SW1200501_Plan (Set)_20200506

BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL
SCHEDULE OF DRAWINGS
APRIL 2020
VICINITY MAP
G-001 . . . . . COVER SHEET
G-002 . . . . . GENERAL NOTES AND LEGENDS
G-003 . . . . . GENERAL NOTES AND LEGENDS
CE-101 . . . .EXISTING CONDITIONS
C-101 . . . . .SITE PLAN
C-102 . . . . .CAR RIDER ROAD PLAN AND PROFILE
C-103 . . . . .GRADING PLAN
C-104 . . . . .EROSION CONTROL PLAN
C-105 . . . . .STORMWATER PLAN
C-106 . . . . .STORMWATER PROFILES
C-501 . . . . .MISCELLANEOUS DETAILS
C-502 . . . . MISCELLANEOUS DETAILS
C-503 . . . . MISCELLANEOUS DETAILS
C-504 . . . . MISCELLANEOUS DETAILS
C-505 . . . . MISCELLANEOUS DETAILS
C-506 . . . . MISCELLANEOUS DETAILS
2 0 1 2 4
2DIVISION VALUE = FEETGRAPHIC SCALE
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/16/2020 9:09 AM NATHAN SAWYERmcgillassociates.com
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459 19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTSPROJECT ENGINEER
MR. SCOTT BURWELL, PE
55 BROAD STREET
ASHEVILLE, NC 28801
828.252.0575
DEVELOPER
MR. CLARK WYATT, DIRECTOR OF MAINTENANCE
BUNCOMBE COUNTY SCHOOLS
175 BINGHAM ROAD
ASHEVILLE, NC 28806
GENERAL NOTES AND LEGENDS 19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
NOT TO SCALE
N/A
G-002
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:25 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
CTV
000000000000000000000000000000000nnnEXISTING CONDITIONS LEGEND
BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154
GENERAL EROSION CONTROL NOTESEC
43 UPDATED FEBRUARY, 2020
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].
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
GENERAL NOTES AND LEGENDS 19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
NOT TO SCALE
N/A
G-003
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:25 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154
EXISTING CONDITIONS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL DIVISION VALUE = FEETGRAPHIC SCALE
40 0 20 40 80
40
0
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
CE-101
PLAN
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:25 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS
SITE PLAN55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL DIVISION VALUE = FEETGRAPHIC SCALE
30 15 30 60
30
0
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-101
PLAN
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 5:06 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS
CAR RIDER ROAD PLAN AND PROFILE55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
N/A
C-102
PLAN
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:26 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS
###########
#
#
#######PROPOSED CAR RIDER ROAD
GRADING PLAN55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL DIVISION VALUE = FEETGRAPHIC SCALE
40 0 20 40 80
40
0
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-103
PLAN
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:26 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS
nnnnnnnnnnn
n
n
n
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######nnnnnnnnn###########
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######nnnnnnnnnn
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#####n
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n nnnnnEROSION CONTROL PLAN55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL DIVISION VALUE = FEETGRAPHIC SCALE
40 0 20 40 80
40
0
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-104
PLAN
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/16/2020 9:22 AM NATHAN SAWYERNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTSLEGEND
nn####
###########
#
#
#######STORMWATER PLAN55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL DIVISION VALUE = FEETGRAPHIC SCALE
40 0 20 40 80
40
0
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-105
PLAN
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/16/2020 9:22 AM NATHAN SAWYERNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS
STORMWATER PROFILES55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
N/A
C-106
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:27 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS
MISCELLANEOUS DETAILS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL NOT TO SCALE
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-501
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:27 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
INLET PROTECTIONEC
14 NOT TO SCALE
SILT FENCEEC
1 UPDATED MARCH, 2017
NOT TO SCALE
SLOPE MATTING INSTALLATION
UPDATED MARCH, 2017
EC
11 NOT TO SCALE
PIPE OUTLET PROTECTIONEC
17
C C
D D
OR
UPDATED MARCH, 2017
NOT TO SCALE 19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTSTEMPORARY DIVERSION DITCHEC
4 UPDATED MARCH, 2017
NOT TO SCALE
PERMANENT SWALE w/ EROSION

CONTROL MATTINGEC
8 UPDATED MARCH, 2017
NOT TO SCALE
PERMANENT DRAINAGE SWALEEC
7 UPDATED MARCH, 2017
NOT TO SCALE
MISCELLANEOUS DETAILS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL NOT TO SCALE
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-502
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/16/2020 9:29 AM NATHAN SAWYERNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
WATTLE SECTION
STAKE DETAILS
WATTLE DITCH PROTECTIONEC
23 NOT TO SCALE
TEMPORARY CONSTRUCTION ENTRANCEEC
24 UPDATED MARCH, 2017
NOT TO SCALE
TEMPORARY SKIMMER BASIN with RISEREC
28 UPDATED MARCH, 2017
NOT TO SCALE
SKIMMER SEDIMENT BASIN SCHEDULE
BASIN#
TOP
BERM
ELEV.
(ft)
RISER TOP
ELEV. (ft)
EMERGENCY
SPILLWAY
(D x WIDTH)
SKIMMER
INVERT
ELEV. (ft)
BASIN
SIDE
SLOPE
RATIO
BASIN
SPILLWAY
LENGTH
(FT)
BASIN
SPILLWAY
WIDTH
(FT)
SKIMMER
SIZE (IN)
SKIMMER
ORIFICE
SIZE (IN)
BASIN
DEPTH
(FT)
BASIN
BOTTOM
LENGTH
(FT)
BASIN
BOTTOM
WIDTH
(FT)19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTSINLET PROTECTION - WATTLEEC
15 UPDATED MARCH, 2017
NOT TO SCALE
PIPE INLET PROTECTIONEC
18 UPDATED MARCH, 2017
NOT TO SCALE
MISCELLANEOUS DETAILS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL NOT TO SCALE
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-503
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 5:06 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
POROUS BAFFLE DETAIL
UPDATED MARCH, 2017
EC
41 NOT TO SCALE
REINFORCED CONCRETE ENDWALLSD
9 UPDATED MARCH, 2017
NOT TO SCALE 19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTSSTRUCTURE AND PIPE SCHEDULESSD
3 UPDATED MARCH, 2017
NOT TO SCALE
PLAN
A A
PRECAST CONCRETE MANHOLE
MANHOLE STEPS MANHOLE INVERTS
SECTION A-A
PLAN
ELEVATION
SIDE ELEVATION
SECTION A-A
ELEVATION VIEW
PRECAST CONCRETE MANHOLESD
5 UPDATED MARCH, 2017
NOT TO SCALE
MISCELLANEOUS DETAILS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL NOT TO SCALE
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-504
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 5:06 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTSUPDATED MARCH, 2017
PRE-CAST CATCH BASINSD
1 NOT TO SCALE
CATCH BASIN TOP DETAILSSD
2 UPDATED MARCH, 2017
NOT TO SCALE
CONCRETE FLARED END SECTIONSD
11 UPDATED MARCH, 2017
NOT TO SCALE
MISCELLANEOUS DETAILS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL NOT TO SCALE
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-505
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 5:39 PM NATHAN SAWYERNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTS SECTION
CONCRETE BASE AT RISER DETAIL
BIORETENTION CELL #1 DETAILSD
16 UPDATED AUGUST, 2018
NOT TO SCALE
RISER DETAIL
FRONT VIEW of TRASH RACK
NOTES:
4.
6.
7.
SECTION
CONCRETE BASE AT RISER DETAIL
BIORETENTION CELL #2 DETAILSD
16 UPDATED AUGUST, 2018
NOT TO SCALE
RISER DETAIL
FRONT VIEW of TRASH RACK
NOTES:
4.
6.
7.
MISCELLANEOUS DETAILS55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com BUNCOMBE COUNTY, NORTH CAROLINA
BUNCOMBE COUNTY SCHOOLS
CAR RIDER IMPROVEMENTS
FAIRVIEW ELEMENTARY SCHOOL NOT TO SCALE
M. CATHEY
S. BURWELL
N. CROOM
N. SAWYER APRIL 2020 19.00154 N/A
C-506
P:\2019\19.00154-BUNCOMBEBOE-FAIRVIEW ELEM CAR RIDER LANE\DRAWINGS\CIVIL\19.00154 SHEETS.DWG PLOT DATE 4/14/2020 4:28 PM NATALIE CROOMNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #19.00154 BUNCOMBE COUNTY SCHOOLS - FAIRVIEW ELEMENTARY SCHOOL - CAR RIDER IMPROVEMENTSA
A
SECTION A-A
A
A
SECTION A-A
ELEVATION
ELEVATION
DETAIL WITH EXISTING PAVEMENT
DETAIL WITH PROPOSED PAVEMENT
ST
15
CONCRETE CURB & GUTTER (2'-0")
NOT TO SCALE
UPDATED MARCH, 2017
DRIVEWAY TURNOUT WITH GUTTERSST
26 UPDATED MARCH, 2017
NOT TO SCALE
CURB TERMINUSST
40 UPDATED MARCH, 2017
NOT TO SCALE
TYPICAL PAVEMENT REPAIRSST
4 UPDATED JAN., 2020
NOT TO SCALE CHAIN LINK FENCEM
11 UPDATED MARCH, 2017
NOT TO SCALE
ST
12
STANDARD DUTY
PAVEMENT CROSS SECTION
UPDATED MARCH, 2017
NOT TO SCALE
TYPICAL ROAD CROSS-SECTION
WITH CURB & GUTTER
ST
8
UPDATED MAY, 2018
NOT TO SCALE
TYPICAL TRENCHING DETAIL
HDPE PIPE WITH WASHED STONE EMBEDMENT
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008