST
TOP RAIL (HANDICAP) ' 10 O TIMBER PILES ° - °°- - - `" 2x4 SHELF
6x6 BEAM _= BACKSTOP _
2x4 COMPOSITE 4x6 BRACE r o - �o BTWN POSTS -- N 1/2 o GALV CARRIAGE BOLTS
SHELF BACK STOP 4x6 BRACE (FAR SIDE OF PILE) M N W/WASHERS AND NUT (TYP)
STANDARD 2x4 COMPOSITE - 2x6 RAIL
(STANDARD)
SHELF BACK STOP \\� BRACE AND BOLT 1'-0" 1'-0" HANDRAIL DECKING SCREWED TO
(HANDICAP) BRACE -0 GRADE TO TOP OF FOOTING
REMOVE AND REPLACE EXIST POST, JOIST W/#10x2 1/2" Title:
4 / SEE PLAN
AND BOLT SCREWS PER PLANK PER
/i
WITH CLASS II RIP -RAP JOIST, PREDRILL HOLES
IX
2x4 COMPOSITE ��, - hti� N WOOD PIER F RA M I N G
MID RAIL
2x4 TOE BOARDPLANS AND DETAILS
t PILE AND 1 1/8"O(MAX) 1 10 0
L6x6x3/8, HOLE FOR 1"� BOLT RIPPED PT 2x12
SEE DETAIL BAND FLUSH W/DECK
3/S3.02 JOIST, SEE PLAN
2x4 COMPOSITE NOTES: 3/4"0 HDG BOLTS Project number: L20027 Sheet #:
TOE BOARD 6x6 POST 1. SAW FLAT SIDES ON PILES AS SHOWN TO f" BELOW
PROVIDE PT 2x10 BLOCKING EACH Issued Date: 07.27.2020
PILE CUT OFF ELEV FOR BEAM & POST ATTACHMENTS
16 SIDE OF BOLTS, SECURE DECK TO Drawn by: TD
11 M S3.02
EACH BLOCK W/(3) DECK FASTENERS Approved by: TAA
SECTION DETAIL � SECTION 4 SECTION
�O23/4" = V-0" S3.02 TYPICAL BEAM TO PILE CONNECTION AND BRACE TO PILE CONNECTION �O23/4" = V-0" �O2STANDARD RAIL SECTION
1 1/2" = V-0"