20150703 Ver 2_Engineering Drawings_20200415

Martin
95
95
421
421
13
401
401
701
301
295
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
C:\temp\Temp\Drawings\Sheets\G-001 Cover.dwg 4/4/2020 11:23 PM DORI SABEHVICINITY MAP
RHODES POND DAM REPAIR
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA
mcgillassociates.com
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
NOT TO SCALE 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02o
o
p
PROJECT
LOCATION
LOCATION MAP
PROJECT
LOCATION
NOT TO SCALE
CONTACT PERSON
GARY GARDNER
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING AND LAND MANAGEMENT
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
ENGINEER
DORI SABEH, PE, GISP
MCGILL ASSOCIATES
5400 TRINITY ROAD
SUITE 107
RALEIGH, NORTH CAROLINA 27607
APRIL, 2020
SCO# 13-10039-02 SCHEDULE OF DRAWINGS
G-001 COVER
G-002 NOTES AND LEGEND
G-003 TYPICAL SECTION
G-004 GENERAL EROSION CONTROL NOTES
G-005 NCDEQ NCG01 GENERAL PERMIT NOTES
G-006 NCDEQ NCG01 GENERAL PERMIT NOTES
CE-101 EXISTING CONDITIONS
CD-101 DEMOLITION PLAN
C-101 REPAIR PLAN AND PROFILE STA. 22+08 - STA. 28+00
C-102 REPAIR PLAN AND PROFILE STA. 28+00 - STA. 34+00
C-103 REPAIR PLAN AND PROFILE STA. 34+00 - STA. 40+00
C-104 REPAIR PLAN AND PROFILE STA. 40+00 - STA. 46+00
C-105 REPAIR PLAN AND PROFILE STA. 46+00 - STA. 52+00
C-106 INTERNAL BERM GRADING PLAN
C-107 EROSION CONTROL - CONSTRUCTION PHASE I - 1 OF 2
C-108 EROSION CONTROL - CONSTRUCTION PHASE I - 2 OF 2
C-109 EROSION CONTROL - CONSTRUCTION PHASE II - 1 OF 1
C-110 EROSION CONTROL - CONSTRUCTION PHASE II - 2 OF 2
C-111 EROSION CONTROL - CONSTRUCTION PHASE III
C-301 CROSS-SECTION VIEWS STA. 22+08 - STA. 24+00
C-302 CROSS-SECTION VIEWS STA. 24+50 - STA. 26+50
C-303 CROSS-SECTION VIEWS STA. 27+00 - STA. 29+00
C-304 CROSS-SECTION VIEWS STA. 29+50 - STA. 31+50
C-305 CROSS-SECTION VIEWS STA. 32+00 - STA. 34+00
C-306 CROSS-SECTION VIEWS STA. 34+50 - STA. 36+50
C-307 CROSS-SECTION VIEWS STA. 37+00 - STA. 38+50
C-308 CROSS-SECTION VIEWS STA. 39+00 - STA. 40+00
C-309 CROSS-SECTION VIEWS STA. 40+50 - STA. 42+50
C-310 CROSS-SECTION VIEWS STA. 43+00 - STA. 45+00
C-311 CROSS-SECTION VIEWS STA. 45+50 - STA. 47+50
C-312 CROSS-SECTION VIEWS STA. 48+00 - STA. 50+00
C-313 CROSS-SECTION VIEWS STA. 50+50 - STA. 51+00
C-501 MISCELLANEOUS DETAILS
C-502 MISCELLANEOUS DETAILS
C-503 LABYRINTH WEIR DETAILS
C-504 SMALL SPILLWAY DETAILS
C-505 EROSION CONTROL DETAILS
STRUCTURAL SHEETS (7 SHEETS)
GEOTECHNICAL SHEET
TOPOGRAPHIC SURVEY (2 SHEETS)
04/05/2020
CTV
000000000000000000000000000000000nnnEXISTING CONDITIONS LEGEND
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
C:\TEMP\TEMP\DRAWINGS\SHEETS\G-002 NOTES AND LEGEND.DWG PLOT DATE 4/5/2020 12:37 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
G-002

NOTES AND LEGEND

14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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ABBREVIATIONS
℄
GENERAL CONSTRUCTION NOTES CONSTRUCTION SEQUENCING
AND CONTROL OF WATER NOTES
04/05/2020
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
C:\TEMP\TEMP\DRAWINGS\SHEETS\G-003 TYPICAL SECTION.DWG PLOT DATE 4/5/2020 12:38 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
G-003

TYPICAL SECTION
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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TYPICAL GRAVEL DRIVE SECTION
NOT TO SCALE
NOT TO SCALE
PAPER SIZE 24"X36"
TYPICAL SECTION
NOT TO SCALE
1
2
04/05/2020
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
RCALL811BEFOREY
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Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
PAPER SIZE 24"X36"14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02GENERAL EROSION CONTROL NOTESEC
43
EC
44
NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
TEMPORARY SEEDING SPECIFICATION
NATIVE SEEDING:
NATIVE PLANT SEEDING MIX FOR WETLAND, STREAM, OR RIVERBANK STABILIZATION
EROSION CONTROL MAINTENANCE PLANEC
45
C:\TEMP\TEMP\DRAWINGS\SHEETS\G-004 GENERAL EROSION CONTROL NOTES.DWG PLOT DATE 4/5/2020 12:38 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
G-004

GENERAL EROSION CONTROL NOTES
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A04/05/2020
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
RCALL811BEFOREY
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Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
PAPER SIZE 24"X36"
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1
SIDE SLOPE
(TYP.)
10 MIL
PLASTIC
LINING
3'-0"MIN.& X'MAX.SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"6"
2'
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM1:1 SIDE SLOPE
(TYP.)
10 MIL
PLASTIC LINING
B
B
3'-0"MIN.& X'MAX.A
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT
CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
SILT FENCE
10'MIN10'
MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
C:\TEMP\TEMP\DRAWINGS\SHEETS\G-005 NCDEQ NCG01 GENERAL PERMIT NOTES.DWG PLOT DATE 4/5/2020 12:38 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
G-005

NCG01 GENERAL PERMIT NOTES
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A04/05/2020
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
RCALL811BEFOREY
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Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
PAPER SIZE 24"X36"
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this
requirement not practical:
(a)This general permit as well as the certificate of coverage, after it is received.
(b)Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
(c)All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that must be reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(a)Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b)Anticipated bypasses and unanticipated bypasses.
(c)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].C:\TEMP\TEMP\DRAWINGS\SHEETS\G-006 NCDEQ NCG01 GENERAL PERMIT NOTES.DWG PLOT DATE 4/5/2020 12:38 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
G-006

NCG01 GENERAL PERMIT NOTES
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A04/05/2020
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∆C:\TEMP\TEMP\DRAWINGS\SHEETS\CE-101 EXISTING CONDITIONS.DWG PLOT DATE 4/5/2020 12:38 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
CE-101

EXISTING CONDITIONS
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREY
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04/05/2020
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C:\TEMP\TEMP\DRAWINGS\SHEETS\CD-101 DEMOLITION PLAN.DWG PLOT DATE 4/5/2020 12:38 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
CD-101

DEMOLITION PLAN
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
RCALL811BEFOREY
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5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com 04/05/2020
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
20 0 10 20 40
20
0
RCALL811BEFOREY
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-101

REPAIR PLAN & PROFILE
STA. 22+08 - STA. 28+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-102 REPAIR PLAN AND PROFILE STA. 28+00 - STA. 34+00.DWG PLOT DATE 4/5/2020 12:39 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-102

REPAIR PLAN & PROFILE
STA. 28+00 - STA. 34+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
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RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
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CUMBERLAND COUNTY, NORTH CAROLINA N/A
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- FOR REVIEW PURPOSES ONLY -
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Suite 107
Raleigh, NC 27607
919.378.9111
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mcgillassociates.com
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-104

REPAIR PLAN AND PROFILE
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MMG
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BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
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5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
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mcgillassociates.com
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-105

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STA. 46+00 - STA. 52+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
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mcgillassociates.com
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-106

INTERNAL BERM
GRADING PLAN
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-107

EROSION CONTROL
CONSTRUCTION PHASE I - 1 OF 2
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
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CONSTRUCTION SEQUENCE PHASE I - EROSION AND SEDIMENT CONTROL
1.REFER TO SHEET G-002 FOR GENERAL CONSTRUCTION SEQUENCING AND CONTROL OF WATER NOTES.
2.CONTRACTOR TO NOTIFY AND PROVIDE THE ENGINEER WITH THE REQUIRED DOCUMENTATION FOR APPROVAL AT LEAST
ONE WEEK PRIOR TO MOBILIZATION TO THE SITE. A PROJECT-SPECIFIC WATER MANAGEMENT PLAN INCLUDING STREAM
DIVERSION, DEWATERING AND ANY OTHER MEASURES NECESSARY FOR CONSTRUCTION TO DAM SAFETY AT LEAST 60
DAYS PRIOR TO INITIATING CONSTRUCTION.
3.HOLD A PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
4.FLAG THE LIMITS OF DISTURBANCE AND CALL NORTH CAROLINA 811 TO MARK UTILITIES. COORDINATE CONFLICTS
RESOLUTION WITH UTILITY OWNERS.
5.INSTALL ALL PUBLIC SAFETY MEASURES.
6.INSTALL EROSION AND SEDIMENT CONTROL MEASURES
A. TEMPORARY CONSTRUCTION ENTRANCES
B. FLOATING TURBIDITY BARRIERS, SILT FENCE, AND SILT FENCE OUTLETS
7.THE EXISTING BREACH WILL BE USED TO PASS INFLOW.
8.CLEAR AND REMOVE TREES AS NEEDED TO INSTALL FLOW DIVERSION THROUGH BREACH ONLY.
9.CONSTRUCT TEMPORARY IMPERVIOUS DIVERSION DIKES UPSTREAM OF PRIMARY SPILLWAY (SHEET C-107) AND ON BOTH
SIDES OF SECONDARY SPILLWAY (SHEET C-108). SECURELY TIE INTO EXISTING EMBANKMENT
10.INSTALL TEMPORARY SHEET PILES AROUND PRIMARY SPILLWAY (SHEET C-107).
11.STANDING WATER IN CONSTRUCTION AREAS SHALL BE DRAINED PRIOR TO DEMOLITION. WATER SHALL BE DRAINED IN A
MANOR CONSISTENT WITH THE NC DEQ SEDIMENT REGULATIONS. NATURAL LOW-LYING AREA SHALL BE MAINTAINED BY
CONTRACTOR IN ORDER TO PROHIBIT UNNECESSARY STANDING WATER.
12.DEMOLISH THE EXISTING PRIMARY AND SECONDARY SPILLWAYS, ENDWALLS, AND GATES STRUCTURE. SALVAGE GATES.
TWO GATES SHALL BE REINSTALLED IN PHASE II. ONE GATE SHALL BE TRANSPORTED TO OWNER YARD.
13.INSTALL PROPOSED EMBANKMENT, RISER STRUCTURE, AND PLUNGE POOL AT THE LOCATION OF THE REMOVED
SECONDARY SPILLWAY (SHEET C-108).
14.STABILIZE THE EARTH EMBANKMENT WITH PERMANENT SEEDING AND MULCH.
04/05/2020
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-108

EROSION CONTROL
CONSTRUCTION PHASE I - 2 OF 2
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
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mcgillassociates.com
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PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
CONSTRUCTION SEQUENCE PHASE II - EROSION AND SEDIMENT CONTROL
1.REFER TO SHEET G-002 FOR GENERAL CONSTRUCTION SEQUENCING AND CONTROL OF WATER NOTES.
2.INSTALL EROSION AND SEDIMENT CONTROL MEASURES
2. ROUTE THE CHANNEL FLOW THROUGH THE RIGHT SECTION (LOOKING DOWNSTREAM) OF PROPOSED
LABYRINTH SPILLWAY (THREE RIGHT CYCLES OF THE SPILLWAY TO BE BUILT IN PHASE III). SEE SHEET C-110.
3.INSTALL AND REMOVE TEMPORARY SHEET PILES ACCORDING TO PLANS.
4.ADJUST PHASE I TEMPORARY IMPERVIOUS DIVERSION DIKE ACCORDING TO PLANS .
5.CONSTRUCT PHASE II TEMPORARY IMPERVIOUS DIVERSION DIKE AND SECURELY TIE INTO EXISTING
EMBANKMENT.
6.STANDING WATER IN CONSTRUCTION AREA SHALL BE DRAINED PRIOR TO DEMOLITION. WATER SHALL BE
DRAINED IN A MANOR CONSISTENT WITH THE NC DEQ SEDIMENT REGULATIONS. NATURAL LOW-LYING AREA
TO BE MAINTAINED BY CONTRACTOR IN ORDER TO PROHIBIT UNNECESSARY STANDING WATER.
7.REMOVE AND SALVAGE PEDESTRIAN BRIDGE AND TRANSPORT OWNER YARD.
8.CONSTRUCT THE LEFT (LOOKING DOWNSTREAM) EMBANKMENT (SHEET C-109) AND THE LEFT THREE CYCLES
OF THE LABYRINTH SPILLWAY, ADJACENT EMBANKMENT, AND INTERNAL BERM (SHEET C-110). INSTALL RIP
RAP.
9.INSTALL SALVAGED GATES AND KEEP OPEN UNTIL APPROVAL TO IMPOUND IS RECEIVED FROM NC DAM
SAFETY.
10.STABILIZE THE EARTH EMBANKMENT WITH PERMANENT SEEDING AND MULCH.C:\TEMP\TEMP\DRAWINGS\SHEETS\C-109 EROSION CONTROL - CONSTRUCTION PHASE II -1 OF 2.DWG PLOT DATE 4/5/2020 12:43 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-109

EROSION CONTROL
CONSTRUCTION PHASE II - 1 OF 2
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A04/05/2020
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-110

EROSION CONTROL
CONSTRUCTION PHASE II - 2 OF 2
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
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20
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04/05/2020
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SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-111

EROSION CONTROL
CONSTRUCTION PHASE III
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
20 0 10 20 40
20
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DGI
SAF
E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PAPER SIZE 24"X36"
CONSTRUCTION SEQUENCE PHASE III - EROSION AND SEDIMENT CONTROL
1.REFER TO SHEET G-002 FOR GENERAL CONSTRUCTION SEQUENCING AND CONTROL OF WATER NOTES.
2.INSTALL EROSION AND SEDIMENT CONTROL MEASURES.
3.REMOVE PHASE II TEMPORARY IMPERVIOUS DIVERSION DIKE TO ROUTE CHANNEL FLOW THROUGH THE LABYRINTH SPILLWAY GATES INSTALLED IN PHASE II.
4.REMOVE AND ADD SHEET PILES ACCORDING TO PLANS.
5.ADJUST THE PHASE II TEMPORARY IMPERVIOUS DIVERSION DIKE TO TIE INTO LABYRINTH SPILLWAY PORTION BUILT IN PHASE II ACCORDING TO PLANS.
6.STANDING WATER IN CONSTRUCTION AREA SHALL BE DRAINED PRIOR TO DEMOLITION. WATER SHALL BE DRAINED IN A MANOR CONSISTENT WITH THE NC
DEQ SEDIMENT REGULATIONS. NATURAL LOW-LYING AREA TO BE MAINTAINED BY CONTRACTOR IN ORDER TO PROHIBIT UNNECESSARY STANDING WATER.
7.CONSTRUCT THE RIGHT ( LOOKING DOWNSTREAM) PORTION OF THE LABYRINTH SPILLWAY (THREE RIGHT CYCLES)AND OTHER FEATURES IN THE DRAINED
CONSTRUCTION AREA.
8.INSTALL RIP RAP.
9.GRADE SITE TO FINAL ELEVATIONS AND PERMANENTLY MULCH AND SEED.
10.ONCE THE SITE AND STAGING AREAS ARE STABILIZED, REMOVE ALL EROSION CONTROL MEASURES.
11.KEEP ALL GATES OPEN UNTIL APPROVAL TO IMPOUND IS ISSUED BY NCDEQ.
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-301 CROSS-SECTION VIEWS STA. 22+08 - STA. 24+00.DWG PLOT DATE 4/5/2020 12:44 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-301

CROSS-SECTION VIEWS
STA. 22+08 - STA. 24+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-302 CROSS-SECTION VIEWS STA. 24+50 - STA. 26+50.DWG PLOT DATE 4/5/2020 12:45 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-302

CROSS-SECTION VIEWS
STA. 24+50 - STA. 26+50
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
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HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-303 CROSS-SECTION VIEWS STA. 27+00 - STA. 29+00.DWG PLOT DATE 4/5/2020 12:45 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-303

CROSS-SECTION VIEWS
STA. 27+00 - STA. 29+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-304 CROSS-SECTION VIEWS STA. 29+50 - STA. 31+50.DWG PLOT DATE 4/5/2020 12:45 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-304

CROSS-SECTION VIEWS
STA. 29+50 - STA. 31+50
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-305 CROSS-SECTION VIEWS STA. 32+00 - STA. 34+00.DWG PLOT DATE 4/5/2020 12:46 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-305

CROSS-SECTION VIEWS
STA. 32+00 - 34+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-306 CROSS-SECTION VIEWS STA. 34+50 - STA. 36+50.DWG PLOT DATE 4/5/2020 12:46 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-306

CROSS-SECTION VIEWS
STA. 34+50 - STA. 36+50
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-307 CROSS-SECTION VIEWS STA. 37+00 - STA. 38+50.DWG PLOT DATE 4/5/2020 12:46 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-307

CROSS-SECTION VIEWS
STA. 37+00 - STA. 38+50
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-308 CROSS-SECTION VIEWS STA. 39+00 - STA. 40+00.DWG PLOT DATE 4/5/2020 12:47 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-308

CROSS-SECTION VIEWS
STA. 39+00 - STA. 40+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-309 CROSS-SECTION VIEWS STA. 40+50 - STA. 42+50.DWG PLOT DATE 4/5/2020 12:47 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-309

CROSS-SECTION VIEWS
STA. 40+50 - STA. 42+50
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-310 CROSS-SECTION VIEWS STA. 43+00 - STA. 45+00.DWG PLOT DATE 4/5/2020 12:47 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-310

CROSS-SECTION VIEWS
STA. 43+00 - STA. 45+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-311 CROSS-SECTION VIEWS STA. 45+50 - STA. 47+50.DWG PLOT DATE 4/5/2020 12:48 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-311

CROSS-SECTION VIEWS
STA. 45+50 - STA. 47+50
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
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DGI
SAF
E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-312 CROSS-SECTION VIEWS STA. 48+00 - STA. 50+00.DWG PLOT DATE 4/5/2020 12:48 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-312

CROSS-SECTION VIEWS
STA. 48+00 - STA. 50+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
U
DGI
SAF
E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-313 CROSS-SECTION VIEWS STA. 50+50 - STA. 51+00.DWG PLOT DATE 4/5/2020 12:48 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-313

CROSS-SECTION VIEWS
STA. 50+50 - STA. 51+00
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
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SAF
E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PROFILE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 5'
PAPER SIZE 24"X36"
04/05/2020
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-501 MISCELLANEOUS DETAILS.DWG PLOT DATE 4/5/2020 12:48 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-501

MISCELLANEOUS DETAILS
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02RIPRAP LINING WITH SAND FILTER DETAIL
NOT TO SCALE
SLOPE MATTING INSTALLATION
®
RIPRAP ENERGY DISSIPATOR DETAIL
NOT TO SCALE
RIPRAP LINING WITH SAND FILTER
EMBANKMENT DETAIL
NOT TO SCALE
RIPRAP WAVE PROTECTION DETAIL
NOT TO SCALE
PAPER SIZE 24"X36"
1
2
3
4
5
SINGLE ARM SWING GATE DETAIL6
NOT TO SCALE
’
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-502 MISCELLANEOUS DETAILS.DWG PLOT DATE 4/5/2020 12:49 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-502

MISCELLANEOUS DETAILS
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02TREE PROTECTION DETAIL
REVISION DATE - NOVEMBER 3, 2008
DIRECTION TO MINIMIZE EXPOSURE OF
DISTURBED EARTH AND SOIL EROSION
DURING TREE REMOVAL
TREE REMOVAL DETAIL
NOT TO SCALE
DRAINAGE CHANNEL, IF
APPLICABLE
EMBANKMENT SLOPE
4" PERFORATED
PIPE
PLACE PIPE WITH PERFORATIONS
ON THE BOTTOM
NOT TO SCALE
DAM SEEPAGE REPAIR DETAIL
NOT TO SCALE
DAM SEEPAGE REMOVAL DETAILNOT TO SCALE
SILT FENCE PLACEMENT DETAIL
nnnnnn
nCHAIN LINK FENCE, GATE ACROSS BERM AND PEDESTRIAN ENTRANCE DETAIL
NOT TO SCALE
PAPER SIZE 24"X36"
2
1
3
4
5
76
NO TRESPASSING SIGN
MIRAFI 180N
GEOTEXTILE FABRIC
#57 WASHED STONE
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-503 LABYRINTH WEIR DETAILS.DWG PLOT DATE 4/5/2020 12:49 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-503

LABYRINTH WEIR DETAILS
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02ENERGY DISSIPATOR (BAFFLE CHUTE)
SECTION VIEW
ENERGY DISSIPATOR (BAFFLE CHUTE) PLAN VIEW
PAPER SIZE 24"X36"
SLUICE GATE TRASH RACK
1
2
3
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-504 SMALL SPILLWAY DETAILS.DWG PLOT DATE 4/5/2020 12:49 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-504

SMALL SPILLWAY DETAILS
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
RCALL811BEFOREY
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02BERM CROSS SECTION
2'X3' RISER STRUCTURE
ORIFICE DETAIL
PLUNGE POOL DETAIL
PAPER SIZE 24"X36"5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
1
6
7
8
2 3
4
5
04/05/2020
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-505 EROSION CONTROL DETAILS.DWG PLOT DATE 4/5/2020 12:49 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-505

EROSION CONTROL DETAILS
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
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E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02SILT FENCE
PAPER SIZE 24"X36"
SILT FENCE - OUTLET
’
STABILIZED CONSTRUCTION ENTRANCE
REVISION DATE - NOVEMBER 3, 2008
1
2 4
(FOR REFERENCE ONLY)
5 TEMPORARY STREAM BYPASS DETAIL
FLOATING TURBIDITY CURTAIN3
6 CONCRETE WASHOUT STRUCTURE WITH LINER
“”
04/05/2020
C_TOP ELEV
BOT ELEV
TOP OF CONCRETE
OR DECK ELEVATION
SPOT ELEVATION:
WORKING POINT
NOTE MARKER
(SEE NOTES)
CONNECTION TYPE
COLUMN
DESIGNATION
(SEE SCHEDULE)
REPAIR TYPE
REVISION MARK
CAISSON TAG
MOMENT
CONNECTION
SPREAD FOOTING
DRILLED PIER
CONCRETE PIER
PILE CAP
DRILLED PILE CAP
GRADE BEAM
COLUMN
STEEL BASE PLATE
BEAM BEARING PLATE
LINTEL
BATTERED PILE
CONCRETE WALL
CONTROL JOINT
ELEVATION, SEE
PLAN NOTES.
F....
DP...
P...
PC...
DPC...
GB...
C...
B...
BP...
L...
(_'-_")
[_'-_"]
<_'-_">
INSULATION (RIGID)
INSULATION (BATT)
PLYWOOD (LARGE SCALE)
STEEL
STONE FILL
WOOD (FINISH)
WOOD (ROUGH)
PRECAST CONCRETE (SECTION)
PRECAST CONCRETE
(ELEVATION)
LOAD BEARING WALL
NON-LOAD BEARING WALL
BELOW SUPPORTED
STRUCTURE
SLAB-ON-GRADE
CONTROL JOINT
W-SHAPE BEAM
OPEN WEB JOIST
BRICK (SECTION)
BRICK (ELEVATION)
CONCRETE (SMALL SCALE)
CMU (SECTION)
CMU (ELEVATION)
DEPRESSED SLAB AREA
EARTH/SOIL
FILL GROUT
C.J.
DEPTH"
S-XX
1 SIM1
S-XX
SIM
COLUMN GRID DESIGNATION
SHEET WHERE
SECTION IS DRAWN
SECTION NUMBER
FRAMING ELEVATION
NUMBER
SHEET WHERE
FRAMING
ELEVATION IS DRAWN
INDICATES
DIRECTION OF VIEW
INDICATES
DIRECTION OF VIEW
INDICATES AREA
SHOWN IN DETAIL
SHEET WHERE DETAIL
IS DRAWN
BUILDING
ELEVATION NUMBER
SHEET WHERE
FRAMING
ELEVATION IS DRAWN
INDICATES
DIRECTION OF VIEW
0
S-XX
1 Ref
1 Ref1 Ref
1 RefS-XX
1
Ref
1Ref 1 Ref1
Ref
LEVEL
0'-0"
NEW EXISTING 0
DETAIL NUMBER
AS NOTED5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NORTH CAROLINA WILDLIFE
RESOURCES COMMISION
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
14.00135TEC
TEC
RHODES POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA N/A 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIRSHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #\\clt01\jobs\2019 Projects\190379\SKA Drawings\190379 - RT19 - S - RHODES POND DAM REPAIR.rvt4/2/2020 2:22:06 PM
S1.1
GENERAL NOTES, ABBREVIATIONS, DRAWING
LEGENDS AND INDEX
TD
TEC 08/26/2019FOR REVIEW190379
O.D. OUTSIDE DIAMETER
O.F. OUTSIDE FACE
PEN. PENETRATION
PERP. PERPENDICULAR
PL. PLATE
PVC POLYVINYL CHLORIDE
P/T POST-TENSIONING
PTI POST-TENSIONING INSTITUTE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
P.C. PRECAST CONCRETE
PCI PRECAST-PRESTRESSED
CONCRETE INSTITUTE
PCMU Prefaced Concrete Masonry Unit
P.T. PRESSURE TREATED
P/S PRESTRESSED
R. RADIUS
RAD. RADIUS
REF. REFERENCE
REINF. REINFORCE(D); REINFORCING
REM. REMAINING; REMAINDER
REQ'D. REQUIRED
R.D. ROOF DRAIN
R.O. ROUGH OPENING
S.J. SAWED JOINT
SCHED. SCHEDULE
SECT. SECTION
SHT. SHEET
SLO SHORT LEG OUTSTANDING
SLBB SHORT LEGS BACK TO BACK
S.W. SHORT WAY
SIM. SIMILAR
S.O.G. SLAB ON GRADE
SPEC(S). SPECIFICATION(S)
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STL. STEEL
SJI STEEL JOIST INSTITUTE
STRUCT. STRUCTURAL
SYM. SYMMETRICAL
TEMP. TEMPORARY
THRU THROUGH
T&B TOP AND BOTTOM
T.O.C. TOP OF CONCRETE
T.O.F. TOP OF FOOTING
T.O.S. TOP OF SLAB; TOP OF STEEL
T.O.W. TOP OF WALL
TYP. TYPICAL
U.L. UNDERWRITERS LABORATORIES
U.N.O. UNLESS NOTED OTHERWISE
WT. WEIGHT
W.W.F. WELDED WIRE FABRIC
W/ WITH
W/O WITHOUT
WD WOOD
W.P. WORKING POINT
X BY
FDN. FOUNDATION
GA. GAGE; GAUGE
GALV. GALVANIZED
G.C. GENERAL CONTRACTOR
G.B. GRADE BEAM
HT. HEIGHT
HEX. HD. HEXAGONAL HEAD
H.S. HIGH STRENGTH
H.M. HOLLOW METAL
HSS HOLLOW STRUCTURAL SHAPE
IN. INCH;INCHES
I.D. INSIDE DIAMETER
I.F. INSIDE FACE
INT. INTERIOR; INTERSECTION
IBC INTERNATIONAL BUILDING CODE
JT. JOINT
JST. JOIST
K KIP (1,000 LBS)
K/FT KIPS PER FOOT
LT. WT. LIGHT WEIGHT
LIN. LINEAR
LL LIVE LOAD
LG. LONG
LLBB LONG LEG BACK TO BACK
LLH LONG LEG HORIZONTAL
LLO LONG LEG OUTSTANDING
LLV LONG LEG VERTICAL
L.W. LONG WAY
LB. POUND
MK. MARK
MATL. MATERIAL
MAX. MAXIMUM
MECH. MECHANICAL
MTL METAL
M.O.S. MIDDLE OF SLAB
M.O.W. MIDDLE OF WALL
MIN. MINIMUM
MISC. MISCELLANEOUS
N.F. NEAR FACE
NOM. NOMINAL
NCSBC NORTH CAROLINA STATE
BUILDING CODE
N-S NORTH-SOUTH
N/A NOT APPLICABLE
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER
O/C ON CENTER
OPNG. OPENING
OPP. OPPOSITE
O.H. OPPOSITE HAND
ORIG. ORIGINAL
A.F.F. ABOVE FINISHED FLOOR
ALT. ALTERNATE
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
AITC AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION
ASTM AMERICAN SOCIETY FOR
TESTING MATERIALS
AWS AMERICAN WELDING SOCIETY
A.B. ANCHOR BOLT
ARCH. ARCHITECTURAL
AVG. AVERAGE
BM. BEAM
BRG. BEARING
B.P. BEARING PLATE; BASE PLATE
BLDG. BUILDING
CLG. CEILING
CTR. CENTER
CGS. CENTER OF GRAVITY OF STEEL
C.L. CENTERLINE
CLR. CLEAR
COL. COLUMN
CONC. CONCRETE
CMU CONCRETE MASONRY UNIT
CRSI CONCRETE REINFORCING STEEL
INSTITUTE
CONN. CONNECTION
CONST. CONSTRUCTION
C.J. CONSTRUCTION JOINT
CONT. CONTINUOUS
DL DEAD LOAD
DET. DETAIL
DIAG. DIAGONAL
DIA. DIAMETER
DIM. DIMENSION
DBL. DOUBLE
D.J. DOUBLE JOIST
D.C.J. DOWELED CONTROL JOINT
DN. DOWN
D.S. DOWN SPOUT
DWG(S). DRAWING(S)
EA. EACH
E.F. EACH FACE
E.S. EACH SIDE
E.W. EACH WAY
E-W EAST-WEST
ELEV. ELEVATION; ELEVATOR
ENGR. ENGINEER
EQ. EQUAL
EXIST. EXISTING
EXP. JT. EXPANSION JOINT
EXT. EXTERIOR
F.O.B. FACE OF BRICK
F.F. FAR FACE
F.V. FIELD VERIFY
FIN. FINISH
FLG. FLANGE
FL. FLOOR
F.D. FLOOR DRAIN
FT. FOOT; FEET
FTG. FOOTING
STRUCTURAL ABBREVIATIONS STRUCTURAL MATERIALS LEGEND
STRUCTURAL DRAWING INDEX
S1.1 GENERAL NOTES, ABBREVIATIONS, DRAWING LEGENDS AND INDEX
S2.1 PLAN
S5.1 3D VIEW
S6.1 SECTIONS AND DETAILS
S6.2 SECTIONS AND DETAILS
S6.3 SECTIONS AND DETAILS
S8.1 TYPICAL DETAILS
Drawing Symbol Legend
CONSULTING
ENGINEERS
www.skaeng.com
SKA Project Number:
Plotted:
4651 Charlotte Park Dr, Suite 150
Charlotte, NC 28217-1191
t: 704 424 9663 f: 704 424 9665
NC License No. F-0508
SKA Consulting Engineers, Inc.
FOUNDATIONS
1. THE CONTRACTOR IS TO REVIEW THE SUBSURFACE EXPLORATION REPORT
PERFORMED FOR THIS PROJECT (BLE PROJECT NO. J17-9737-02; DATED FEBRUARY
17, 2020) BEFORE COMMENCEMENT OF SITE GRADING TO BECOME GENERALLY
FAMILIAR WITH SUBSURFACE CONDITIONS WHICH MAY BE ENCOUNTERED DURING
CONSTRUCTION. ALL SUBGRADE PREPARATION SHALL BE PERFORMED AS DEFINED
IN THE PLANS AND SPECIFICATIONS AND IN COOPERATION WITH THE OWNER'S
GEOTECHNICAL TESTING SERVICE.
2. FOUNDATION DRAINAGE AND GROUNDWATER CONTROL SYSTEMS MAY BE
INDICATED IN PART ON THE STRUCTURAL DRAWINGS TO SHOW APPROXIMATE
LOCATIONS RELATIVE TO CERTAIN STRUCTURAL COMPONENTS. FOUNDATION
DRAINAGE AND GROUNDWATER CONTROL SYSTEMS ARE NOT A PART OF THE
STRUCTURAL DESIGN. SEE OTHER DRAWINGS FOR DESIGN REQUIREMENTS OF
THESE SYSTEMS.
3. ALL FOOTINGS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR COMPACTED
ENGINEERED FILL AND TO HAVE A MINIMUM BEARING CAPACITY OF 4000PSF.
FOOTING EXCAVATIONS ARE TO BE INSPECTED BY AN INDEPENDENT TESTING
LABORATORY FOR SUITABLE SOILS, BEARING PRESSURE, AND COMPACTION.
COMPACTION OF SOIL UNDER FOOTINGS TO BE 100% OF THE MAXIMUM STANDARD
PROCTOR DRY DENSITY AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
4. DEPTH OF CUTOFF WALLS AND FOOTING KEYS SHALL BE DETERMINED IN THE FIELD
BY THE GEOTECHNICAL ENGINEER; BUT IN NO CASE SHALL BE LESS THAN AS
DIMENSIONED ON THE STRUCTURAL DRAWINGS NOR 4’-0 BELOW BOTTOM OF
FOOTING OR MAT.
CONCRETE
1. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE UNLESS NOTED
OTHERWISE. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE
STRENGTH OF 4500 PSI UNLESS NOTED OTHERWISE IN THE PLANS OR
SPECIFICATIONS.
2. ALL CONCRETE PERMANENTLY EXPOSED TO WEATHER SHALL HAVE A
MAXIMUM WATER/CEMENT RATIO OF 0.45 AND SHALL CONTAIN
APPROXIMATELY 6% ENTRAINED AIR. SEE SPECIFICATIONS FOR FURTHER
REQUIREMENTS.
3. CONCRETE SHALL BE BATCHED USING MATERIALS AND PROPORTIONS
DESIGNATED IN THE APPROVED DESIGN MIXES. THE GENERAL CONTRACTOR
SHALL PROVIDE QUALITY CONTROL OF THE CONCRETE MIX. MIXES SHALL BE
PROPORTIONED PER ACI 301.
4. CEMENT SHALL BE LOW HEAT OF HYDRATION TYPE.
5. CONCRETE SHALL CONTAIN A MINIMUM OF 20% CLASS F FLYASH BY WEIGHT
OF CEMENT.
6. CONCRETE AGGREGATES SHALL BE CERTIFIED BY TEST TO BE NON ASR
REACTIVE.
7. CONCRETE SLUMP SHALL BE AS INDICATED IN THE SPECIFICATIONS.
8. THE ADDITION OF WATER TO INCREASE SLUMPS ABOVE THE LEVEL SPECIFIED
OR TO RETEMPER CONCRETE WHICH HAS EXPERIENCED SLUMP LOSS DUE TO
EXCESSIVE MIXING OR HEAT BUILD-UP IS NOT PERMITTED.
9. CONCRETE SHALL BE HANDLED, PLACED, AND CONSOLIDATED IN
ACCORDANCE WITH THE REQUIREMENTS OF ACI 301.
10. SEE ACI 301 FOR CURING AND HOT AND COLD WEATHER REQUIREMENTS FOR
CONCRETE.
11. MASS CONCRETE (EXCEEDING 24”IN THICKNESS) SHALL BE MAINTAINED AT A
TEMPERATURE NOT EXCEEDING 90 DEG FOR A PERIOD OF 1 WEEK. CONCRETE
SHALL BE PLACED AT A TEMPERATURE NOT EXCEEDING 65 DEGREES.
12. DOWELS FROM FOOTINGS SHALL BE ACCURATELY LOCATED AND SECURELY
TIED IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE. PLACEMENT OF
DOWELS IN FRESH CONCRETE AFTER THE CONCRETE HAS BEEN PLACED WILL
NOT BE PERMITTED.
13. THE CONTRACTOR SHALL USE INSTRUMENTS TO MAINTAIN A CONTINUOUS
CHECK OF THE ELEVATIONS OF THE TOP SURFACES OF SLABS DURING THE
PLACEMENT AND FINISHING OF THE CONCRETE. ADJUSTMENTS SHALL BE
MADE TO MAINTAIN THE SURFACES WITHIN THE SPECIFIED TOLERANCES.
14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND
INSTALLING ALL ANCHOR BOLTS, CLIPS, INSERTS, SLEEVES AND OTHER
REQUIRED ITEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND IN
COOPERATION WITH OTHER TRADES PRIOR TO THE PLACING OF CONCRETE.
15. CONCRETE FORMWORK SHALL NOT BE REMOVED UNTIL CONCRETE HAS
REACHED SUFFICIENT STRENGTH TO NOT BE DAMAGED BY FORMWORK
REMOVAL AND AS REQUIRED TO MAINTAIN CURING TIMES. SEE ALSO
SPECIFICATIONS.
16. UNLESS OTHERWISE DIRECTED, ALL CONCRETE SHALL BE MAINTAINED
CONTINUOUSLY WET FOR A PERIOD OF 7 DAYS AFTER PLACEMENT.
REINFORCING STEEL
1. DETAILING, FABRICATION, STORAGE, AND INSTALLATION OF
REINFORCING, UNLESS OTHERWISE SHOWN ON THE PLANS, SHALL
COMPLY WITH APPLICABLE REQUIREMENTS OF THE “BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE”(ACI 318) AND THE
“MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES”(ACI 315), BOTH BY THE AMERICAN CONCRETE
INSTITUTE.
2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
3. UNLESS NOTED OTHERWISE ON PLANS OR IN DETAILS, REINFORCING
BARS MARKED ON THE PLANS AS BEING CONTINUOUS SHALL BE LAPPED
AT SPLICE LOCATIONS AS SHOWN IN SCHEDULE. FOR SPLICES AT
CORNERS OR INTERSECTIONS OF WALLS AND BEAMS, SEE TYPICAL
DETAILS. LAP LENGTHS SHALL BE 70 x BAR DIA.
4. REINFORCING STEEL SHALL BE CLEAN OF MUD, DEBRIS, LOOSE RUST,
CEMENT GROUT, OR ANY OTHER MATERIAL WHICH MAY INHIBIT BOND
BETWEEN THE STEEL AND THE CONCRETE.
5. REINFORCING SHALL BE SECURELY TIED AND ANCHORED IN PLACE
BEFORE CONCRETE PLACEMENT, TO PREVENT DISLOCATION.
6. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE ON REINFORCING
STEEL SHALL BE AS FOLLOWS:
FOOTINGS -ALL FACES 4"
MAT-ON-GRADE -TOP 6"
MAT-ON-GRADE -BOTTOM 4"
WALLS –LESS THAN 24”THICK 3"
WALLS –24”THICK AND GREATER 4"
7.BARS SHALL BE BENT ONLY USING APPROVED METHODS. BARS SHALL
NOT BE BENT AFTER PARTIAL EMBEDMENT IN HARDENED CONCRETE.
GALVANIZING
1. GALVANIZING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH
THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS:
AMERICAN GALVANIZERS ASSOCIATION:
SUGGESTED SPECIFICATION FOR HOT DIP GALVANIZING
AMERICAN SOCIETY FOR TESTING AND MATERIALS:
ASTM A 123 ZINC (HOT-DIP GALVANIZED) COATINGS ON
IRON AND STEEL PRODUCTS
ASTM A 153 ZINC COATING (HOT-DIP) ON IRON AND STEEL
HARDWARE
2.ALL STRUCTURAL STEEL MATERIALS AND ACCESSORIES WHICH ARE HOT-
DIP GALVANIZED SHALL MEET SPECIFIED SPECIAL MATERIAL
REQUIREMENTS.
3.THE FOLLOWING ITEMS SHALL BE GALVANIZED:
A. ALL STEEL MATERIAL THAT EITHER SUPPORTS OR IS BUILT INTO
EXTERIOR EXPOSED MASONRY CONSTRUCTION, IS OUTSIDE THE
BUILDING THERMAL AND MOISTURE BARRIERS, OR IS EXPOSED TO
EXTERIOR WEATHER CONDITIONS.
B. ALL CONNECTION MATERIALS FOR GALVANIZED MEMBERS AND FOR
PRECAST CONCRETE. CONNECTION MATERIALS SHALL INCLUDE, BUT
NOT BE LIMITED TO, NUTS, BOLTS, WASHERS, ANCHOR BOLTS, AND
ITEMS EMBEDDED IN CONCRETE.
C. ITEMS NOTED ON DRAWINGS TO BE GALVANIZED.
4.GALVANIZED STEEL SHALL BE WELDED IN ACCORDANCE WITH AWS D19 -
WELDING ZINC COATED STEEL BY THE AMERICAN WELDING SOCIETY.
STEEL SURFACES SHALL BE FREE OF ZINC IN THE AREA TO BE WELDED
5.AFTER GALVANIZED MATERIALS ARE INSTALLED, REPAIR DAMAGE AND
EXTEND GALVANIZIED COATING WITH SPECIFIED ZINC TOUCH-UP
MATERIAL TO PROVIDE THE FULL SPECIFIED EXTENT OF ZINC COATING
COVERAGE.
6.GALVANIZED COATING SHALL BE REPAIRED BY CLEANING SURFACE,
POWER DISC SANDING TO BRIGHT METAL, AND APPLYING AN ORGANIC
COLD GALVANIZING COMPOUND WITH A MINIMUM OF 94% ZINC DUST IN
THE DRY FILM, 8 MILS MINIMUM DFT, THREE COATS MINIMUM.
CONSTRUCTION
1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF
PERSONS AND PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND
SHALL PROTECT SAME AGAINST INJURY, DAMAGE, OR LOSS.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SAFETY
REGULATIONS, PROGRAMS, AND PRECAUTIONS RELATED TO ALL WORK ON
THIS PROJECT. SAFETY REGULATIONS SHALL BE FOLLOWING STRICTLY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIALS IN
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.
4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
ORDERING MATERIALS OR PROCEEDING WITH NEW WORK IN AREAS
AFFECTED BY EXISTING CONDITIONS. THE DESIGNER SHALL BE INFORMED
IN WRITING OF CONFLICTS BETWEEN EXISTING AND PROPOSED NEW
CONSTRUCTION.
5. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON
COMPLETION, AND ANY TEMPORARY BRACING OR SUPPORT REQUIRED TO
ACCOMMODATE THE CONTRACTOR’S MEANS AND METHODS ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF
CONSTRUCTION LOAD IMPOSED ON NEW AND/OR EXISTING STRUCTURES.
SUCH LOADS SHALL NOT EXCEED THE CAPACITY OF THE STRUCTURE AT
ANY TIME.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING, FURNISHING,
ERECTING, AND REMOVING ANY SHORING AND BRACING REQUIRED
DURING CONSTRUCTION, INCLUDING BRACING REQUIRED FOR SIDES OF
EXCAVATIONS DURING FOUNDATION CONSTRUCTION AND TEMPORARY
BRACING FOR WALLS.
8. THE CONTRACTOR SHALL INFORM THE DESIGNER, IN WRITING, OF ANY
DEVIATION FROM THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT
BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY VIRTUE OF
THE DESIGNER’S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC.
UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE DESIGNER
OF SUCH DEVIATION AT TIME OF SUBMISSION, AND THE DESIGNER HAS
GIVEN WRITTEN APPROVAL FOR THE SPECIFIC DEVIATION.
9. NO OPENINGS NOR ANY CHANGES IN SIZE, DIMENSION OR LOCATION
SHALL BE MADE IN ANY STRUCTURAL ELEMENTS WITHOUT WRITTEN
APPROVAL OF THE DESIGNER.
10. WHERE CONSTRUCTION TOLERANCES ALLOW FOR VARIATIONS IN
LOCATION, SIZE, ETC. OF STRUCTURAL ELEMENTS, IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIALS AND
LABOR NECESSARY TO MODIFY CONNECTION ELEMENTS AS REQUIRED TO
PROVIDE A FINISHED PRODUCT WHICH IS IN ACCORDANCE WITH THE
REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. ANY SUCH
MODIFICATIONS REQUIRED SHALL BE REVIEWED AND APPROVED BY THE
DESIGNER PRIOR TO EXECUTION.
11. THE DESIGNER SHALL BE NOTIFIED AT THE PROPER TIME WHEN ITEMS ARE
READY FOR FIELD REVIEW. SUFFICIENT NOTICE SHALL BE GIVEN TO
ALLOW SCHEDULING OF THE FIELD REVIEW.
DRAWINGS & COORDINATION
1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS, AND
DRAWINGS OF OTHER TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR SEEING THAT THE WORK OF ALL TRADES IS COORDINATED WITH THE
STRUCTURAL WORK.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DIMENSIONS SHOWN
ON THE CONTRACT DOCUMENTS.
3. ANYTHING WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE
DEFICIENCIES, OMISSIONS, CONTRADICTIONS OR AMBIGUITIES IN THE PLANS
OR SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGNER. CORRECTIONS OR WRITTEN INTERPRETATIONS SHALL BE ISSUED
BEFORE CONSTRUCTION OF THE AFFECTED WORK MAY PROCEED.
4. DETAILS ARE MARKED AT THE SPECIFIC LOCATION WHERE THEY APPLY, BUT
ALSO INDICATE GENERAL CONSTRUCTION REQUIREMENTS FOR OTHER
LOCATIONS WITH SIMILAR CONDITIONS.
5. DETAILS NOTED AS "TYPICAL" MAY NOT BE REFERENCED ON THE DRAWINGS.
TYPICAL DETAILS APPLY AT ALL LOCATIONS WHERE THE TYPE OF
CONSTRUCTION SHOWN IN THE TYPICAL DETAIL OCCURS.
STRUCTURAL STEEL
1. ROLLED STEEL W-SHAPES SHALL CONFORM TO ASTM A992, GRADE 50,
FY=50 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE-E, GRADE-
B, FY=35 KSI. COLD FORMED STEEL TUBING SHALL CONFORM TO ASTM
A500, GRADE-B, FY=46 KSI. ALL OTHER ROLLED STEEL SHAPES, PLATES,
AND BARS, SHALL CONFORM TO ASTM A36, FY=36 KSI. ANCHOR BOLTS
SHALL CONFORM TO ASTM F1554, GRADE 36.
2. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN
ACCORDANCE WITH AISC SPECIFICATIONS, COMMENTARY, AND CODE
OF STANDARD OF PRACTICE.
3. CONNECTIONS NOT DETAILED ON THE PLANS SHALL BE DESIGNED AND
DETAILED BY THE FABRICATOR AND APPROVED BY THE DESIGNER.
CONNECTION DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF
THE NORTH CAROLINA STATE BUILDING CODE AND "AISC SEISMIC
PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, AISC 341-05 & AISC
341S1-05".
4. WELDS:
A. ALL WELDS SHALL BE MADE IN ACCORDANCE WITH AWS D1.1
STRUCTURAL WELDING CODE -STEEL BY THE AMERICAN WELDING
SOCIETY FOR THE MATERIAL BEING WELDED. WELDS SHALL BE
MADE USING E70XX LOW-HYDROGEN ELECTRODES UNLESS
OTHERWISE NOTED.
B. GALVANIZED STEEL SHALL BE WELDED IN ACCORDANCE WITH AWS
D19 -WELDING ZINC COATED STEEL BY THE AMERICAN WELDING
SOCIETY. STEEL SURFACES SHALL BE FREE OF ZINC IN THE AREA
TO BE WELDED.
C. WELDS SHALL BE MADE BY WELDERS WHO HAVE BEEN QUALIFIED
BY TESTS AS PRESCRIBED IN AWS D1.1 BY THE AMERICAN WELDING
SOCIETY, TO PERFORM THE TYPE OF WORK REQUIRED.
D. ALL SHOP AND FIELD WELDS SHALL BE A MINIMUM 1/4", UNLESS
NOTED OTHERWISE. INDICATED WELDING OF CONNECTED PARTS
SHALL BE "CONTINUOUS" OR "ALL AROUND" AS APPLICABLE, UNLESS
NOTED OTHERWISE.
E. WELDS SHALL BE CLEANED AND TOUCHED UP WITH THE
APPROPRIATE PAINT OR ZINC COATING.
F. PROVIDE SEAL WELDS ON ALL WELDED STEEL JOINTS EXPOSED TO
VIEW, MOISTURE, OR CORROSIVE CONDITIONS WHICH WOULD NOT
OTHERWISE BE WELDED FOR STRENGTH.
1. BOLTED CONNECTIONS SHALL BE MADE USING HIGH-STRENGTH BOLTS,
1" DIAMETER CONFORMING TO ASTM A325N, UNLESS OTHERWISE NOTED
ON PLAN. SEE SPECIFICATIONS FOR BOLT TIGHTENING METHODS.
2. SPLICES FOR ALL STEEL MEMBERS NOTED AS "CONTINUOUS" SHALL
OCCUR OVER SUPPORTING MEMBERS.
3. PROVIDE ADEQUATE SEPARATION BETWEEN STRUCTURAL STEEL AND
ALUMINUM AND OTHER DISSIMILAR METALS TO PREVENT GALVANIC
CORROSION. SEPARATION MATERIALS SHALL BE ADEQUATE TO
TRANSFER LOADS.
Mark Date Revision
2
S6.1
3
S6.1
1
S6.1
S6.1
4
TYP
TYP
1
S6.2
TYP
3'-0"
TYP
24'-10 1/8" 25'-2.8"
TYP
25'-2.8"
2'-0"2'-0"2
S6.2
164'-10 7/8" 86'-6"3
S6.3
2
S6.3 38'-0" 80'-7"3'-4 7/8"5'-7 3/4"3'-0" TYP5'-7.3" TYP
164'-0"
3
S6.3
2'-11 5/8"5'-7 1/8"5'-7.3" TYP 3'-0" TYP
EXTEND 4'-0" LUG
CJ TYP.
WALL JOINT SEE DETAIL 3/S8.1 TYP.
EXTEND 4'-0" LUG
SIM.
(116'-0")
RETURN
6'-0"
44'-7"
(113'-0")
(116'-0")SSS
SSINDICATES EXTENT OF
HORIZ. WALL DRAINS
SEE 1/S6.3
PRESSURE RELIEF VALVES
SEE SHEET G.001
S6.3
4
(116'-0")
(116'-0")
(114'-6")
(116'-0")
(116'-0")
3
S6.1
28'-3 1/2"28'-3 1/2"(116'-0")
(114'-6")28'-3 1/2"(113'-0")
JOINT
EXPANSION
2
S2.1
2
S2.1
SIM.
1
S6.3
8'-0"WALL CONSTRUCTION
TYPE B JOINT SEE 3/S8.1
INDICATES JOINT IN
BASE SLAB MAT
INDICATES UNDER SLAB PORE WATER
PRESSURE RELIEF VALVES. SEE
SPECIFICATIONS AND OTHER DRAWINGS
FOR SIZE, SPACING AN FREQUENCY
SFOOTING STEP
1. ELEVATIONS:
A. COORDINATE ELEVATIONS INDICATED ON THIS PLAN WITH ELEVATIONS INDICATED ON
THE CIVIL DRAWINGS. NOTIFY CIVIL AND STRUCTURAL ENGINEERS IF DISCREPANCIES
ARE FOUND.
B. THE FOLLOWING SYMBOLS ARE USED ON THE FOUNDATION PLANS TO NOTE
ELEVATIONS ABOVE (+) OR BELOW (-) THE REFERENCE ELEVATION DEFINED ABOVE.
TOP OF SLAB ( ... )
TOP OF WALL OR LEDGE IN WALL [ ... ]
2.SEE CIVIL DRAWINGS FOR EXTERIOR CONCRETE PADS, DRIVEWAYS, AND SIDEWALKS NOT
SHOWN ON THIS DRAWING.
3.WALL PROJECTIONS, EQUIPMENT, PIERS, AND SIMILAR DETAIL ITEMS MAY NOT BE SHOWN;
SEE ARCHITECTURAL DRAWINGS FOR THESE ITEMS.
4.SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH GEOTECHNICAL
REQUIREMENTS. REFER TO GEOTECHNICAL DRAWINGS AND SPECIFICATIONS.
5.REFER TO CIVIL DRAIWNGS FOR EXTENT OF RIP RAP PROTECTION.
6.REFER TO CIVIL AND GEOTECHNICAL DRAWINGS FOR UNDERSLAB AND WALL DRAINAGE
COMPONENT REQUIREMENTS. FEATURES ARE REFERENCED ON THESE DRAWINGS TO
INDICATE DESIGN REQUIREMENTS ONLY.
7.WATERSTOPS SHALL BE INSTALLED IN ALL CONSTRUCTION AND CONTROL JOINTS OF
WALLS, BASE MATS AND SLABS UNLESS OTHERWISE NOTED.
8.ALL CONCRETE SHALL BE CURED BY APPLICATION OF CURING COMPOUND AND WET
CURING FOR A MINIMUM PERIOD OF 7DAYS. CONCRETE SHALL BE KEPT CONTINUOUSLY
WET DURING THE 7 DAY CURE PERIOD.
9.ALL SUBGRADES AND EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL
ENGINEER IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. REMOVE AND REPLACE
POOR SOIL CONDITIONS AS REQUIRED. PROTECT EXCAVATIONS FROM WEATHER AS
DIRECTED BY THE GT ENGINEER.
TERMINATE REINF. 3" CLEAR
FROM JOINT EACH SIDE
1 1/2" WIDE FORMED
SEALANT JOINT
1" DIA. x 2'-8" STAINLESS STEEL
SMOOTH DOWELS @ 24" O/C.
1 1/2" WIDE x 2" DEEP FORMED
JOINT. FILL W/ POLY-UREA JOINT
FILLER EQUIV. TO METZER
MCGUIRE EDGE PRO 90.
#9 HAIRPINS TO MATCH
CONT. REINF. SPACES, SET
3" CLEAR FROM WATERSTOP
30"
70"
AS NOTED5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NORTH CAROLINA WILDLIFE
RESOURCES COMMISION
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
14.00135TEC
TEC
RHODES POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA N/A 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIRSHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #\\clt01\jobs\2019 Projects\190379\SKA Drawings\190379 - RT19 - S - RHODES POND DAM REPAIR.rvt4/2/2020 2:22:07 PM
S2.1
PLAN
TD
TEC 08/26/2019FOR REVIEW190379
CONSULTING
ENGINEERS
www.skaeng.com
SKA Project Number:
Plotted:
4651 Charlotte Park Dr, Suite 150
Charlotte, NC 28217-1191
t: 704 424 9663 f: 704 424 9665
NC License No. F-0508
SKA Consulting Engineers, Inc.
1/16" = 1'-0"S2.1
1 PLAN
LEGEND
NORTH
FOUNDATION PLAN NOTES
3/8" = 1'-0"S2.1
2 FORMED SEALANT JOINT SECTION
Mark Date Revision
AS NOTED5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NORTH CAROLINA WILDLIFE
RESOURCES COMMISION
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
14.00135TEC
TEC
RHODES POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA N/A 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIRSHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #\\clt01\jobs\2019 Projects\190379\SKA Drawings\190379 - RT19 - S - RHODES POND DAM REPAIR.rvt4/2/2020 2:22:07 PM
S5.1
3D VIEW
TD
TEC 08/26/2019FOR REVIEW190379
CONSULTING
ENGINEERS
www.skaeng.com
SKA Project Number:
Plotted:
4651 Charlotte Park Dr, Suite 150
Charlotte, NC 28217-1191
t: 704 424 9663 f: 704 424 9665
NC License No. F-0508
SKA Consulting Engineers, Inc.
S5.1
1 3D VIEW
NOTE:
IMAGE FOR REFERENCE ONLY SEE PLANS AND
DETAILS FOR CONSTRUCTION REQUIREMENTS
Mark Date Revision
[133.4']
(116'-0")
2'-0"6" CLRTYP BOTT
4" CLR
WALL
3" CLR
5'-0"#7@12" O/C
#6@10"
O/C EF
#8@12" O/C T&B
#7@12" O/C T&B CONT
#7@12" O/C FULL HEIGHT EF
#6@10" O/C CONT EF
10'-6"2'-0"3'-0"
6"3'-0"(113'-0")LAP7'-0"#7 DOWELS @12" O/C
#8 DOWELS @6" O/C
LAP5'-4"6"4" CLR.1'-6"1'-6"
2'-6"1'-6"
[131.0']
2 1 '-0 "COORDINATE LOCATION
AND DIMENSIONS OF
BAFFLES AND CHUTE
WITH CIVIL PLANS
PROVIDE CONTINUOUS
WATERSTOP ALONG
BASE OF WALL. TYP.
PROVIDE CONTINUOUS
WATERSTOP ALONG
BASE OF WALL. TYP.
3'-0"R=9"9 "4 '-0 "6" CLR 6" CLRTYP
4" CLR 4"6" CLR
(4) #6 TYP
3#5 TYP
WALL
3" CLR
4" CLR
1 '-9 "REFER TO GEOTECHNICAL ENGINEER
REQUIREMENTS, SPECIFICATIONS AND
OTHER DRAWINGS FOR SUBGRADE
REQUIREMENTS. OF LABYRINTH BASE MAT.6" CLR #8 @ 12" O/C VERT.
WET FACE.
#6 @ 12" O/C VERT.
DRY FACE.
#6 @ 12" O/C
#8 @ 6" O/C DOWELS
WET FACE.#7 @ 12" O/C DOWELS
DRY FACE. 7'-2 1/4"#6@ 10" O/C CONT EF
#9@8" O/C T&B EW
#6@10" O/C
#7@10 T&B EW
2" KEYWAY TYP
#6@12" O/C EW
1
11
1
CAST 4' LUG SEPARATE FROM SLAB.
ROUGHEN SURFACE TO 1" AMPLITUDE
PRIOR TO CASTING SLAB.
#7@8" O/C (8)#7 CONT1'-10"4'-0"3'-0"
6" CLR
4" CLR2'
-0"1'-7 3/8"

1'
-6"

4"
CLR(116'-0")3'-4"(112'-8")
(108'-6 5/8")
[122.0']
REFER TO GEOTECHNICAL ENGINEER
REQUIREMENTS, SPECIFICATIONS AND
OTHER DRAWINGS FOR SUBGRADE
REQUIREMENTS. OF LABYRINTH BASE MAT.
[112.6']
#6@10" CONT.
#7@10" O/C
T&B EW
SEE CIVIL DRAWINGS
FOR EXTENT AND MIN
DEPTH OF RIP RAP
NC DOT CLASS 2 RIP
RAP FULL DEPTH OR
TURNDOWN
INDICATES UNDER SLAB PORE
WATER PRESSURE RELIEF
VALVES. SEE SPECIFICATIONS
AND OTHER DRAWINGS FOR
SIZE, SPACING AN FREQUENCY
EXTEND CONTINUOUS
HORIZONTAL REINF. INTO
FACE OF SIDE CHUTE WALL
FOOTING. REFER TO 3/S6.3
(TYP.)
2'-0" MIN
BENCH SOIL BENEATH SLOPED
SLAB. PROVIDE 2'-0" MIN LEVEL,
BEARING PLANE OR AS
DIRECTED BY GT ENGINEER.
(116'-0")
PROVIDE CONTINUOUS
WATERSTOP ALONG
BASE OF WALL. TYP.
WALL
3" CLR
#8 @ 12" O/C VERT.
WET FACE.
#6 @ 12" O/C VERT.
DRY FACE.
#6 @ 12" O/C
#8 @ 6" O/C DOWELS
WET FACE.
#7 @ 12" O/C DOWELS
DRY FACE. R=9"PROVIDE CONTINUOUS
WATERSTOP ALONG
BASE OF WALL. TYP.
WALL
3" CLR
#8 @ 12" O/C VERT.
WET FACE.
#6 @ 12" O/C VERT.
DRY FACE.
#6 @ 12" O/C
#8 @ 6" O/C DOWELS
WET FACE.
#7 @ 12" O/C DOWELS
DRY FACE. R=9"6" CLRLAP6'-0"LAP6'-0"1
11
1
1'-6 3/16" 1' -6" 1' -6"
3'-0 5/16" 3'-0"
CAST 4' LUG SEPERATE FROM SLAB.
ROUGHEN SURFACE TO 1" AMPLITUDE
PRIOR TO CASTING SLAB.
#6@ 10" O/C CONT EF
#6@ 10" O/C CONT EF
#9@8" O/C T&B EW
4" CLR
#7@8" O/C
(8)#7 CONT
3'-0"3'-4"4'-0"4" CLR3'-4"[131.0']
(112'-8")
REFER TO GEOTECHNICAL ENGINEER
REQUIREMENTS, SPECIFICATIONS AND
OTHER DRAWINGS FOR SUBGRADE
REQUIREMENTS. OF LABYRINTH BASE MAT.
INDICATES UNDER SLAB PORE
WATER PRESSURE RELIEF
VALVES. SEE SPECIFICATIONS
AND OTHER DRAWINGS FOR
SIZE, SPACING AN FREQUENCY
#9 HAIRPINS TO MATCH
CONT. REINF. SPACES, SET
3" CLEAR FROM WATERSTOP
70"
30"
2'-0"
8" WIDE CURB ALL AROUND EACH
VALVE. REINF W/ (2) #4 OVER
LAPPING HAIR PINS AND (8). #4
DOWELS EPOXIED INTO BASE.
HEIGHT OF CURB TO BE 4" ABOVE
TOP OF VALVE ASSEMBLY OR 8" ;
WHICHEVER IS GREATER.
5'-6"
T Y P
3 " C L R
9
8°
1 '-6 "
SEE SECTION FOR
REINFORCEMENT SIZE
AND SPACING. TYP.LAP. TYP.4'-0" MIN2'-11" 3'-0"
5'-7.3"
JOINT SEALANT SEE
OTHER DETAILS
3/4" DIA. x 2'-0" SMOOTH GREASED,
STAINLESS STEEL BARS @ 24" O/C.
CTR. ON JOINT.
AS NOTED5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NORTH CAROLINA WILDLIFE
RESOURCES COMMISION
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
14.00135TEC
TEC
RHODES POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA N/A 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIRSHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #\\clt01\jobs\2019 Projects\190379\SKA Drawings\190379 - RT19 - S - RHODES POND DAM REPAIR.rvt4/2/2020 2:22:09 PM
S6.1
SECTIONS AND DETAILS
TD
TEC 08/26/2019FOR REVIEW190379
CONSULTING
ENGINEERS
www.skaeng.com
SKA Project Number:
Plotted:
4651 Charlotte Park Dr, Suite 150
Charlotte, NC 28217-1191
t: 704 424 9663 f: 704 424 9665
NC License No. F-0508
SKA Consulting Engineers, Inc.
3/8" = 1'-0"S6.1
2 S E C T I O N -EAST SIDE EMBANKMENT
3/8" = 1'-0"S6.1
1 S E C T I O N
3/8" = 1'-0"S6.1
3 S E C T I O N -SIDE OF LABYRINTH
1/2" = 1'-0"S6.1
4 WALL DETAIL -PLAN VIEW AT WALL RETURNS
Mark Date Revision
2'-0"14'-6"
[133.4']
4'-0"4'-0"
3'-0"4'-0"4'-0"ø 6"
3'-0"2'-0"
[125.2']
[123.1']
2
S6.2
(122'-0")
[131.0']
(116'-0")
[130.0']
1'-3"
ENERGY DISSIPATOR
BEYOND. SEE DETAIL
1/S6.1. COORDINATE
WITH CIVIL DRAWINGS.
[118.9']
SEE DETAIL 1/S8.1 FOR
STEP FOOTING. TYP.
LABYRNTH WALL
BEYOND.
LABYRNTH
FOOTING BEYOND.
SEE DETAIL 2/S6.1
7'-6"7'-6"1'-0"SEE 3/S6.2
FOR CONNECTION
[125.8'] [126.0']
17'-9 1/8"4'-0"
(113'-0")
SEE PLAN FOR
JOINT LOCATION
HSS2x2x1/4" RAIL
POSTS @ 5'-0" MAX.
4
S6.3
16'-0"x16'-0"x14" THICK APRON
MAT W/ #6@10" E.W. TOP &
BOTT. (3" CLEAR TYP.)
NC DOT CLASS 2 RIP
RAP FILL AND ARMOR
#6 DOWELS x 2'-2" DOWELS @ 10"
O/C AND PERIMETER. CTR IN MAT
EPOXY EMBED 8" IN WALL.
THICKEND FACE OF SIDE CHUTE WALL
FOOTING TO MATCH BOTTOM OF
CHUTE WAY TURN DOWN.
[123.07']
[125.17']
Level 1
116'-0"
GALVANIZED METAL GRATING
100 PSF LIVE LOAD
HSS8X6X1/2
HSS6X6X1/2
2'-0"
SEE 2/S-6.1 AND
TYPICLAL OPENING
DETAIL ON S8.1 FOR
REINFORCEMENT
S6.2
3
4'-0"
[133.4']
EMBED
1'-6"
1"X14"X1'-2" A36 STEEL PLATE
W/ (6) 1" DIA BOLTS.
HSS6X6X1/2
(4) -3/4" DIA. x 0'-8" C.I.P. HEADED ANCHOR
FOR DOUBLE ANGLE 3x3x3/8"x0'-6"
(2) -3/4" DIA. THRU BOLTS
DOUBLE ANGLE 3x3x3/8"x0'-6"
1/4 6
1/4 6 42"1/4"x4" KICK PLATE CONT.4 1/2"3 @ 12.5"1.5" DIA. STD PIPE CONT.
1/4" CLOSURE PLATE
SHOP WELD TO FACE OF
HSS PRIOR TO GALV.
AS NOTED5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NORTH CAROLINA WILDLIFE
RESOURCES COMMISION
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
14.00135TEC
TEC
RHODES POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA N/A 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIRSHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #\\clt01\jobs\2019 Projects\190379\SKA Drawings\190379 - RT19 - S - RHODES POND DAM REPAIR.rvt4/2/2020 2:22:10 PM
S6.2
SECTIONS AND DETAILS
TD
TEC 08/26/2019FOR REVIEW190379
CONSULTING
ENGINEERS
www.skaeng.com
SKA Project Number:
Plotted:
4651 Charlotte Park Dr, Suite 150
Charlotte, NC 28217-1191
t: 704 424 9663 f: 704 424 9665
NC License No. F-0508
SKA Consulting Engineers, Inc.
3/8" = 1'-0"S6.2
1 SECTION / ELEVATION EAST SIDE CHUTE WALL
3/8" = 1'-0"S6.2
2 S E C T I O N
3/4" = 1'-0"S6.2
3 TYPICAL HSS WALL CONNECTION
ENTIRE STEEL ASSEMBLY AND BOLTS
SHALL BE HOT DIP GALVANIZED.
Mark Date Revision
WALL
3" CLR
#7@12" O/C
#7@12" O/C EF #7@12" O/C BOTT
#7@12" O/C T&B CONT
#8 DOWELS @12" O/C
#9 DOWELS @6" O/C
#9@12" O/C FULL HEIGHT
#7@12" O/C CONT EF
#8@8" O/C TOP
#7@12" O/C FULL HEIGHT
LAP8'-0"LAP6'-0"3'-0"5'-0" 5'-0"2'-4" 14'-8"6" CLR.4" CLR4" CLR2'-4"
CONT. 6" DIA.
PVC PERF. PIPE STONE FILL.3'-0" #57 WASHED6" DIA. PVC @ 4'-0"
THRU BASE OF WALL
DRAINAGE MAT WITH HEAVY DUTY
FILTER FABRIC FULL HT. OF WALL. SEE
OTHER DRAWINGS AND SPECIFICATIONS.
HEAVY DUTY GEOTEXTILE FILTER FABRIC
AROUND WASHED STONE BACK WRAP
BEHIND WALL DRAINAGE MAT 12" HIGH
(113'-0")
[133.4']
NC DOT CLASS 2 RIP RAP
BACK FILL SEE CIVIL
DRAWINGS FOR EXTENT.
SEE OTHER DRAWINGS FOR
DRAIN PIPE
VARIES
9'-8"(116'-0")
(113'-0")
(122'-0")
DRAINAGE MAT AROUND 24"
WASHED STONE 'BULB' AROUND
CONT. 6" DIA. PERF. DRAIN PIPE.
6" DIA. PVC PIPE WEEPS
@ 4'-0" O/C CONT.
INVERT
1
11
1
4" MUD MAT. TYP UNDER SLAB.
CAST 6' LUG SEPARATE FROM SLAB.
ROUGHEN SURFACE TO 1" AMPLITUDE
PRIOR TO CASTING SLAB.
#7@8" O/C
(10)#7 CONT3'-4"WET SIDE6'-0"3'-0"
(116'-0")
#9@8" O/C T&B EW
4" CLR
4" CLR(112'-8")
ROUGHEN LUG
SURFACE TO 1"
AMPLITUDE
WATER BLAST SURFACE TO
REMOVE ALL DEBRIS, CAST
MAT ON SSD SUBSTRATE
2'-0"8'-0"CONTINUOUS WATER STOP INSTALL 3"
CLEAR FROM MAT E/F. SEE TYPICAL
WATER STOP DETAIL.
WALL
3" CLR
#7@12" O/C
#7@12" O/C EF #7@12" O/C BOTT
#7@12" O/C T&B CONT
#8 DOWELS @12" O/C
#9 DOWELS @5" O/C
#8@10" O/C FULL HEIGHT (FILL FACE)
#7@12" O/C CONT EF
#8@8" O/C TOP
#7@12" O/C FULL HEIGHT
2'-4"
2'-4" 5'-0" 19'-8"
SEE ELEVATION FOR HEIGHT OF WALL
AT TAPER ON EAST SIDE. COORDINATE WITH CIVIL.3'-0"FOOTING STEP BEYOND
5'-0"1'-0"
TURN SLOPED SLAB
EDGE DOWN ON FOOTING
#6 DOWELS @ 10" EA.
FACE OF TURN DOWN
VARIESENERGY DISSIPATION
SLAB SEE 1/S6.1
CONTINUOUS WATER STOP
SEE TYP. DETAIL.
SEE PLAN
EXTEND THICKENED FOOTING
BACK TO AND INTEGRAL WITH
FOOTING KEY.THICKEND FACE OF SIDE CHUTE WALL FOOTING
TO MATCH BOTTOM OF CHUTE WAY TURN DOWN.
CONT. CHUTE SLAB TURN
DOWN REINF. INTO FOOTING
1'-6" 2'-4"
ADD VERT. BARS FOR
SECUREMENT OF
WATER STOP AS REQ'D
SEE 4/S6.1 FOR DOWELS. EXTEND
TO FAR FACE OF CHUTE WALL.
JOINT SEALANT SEE
OTHER DETAILS
3/4" DIA. x 2'-0" SMOOTH GREASED,
STAINLESS STEEL BARS @ 24" O/C.
CTR. ON JOINT.
AS NOTED5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NORTH CAROLINA WILDLIFE
RESOURCES COMMISION
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
14.00135TEC
TEC
RHODES POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA N/A 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIRSHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #\\clt01\jobs\2019 Projects\190379\SKA Drawings\190379 - RT19 - S - RHODES POND DAM REPAIR.rvt4/2/2020 2:22:11 PM
S6.3
SECTIONS AND DETAILS
TD
TEC 08/26/2019FOR REVIEW190379
CONSULTING
ENGINEERS
www.skaeng.com
SKA Project Number:
Plotted:
4651 Charlotte Park Dr, Suite 150
Charlotte, NC 28217-1191
t: 704 424 9663 f: 704 424 9665
NC License No. F-0508
SKA Consulting Engineers, Inc.
3/8" = 1'-0"S6.3
1 S E C T I O N -WEST EMBANKMENT
3/8" = 1'-0"S6.3
2 TYP. BASE MAT CUT-OFF WALL
3/8" = 1'-0"S6.3
3 S E C T I O N / TYP. THRU SIDE CHUTE WALL
3/4" = 1'-0"S6.3
4 LABYRINTH END JOINT
Mark Date Revision
3" CLR.2"X"
MIN.
2'-0" MAX.
NOTE: SEE OTHER
DETAILS FOR DOWELS TO
WALL
CLASS 'B' LAP, U.N.O.
CONT. REINF. IN FOOTING. SEE
FOUNDATION PLAN AND PLAN
NOTES
STEP FOOTING IN EQUAL
INCREMENTS BETWEEN
ELEVATIONS INDICATED ON THE
PLAN ON EACH SIDE OF THE
STEPS
0"3"CLR.MIN.
2'-0"
3" CLR.
FOR ELEVATION OF
TOP OF FOOTING
AT TOP OF STEPS,
SEE PLAN
SHOP BEND STEP
BAR
MAINTAIN SAME CLEARANCE
AND THICKNESS
THROUGHOUT FOOTING ...3"CLR.M A X .4 5 ° 0 0 ' 0 0 "0".3"CLR.STD8004 "X"FOR ELEVATION OF
TOP OF FOOTING AT
BOTTOM OF STEPS,
SEE PLAN
CLASS 'B' LAP, U.N.O.
CORNER 2-LAYER INTERSECTION 2-LAYER
NOTE:
EXTEND TYPICAL
HORIZONTAL WALL
REINFORCEMENT TO
FAR SIDE OF
INTERSECTING WALL
NOTE 1:
ALL BARS SHALL BE PLACED IN
THE PLANE AT SPECIFIED
CLEARANCE FROM THE WALL
FACE (TYP.). BARS ARE SHOWN
OFFSET FOR CLARITY.
VERT. BARS - SEE
OTHER DETAILS
HORIZ. BARS - SEE
OTHER DETAILS
OUTSIDE CORNER DOWELS TO
MATCH SIZE OF HORIZ. WALL
REINF. SPACING SHALL BE 1/2"
OF TYP. HORIZONTAL WALL
REINF. (DOUBLE STEEL AREA)
INSIDE CORNER DOWELS
W/ STD 90° HOOKS SHALL
MATCH SIZE HORIZ. WALL
REINF. SPACING SHALL BE
1/2 OF TYP. HORIZONTAL
WALL REINF. (DOUBLE
STEEL AREA)2" CLR TYP.SEE NOTE 12" CLR TYP
SEE NOTE 148X BAR DIA. LAP MIN.48X BAR DIA. LAP MIN.48X BAR DIA. LAP MIN.
48X BAR DIA. LAP MIN.
NOTE 1:
ALL BARS SHALL BE PLACED IN THE PLANE OF
TYPICAL HORIZONTAL REINF. AT SPECIFIED
CLEARANCE FROM THE WALL FACE (TYP.).
BARS ARE SHOWN OFFSET FOR CLARITY.
48X BAR DIA.48 X BAR DIA.HORIZ. BARS - SEE
OTHER DETAILS
VERT. BARS - SEE
OTHER DETAILS
NOTE:
EXTEND TYPICAL HORIZONTAL
WALL REINFORCEMENT TO FAR
SIDE OF INTERSECTING WALL.
DOWELS TO MATCH SIZE
HORIZ. WALL REINF. SPACING
SHALL BE 1/2 OF TYP.
HORIZONTAL WALL REINF.
(DOUBLE STEEL AREA)
ADDED STRAIGHT BARS TO
MATCH SIZE HORIZ. WALL
REINF. SPACING SHALL BE 1/2"
OF TYP. HORIZONTAL WALL
REINF. ( DOUBLE STEEL AREA)2" CLR. TYP.SEE NOTE 1.2" CLR TYP.
SEE NOTE 1
48X BAR DIA.
NTS
48XBAR DIA.
NTS
PLAN SECTION - HORIZONTAL WALL CONSTRUCTION JOINT PLAN SECTION - VERTICAL WALL CONSTRUCTION / CONTROL JOINT SECTION - MAT FOOTERA B C
FOR WALL REINF.
SEE SECTIONS.
FOR CLEARANCE OF
REINFORCING SEE NOTES
AND SECTIONS
CONT. '2x' KEY
U.N.O., CONT. VERTICAL 11/2"x11/2"
REVEAL FULL HT. OF WALL
CONT. VINYL WATERSTOP
WITH CENTER BULB.
CL. CONST. JT.
EXPOSED FACE
TERMINATE ALL BARS 2" FROM CENTER
OF CONTROL JOINT ON EXPOSED FACE.
TERMINATE ALL
BARS 2" FROM JOINT.(T) WALLTHICKNESSEQ.EQ.LAP
SEE SCHEDULE
SECOND CASTING AT A MINIMUM
OF 28 DAYS AFTER FIRST CASTING
FIRST CAST SEE LAPSCHED.CONTINUE ALL
REINFORCING
THRU JOINT
CONT. VINYL
WATERSTOP w/
CENTER BULB
CONT. 2 x KEY
C.J. - SEE C.J. NOTESFIRST CASTINGSECOND CASTINGFOR SLAB REINF. SEE SECTIONS.
CONT. 2X KEYFOR CLEARANCE OF
REINFORCING SEE NOTES
AND SECTIONS
CONT. SPLIT VINYL WATERSTOP
WITH CENTER BULB.
EXPOSED SURFACE
WET OR FILL FACE
STAGGER LAPS OF ALTERNATING
BARS BY 48 BAR DIAMETERS.
SEE LAP
SCHEDULE(T) SLABTHICKNESSEQ.EQ.SECOND CASTING AT A MINIMUM
OF 28 DAYS AFTER FIRST CASTING
CL. CONSTRUCTION JT.
FIRST CAST
BAR
LAP
BAR
LAP
CONSTRUCTION JOINT NOTES:
1. COARSE AGGREGATE OF FIRST CAST SHALL BE EXPOSED BY ABRASIVELLY BLAST CLEANING FORMED SURFACE.
2. WITHIN 18 HRS PRIOR TO PLACEMENT OF 2ND CAST, APPLY PIN EPOXY BOND CAST EQUIVALENT TO SIKA ARMATEC 110 TO THE 1ST SURFACE.
SURFACE SHALL BE CLEAN AND AT A SSD CONDITION. APPLY EPOXY BOND CAST IN STRUCT ACCORDANCE W/ MANUF'S WRITTEN INSTRUCTIONS.
3. KEYWAYS SHALL BE CONTINUOUS AND BETWEEN 1/4 AND 1/3 OF THE SECTION THICKNESS. U.N.O. KEYWAYS SHALL BE 1 1/2" DEEP ( NOMINAL '2X2 )
WITH BEVELED EDGES FOR REMOVAL.
4. LOCATE CONST. JOINTS AT CONTROL JOINTS. LOCATION SHALL BE APPROVED BY THE DESIGNER PRIOR TO CONSTRUCTION.
3/4" DIA. x 2'-0" SMOOTH GREASED, STAINLESS
STEEL BARS @ 24" O/C. CTR. ON JOINT.
JOINT SEALANT EACH
FACE SEE 2/S8.1
DOUBLE VOLUME OF STEEL FOR A
4'-0" LENGTH IN SECOND CAST.
(REDUCE BAR SPACING TO 1/2 TYP.)
DOUBLE VOLUME OF STEEL FOR A 4'-0"
HT. ABOVE CONSTRUCTION JOINT.
(REDUCE BAR SPACING TO 1/2 TYP.)
NOTE:
JOINT SEALANT REQUIRED
AT WALL JOINTS ONLY.RECESS3/4" DEEP1" JOINT
POLYSULFIDE SEALANT EQUIV TO THIOKOL
2235M CONT. IN EACH FACE OF WALL
CONSTRUCTION AND CONTROL JTS.
ABRASIVELLY CLEAN AND PRIME SIDES OF JOINT
TO RECEIVE SEALANT IN STRUCT ACCORD W/
MANUF'S WRITTEN INSTRUCTIONS. PROVIDE
BOND BREAK TAPE OR EQUAL AT BACK OF JT.
TOOL SEALANT AS
RECC. BY MANUF.
PROVIDE PREFABRICATED FITTINGS
FOR FLAT AND VERTICAL 'TEE', 'ELL'
AND 'CROSS' JOINTS. FIELD WELDS
SHALL BE IN ACCORDANCE W/
MANUF'S RECOMMENDATIONS BY
CERTIFIED INSTALLERS.
3/8" (NON-TAPERED) X 9" WIDE CONT.
FLEXIBLE PVC WATERSTOP
EQUIVALENT TO VINYLEX RB938H.
PROVIDE 'HOG RINGS' OR GROMMETS @ 18" O/C
CONT. IN EACH EDGE, SECURE WATERSTOP TO
ADJACENT REINF. STEEL TO MAINTAIN POSITION
DURING PLACEMENT OF CONCRETE.
3/4" DIA. x 2'-0" SMOOTH GREASED,
STAINLESS STEEL BARS @ 24" O/C.
CTR. ON JOINT.
WET FACE
ADD (1) BAR EA. DIRECTION, EA. SIDE OF
SLEEVE (4 TOTAL). EXTEND BARS 36 x B.D.
BEYOND FACE OF SLEEVE. MATCH BAR SIZE
NORMAL REINFORCEMENT -
SEE OTHER DETAILS
CUT NORMAL BARS AS REQUIRED
SLEEVED OPENING -
COORD w/ EQUIPMENT
NORMAL REINFORCEMENT-
SEE OTHER DETAILS
NOTE:
THIS DETAIL APPLIES AT ALL OPENINGS WHERE NO MORE
THAN ONE BAR IN EACH DIRECTION IS CUT FOR
CONSTRUCTION OF THE REQUIRED OPENING.
ADD REINF. TO MATCH
SCHEDULED BARS, TYP.
ALL AROUND
ADD # 4 x 3'-0" DIAGONAL,
AT EA. CORNER, EA. FACE
GROUP BARS THAT WOULD
NORMALLY PASS THRU OPENING
EQUALLY ON BOTH SIDES TYP.,
EA. FACE. PROVIDE MIN 3" CL.
BETWEEN GANGED BARS.
NORMAL REINFORCEMENT -
SEE OTHER DETAILS
OPENING LARGER THAN 6" DIA.CLR.
2"
NOTCH AND EDGE ANGLE AS PER GRATE
MANUFACTURERS REQUIRMENTS
SEE OTHER DETAILS FOR
WALL REINF. (NOT SHOWN)
TOP OF WALL & PLATE
ASSY. AS PER GRATE
MANUFACTURERS
REQUIRMENTS
SEE OTHER DETAILS FOR
WALL REINF. ( NOT SHOWN )
CONT. L - 3" x 3" x
3/8" (HDG)
w/3/4" DIA. S.S. EPOXY ANCHORS
@ 24" O/C. EMBED 5" MIN. USING
APPROVED EPOXY SYSTEM. SEE
GEN. NOTES, TYP.
1/4" DIA. X 4" HEADED
STUD @ 2'-0" O/C
GRATING FLUSH WITH TOP OF WALL GRATING CONT. OVER TOP OF WALL GRATING ATTACHMENT TO FACE OF EXISTING
WALL OR NEW BEAM
SUPPORT CONDITIONS ARE
TYPICAL U.N.O. ON PLANS OR
DETAILS.
SEE PLAN SEE PLAN
L-3x3x3/8x0'-6" W/ (2) 1/2" DIA.
x 0'-6" EXPANSION ANCHORS
(TYP.) AT CLIP LOCATIONS.
HEAVY DUTY STEEL GRATING
1. PROVIDE STEEL GRATING WITH WELDED CONSTRUCTION OF ALL MEMBERS AND A HOT DIPPED GALVANIZED
FINISH APPLIED AFTER ASSEMBLY IS COMPLETED.
2. MAIN BARS ARE TO BE A MINIMUM OF 1”X 3/16”SPACED 1 3/16”CENTER TO CENTER.
3. CROSS BARS ARE TO BE RECTANGULAR CROSS SECTION, FLUSH WITH TOP OF MAIN BARS AND SPACED 4”
CENTER TO CENTER MAXIMUM. MAIN BARS AND CROSS BARS ARE TO BE SLOTTED AT THEIR
INTERSECTIONS SO AS NOT TO REMOVE EXCESSIVE MATERIAL FROM THE LOAD SUSTAINING MEMBERS.
4. PROVIDE A MINIMUM OF TWO “BANDING”CROSS BARS WELDED TO THE BOTTOM OF THE MAIN BARS, FOR
STABILITY.
5. ALL ENDS OF BEARING BARS ARE TO BE BANDED WITH BARS EQUAL IN SIZE THE MAIN BEARING BARS.
6. GRATING IS TO SAFELY SUSTAIN A UNIFORM DISTRIBUTED LOAD OF 100 PSF ON MAXIMUM SPAN AS
INDICATED, AND DEFLECT LESS THAN L/240.
7. GRATING IS TO SAFELY SUSTAIN A CONCENTRATED LOAD OF 400 POUNDS ON MAXIMUM SPAN, AND DEFLECT
LESS THAN L/240.
8. ALL GRATING IS TO BE ATTACHED TO SUPPORTS BY REMOVABLE HOT DIP GALVANIZED PLATE FASTENERS,
SIZE, NUMBER AND LOCATION TO BE COORDINATED BY THE CONTRACTOR WITH OTHER RELATED TRADES.
GRATING TO BE REMOVABLE WITH A MAXIMUM WEIGHT OF 100#.. PROVIDE A MINIMUM OF TWO (2)
FASTENERS PER PANEL AT EACH SUPPORT AND A MINIMUM OF FOUR (4) FASTENERS TOTAL PER PANEL.
MAXIMUM PANEL WEIGHT SHALL BE
9. ALL GRATING PANELS TO BE ATTACHED AT MIDSPAN BY A BOLTED CONNECTION AND ACCESSIBLE FOR
GRATE PANEL REMOVAL.
10. ALL GRATING IS TO BE DESIGNED AND THE SPECIFIED MINIMUM SIZES ARE TO BE VERIFIED FOR
STRUCTURAL ADEQUACY UNDER THE GIVEN LIVE LOAD CONDITIONS BY THE GRATING MANUFACTURER.
AS NOTED5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
NORTH CAROLINA WILDLIFE
RESOURCES COMMISION
PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
14.00135TEC
TEC
RHODES POND DAM REPAIR
CUMBERLAND COUNTY, NORTH CAROLINA N/A 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIRSHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #\\clt01\jobs\2019 Projects\190379\SKA Drawings\190379 - RT19 - S - RHODES POND DAM REPAIR.rvt4/2/2020 2:22:12 PM
S8.1
TYPICAL DETAILS
TD
TEC 08/26/2019FOR REVIEW190379
CONSULTING
ENGINEERS
www.skaeng.com
SKA Project Number:
Plotted:
4651 Charlotte Park Dr, Suite 150
Charlotte, NC 28217-1191
t: 704 424 9663 f: 704 424 9665
NC License No. F-0508
SKA Consulting Engineers, Inc.
1/2" = 1'-0"S8.1
1
STEPPED WALL FOOTING W/TOP AND BOTT.
STEEL
1/2" = 1'-0"S8.1
4 CONTINUOUS WALL REINFORCING
3/4" = 1'-0"S8.1
3
TYPICAL CONSTRUCTION JOINT DETAILS FOR
LIQUID CONTAINING STRUCTURES
3/4" = 1'-0"S8.1
2 TYPICAL WATERSTOP & JOINT SEALANT
3/4" = 1'-0"S8.1
5 TYPICAL DETAIL SMALL OPENING IN WALL
3/4" = 1'-0"S8.1
6 TYPICAL DETAIL LARGE OPENING IN WALL
1 1/2" = 1'-0"S8.1
7 TYPICAL GRATE SUPPORT DETAILS
Mark Date Revision
GENERA
VALVES
SPACING
PLAN AREA OF HYDROSTATIC PRESSURE RELIEF VALVES
DETAIL 1
DETAIL 2
DOWNSTREAM
LEGEND:
NCDOT NO. 57
NCDOT NO. 78M
NCDOT 2S SAND
1��ipamam�
WEIR FOUNDATION SLAB UNDERDRAIN
9-INCH MINIMUM
9-INCH MINIMUM
CURB TO BE
ELEV 133.4 FT
PROP. SPILLWAY TOP EL - 131.5'
1e'NICK CONC. APRON
PROP. WAVE
8-INCH MIN. OR
PR ON
oman
RIP P RAP TRASH RACK
2 FEET MINIMUM
4 INCHES TALLER
CD'1,FFTRENCH
THAN VALVE
EX. GRADE 10' N1DE TOP OF RISER
EL - 131.0'
25'
.x,
SOUTHERN WINGWALL OF WEIR
PROP. 18• RCP 7•�
_
INV. OUT - 120' CLAY ZONE 2' -
PROP. ENERGY COMPACTED FlLL
EMBANKMENT FILL
DISSIPATOIT RIP RAP COMPACTED FILL
RELIEF,,�
! PROP. 18' RCP
18• RCP � INV. IN - 125' EX. GRADE
CLAY ZONE PROP. 6. ORIFICE W/ TIME
VALVE
COMPACTED FILL INV. EL - 126'
TENCATE G100NC OR EQUAL
PLUNGE POOL COASTAL PLAIN SOILS 2' PROP. GONG. APRON
DRAINAGE COMPOSITE
DAM FOUNDATION TO I EL - 124•
COASTAL PLAIN SOILS BE CONFIRMED BY I
EL - 114'-118' °EOTECH CN COASTALZa LAIN SOILS
ERA UTOFF ERE
ENGIN-121
t112'
FINAL ELEVATION TO BE
DETERMINED BY GEOTEC LAICAL
ENGINEER ON SITE
PROTECTIVE CURB
8 INCHES MIN. OR
4 INCHES TALLER
THAN VALVE
3 FT
4 INCHES
DETAIL 3
WEIR
FOUNDATION
SLAB
PLAN VIEW
WATERMAN PRF-15
HYDROSTATIC PRESSURE
RELIEF VALVE 6-INCH
DIAMETER OR EQUAL
SECTION VIEW
LEGEND:
j -z
NCDOT NO. 78M 9-INCH MINIMUM
NCDOT 2S SAND
9-INCH MINIMUM
SCHEDULE 40 PVC
5'X5' MIRAFI 160N
NON -WOVEN
GEOTEXTILE
CENTERED BENEATH
EACH RELIEF VALVE
HYDROSTATIC PRESSURE RELIEF VALVE
WEEP HOLE
TYPICAL TAILWATER
ELEVATION 122-123 FEET
DETAIL 4
WEEP HOLE
REFER TO INSET
FOR DETAILS
I
o /
O
EMBANKMENT FILL
REFER TO INSET
FOR DETAILS
( � I
HEAT BOND MIRAFI 160N GEOTEXTILE
CONTINUOUSLY TO GEOTEXTILE OF
DRAINAGE COMPOSITE
MIRAFI 160N NON -WOVEN
GEOTEXTILE OR EQUAL
/ \ PERFORATED PVC PIPE
\ 6-INCH DIAMETER WITH
/ WEEP HOLE AT 4 FEET
I OUTLET PIPES
\ /
��INClld8ES_
NO. 57 STONE
WINGWALL DRAINAGE DETAIL
NCDOT NO. 2 RIP RAP
CREST ELEVATION 134.0 FEET
30'131.0 FEET
COMPACTED FILL 1 _
CONCRETE
CLAY
EXISTING SOIL ZONE O 18" RCP
(REFERENCE CONCRETE EXISTING SOIL
STAIRSTEP CRADLE DETAIL)
EXCAVATION FOR
COMPACTION COASTAL PLAIN SOIL
DAM LONGITUDINAL SECTION
NOTES:
1. MINIMUM DIMENSIONS OF CLAY FILL ZONE
CENTERED AROUND PIPE SHOULD BE 10 FEET
ALONG THE PIPE LENGTH AND 10 FEET
LATERALLY ALONG THE EMBANKMENT.
2. TOP OF ELEVATION OF CLAY FILL ZONE SHOULD
BE 130 FEET.
3. CLAY FILL SHOULD BE SOCKETED A MINIMUM OF
2 FEET INTO CLAY FOUNDATION SOIL.
COMPACTED
\ SC/CL FILL SOIL
SC/CLIPFILL SOIL \I
8" MIN 18" 8" MIS
RCP
\ • 8" MIN
COMPACTED SC/CL FILL SOIL
CONCRETE CRADLE DETAIL
i
COMPACTED
SC/CL FILL SOIL
LEAN CONCRETE POURED IN PLACE NEAT
TO EXCAVATION 3,000 PSI (MINIMUM)
DAM REPLACEMENT CONSTRUCTION FOR
DETAIL 6 SMALL SPILLWAY
,oQZN'CARp�•
�: o1ESSi°�y9,•,
,
.' G�:fVGiNE60
"wEE�`�`
-2-'2020
FIGURE NO.
G-001

TOPOGRAPHIC SURVEY55 Broad StreetAsheville, NC 28801828.252.0575NC Firm License # C-0459mcgillassociates.comCUMBERLAND COUNTY, NORTH CAROLINADIVISION VALUE = FEETGRAPHIC SCALE5002550100500JDGCFJCFJJDGAUGUST 23, 201914.00135N/AV-1O:\SURVEY\JOBS\2019\19-141 RHODES POND ADDITONAL MAPPING\DWG\RHODES POND 2019-08-23.DWG PLOT DATE 8/26/2019 12:28 PM GORDON WILSONNO.DATEBYDESCRIPTIONFIGUREOFFICE MANAGERPROJECT MANAGERDESIGNERREVIEWERDATEPROJECT #FUNDING #RHODES POND COMPOSITE MAPPINGREVISIONSNC WILDLIFE RESOURCESCOMMISSION
”55 Broad StreetAsheville, NC 28801828.252.0575NC Firm License # C-0459mcgillassociates.comDIVISION VALUE = FEETGRAPHIC SCALE400204080400N/AO:\SURVEY\JOBS\2019\19-141 RHODES POND ADDITONAL MAPPING\DWG\RHODES POND 2019-08-23.DWG PLOT DATE 8/26/2019 12:28 PM GORDON WILSONNO.DATEBYDESCRIPTIONFIGUREOFFICE MANAGERPROJECT MANAGERDESIGNERREVIEWERDATEPROJECT #FUNDING #REVISIONSTOPOGRAPHIC SURVEYJDGCFJCFJJDGAUGUST 23, 201914.00135V-2RHODES POND COMPOSITE MAPPINGNC WILDLIFE RESOURCESCOMMISSIONCUMBERLAND COUNTY, NORTH CAROLINA