20201125 Ver 1_15.00391-Civil Set - Full_20200831

HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
JACKSON
PROJECT ADDRESS
US 64 EAST
APPROX 2.25 MILES EAST FROM US-64 AND NC-107 INTERSECTION
CASHIERS, NC 28717
PROPERTY OWNER
TUCKASEIGEE WATER AND SEWER AUTHORITY
ATTN: DANIEL MANRING, EXECUTIVE DIRECTOR
1246 W MAIN STREET
SYLVA, NC 28779
PROJECT ENGINEER
KYLE SEAMAN, PE
55 BROAD STREET
ASHEVILLE, NC 28801
828.252.0575
COUNTY,
NORTH CAROLINA
SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET
G-004 ..... GENERAL NOTES AND LEGENDS
G-005 ..... GENERAL NOTES AND LEGENDS
G-006 ..... PROJECT AREA MAP
COLLECTION SYSTEM
C-101 .....
BURNS STREET FORCE MAIN
STA. 10+00 - STA. 21+50
C-102 .....
BURNS STREET FORCE MAIN
STA. 21+50 - STA. 35+00
C-103 .....
BURNS STREET FORCE MAIN
STA. 35+00 - STA. 50+00
C-104 .....
BURNS STREET FORCE MAIN
STA. 50+00 - STA. 64+00
C-105 .....
BURNS STREET FORCE MAIN
STA. 64+00 - STA. 75+83
C-106 .....
INGLES FORCE MAIN
C-107 .....
US-64 GRAVITY SEWER CONNECTOR
C-108 .....
SPIRAL DRIVE AND US-64 GRAVITY SEWER CONNECTOR
C-109 .....
PEBBLE CREEK DRIVE GRAVITY SEWER CONNECTOR
C-110 .....
US-64 GRAVITY SEWER MAIN
STA. 10+00 - STA. 26+00
C-111 .....
US-64 GRAVITY SEWER MAIN
STA. 26+00 - STA. 41 +50
C-112 .....
US-64 GRAVITY SEWER MAIN
STA. 41 +50 - STA. 54+50
C-113 .....
US-64 GRAVITY SEWER MAIN
STA. 54+50 - STA. 69+00
C-114 .....
US-64 GRAVITY SEWER MAIN
STA. 69+00 - STA. 73+52
C-115 .....
BURNS STREET PUMP STATION
C-116 .....
INGLES PUMP STATION
C-117 .....
MISCELLANEOUS DETAILS
C-118 .....
MISCELLANEOUS DETAILS
C-119 .....
MISCELLANEOUS DETAILS
C-120 .....
MISCELLANEOUS DETAILS
C-121 .....
MISCELLANEOUS DETAILS
WASTEWATER TREATMENT PLANT
CE-201 .... EXISTING CONDITIONS
2000 0 1000 2000 4000 C —2 01 . . . . . SITE P LA N
VICINITY MAP C-202 ..... ROAD "A" &ROAD "B" PROFILES
GRAPHIC SCALE DIVISION VALUE2000 FEET C-203 ..... ROAD 11C", "WELL ROAD" AND STREAM CROSSING PROFILES
C-204 ..... INITIAL GRADING PLAN
C-205 ..... FINAL GRADING PLAN
C-206 ..... INITIAL EROSION CONTROL PLAN
SIGNED AND DATED: C-207 ..... FINAL EROSION CONTROL PLAN
� //// Digitally signed by Kyle
C` ` �/(J / M.Seaman,P.E. C-2O8 INITIAL STORMWATER PLAN
fo°O c�o0
i� �,Yti Date:2020.08.26
Q�o�F `S.)/ oo°o% 10:15:30-04'00'
55 Broad Street ; =oQ� THIS DOCUMENT HAS BEEN DIGITALLY C-209 ..... FINAL STORMWATER PLAN
SIGNED AND SEALED IN ACCORDANCE C-210 ..... STORMWATER PROFILES
= o SEAL g - WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = �0 042470 o Z_ REQUIREMENTS FOUND IN NC C-211 ..... WETPOND DETAILS
Q ADMINISTRATIVE CODE 21-56.1103(E).
�,F moo' THIS DIGITAL SIGNATURE HAS BEEN
828.252.0575 °°�G'1NE�°° P FOUND BY THE NC BOARD OF
00000NC Firm License # C-0459 '��NAELG','` EXAMINERS SURVEYORS TOFOR
MEET ENGINEERS
THESEAND C-212 ..... MISCELLANEOUS DETAILS
�����iiiiill���� STANDARDS. PLEASE CONTACT THE C-213 .... MISCELLANEOUS DETAILS
SIGNER IF YOU NEED ASSISTANCE IN
mcgillassociates.com VALIDATING THE SIGNATURE. C-214 .... MISCELLANEOUS DETAILS
AUGUST 2020 C-215 .... MISCELLANEOUS DETAILS
C-216 .... MISCELLANEOUS DETAILS
C-217 .... MISCELLANEOUS DETAILS
0
0
s

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 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 NCGO1 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.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatterthan 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
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.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
I Permanent Stabilization
■ Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tack[fiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
a Rolled erosion control products with or
reinforcement matting
Without temporary grass seed
• Hydroseeding
■ Appropriately applied straw or other mulch
• Shrugs or other permanent plantings covered
■ Plastic sheeting
with mulch
■ Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control product's With grass Seed
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.
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.
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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
o =o�3ERM a
o n� El o N o� F I N
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IMD-E= , F o A.oN OE.ERMNEo NFE o
No:�NGOE��Ec,a,�a MAN.' �ICIIIN DETERMINED IN FIE�o No.�NGOE���E (,a.�, MAN)
NOTING DEIICE
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
­1 1.111, NOT TO ICIE
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.
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.
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
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
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.
Frequency
Inspect
lduring normal Inspect]on records must include:
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine If a site Inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) F:&SC
At least once per
1- Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
13. Nameof the person performing the inspection,
hours of a rain
4. Indication of whetherthe measures were operating
event > I -pinch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (sDOs)
and within 24
3. Nameof the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event ?1.0inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(41 Perl meter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event Z 2.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or
wetlands onsite
7 calendar days
stream has visible increased turbldity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective a cti ons taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this pe•rnit
of this permit-
lSl Ground After each phase 1- The phase of grading (installation of perimeterE&SC
t.ibilization of grading measures, clearing and grubbing, installation of storm
naasures drainage fact Iities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stahilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible,
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:
Item to Document
(a) Each E&SC Measure has been installed
and does not signiricanLly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC Plan.
(b) A phase of grading has been completed.
(c) Ground cover is located and installed
in accordance with the approved E&SC
Plan.
(d) The maintenance and repair
requirements far all E&SC Measures
have been performed.
Documentation Requirements
Initial and dale each E&SC Measure on a copy
of the approved E&5C Plan or complete, date
and sign an inspection report that lists each
E&SC Measure shown on the approved E&SC
Plan. This documental ion is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
Initial and date a copy of the approved E&SC
Plan a complete, date and sign an inspection
report to indicate earn pie don of the
construction phase.
Initial and dale a copy of Lhe approved E&SC
Plan ar complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
Complete, dale and sign an Inspection report.
(e) Corrective actions have been taken Initial and date a copy of the approved E&SC
Lo E&SC Measures. Plan a complete, dale and sign an inspection
report to indicate Lhe completion of the
correcuive action.
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]
EFFECTIVE: 04/01 / 19
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].
Occurrence
Reporting Tlmeframes (After Discovery) and Other Requirements
(a) Visible sediment
I • Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream a wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment-
rela Led causes, Lhe permltlee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or slate impaired -waters conditions-
(b) Oil spills and
• Within 24 hours, an oral or electranic rtotificatlon. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
bypasses [40 CFR
122.41(mi](3)]
(d) Unanticipated
bypasses [40 CFR
122.41(m)(311
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)]
A report at least ten days before the date of the bypass, if passible.
The report shall include an evaluation of the anticipated quality and
effect o r Lhe bypass.
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar da)s, a report that includes an evaluation of the
quality and effect of the bypass.
• Within 24 hours, an oral or electronic notificalIon.
Within 7calendardays, a report that contains a description of the
noncompllance, and ILs causes; the period or noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated Lime noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence a the noncompliance. (40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
BIDDING DOCUMENTS
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION
EXISTING CONDITIONS LEGEND
0TPED EL
TELEPHONE PEDESTAL
0
CALCULATED POINT
GENERAL EROSION CONTROL NOTES
.PEDC
ELECTRIC PEDESTAL
GIPS
1/2" REBAR SET WITH CAP
t/EC
,CATV
CABLE TV PEDESTAL
®
CONCRETE MONUMENT
43 UPDATED FEBRUARY, 2020
III SIGN
SIGN
®CM-R/W
RIGHT-OF-WAY MONUMENT
J CAN
UNDERGROUND CABLE TV SIGN
EIDOT MON
D.O.T. CONTROL POINT
JUG FOC
UNDERGROUND FIBER OPTIC CABLE SIGN
•RBF
REBAR FOUND
JUG TICS
UNDERGROUND TELEPHONE CABLE SIGN
•RRSPIKE
RAILROAD SPIKE
iUG GAS
UNDERGROUND GAS LINE SIGN
0PK NIL
PK NAIL FOUND / SET
1.
FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
iUG ELEC
UNDERGROUND ELECTRIC LINE SIGN
0 SPINDLE
SPINDLE FOUND / SET
FOR UNCLASSIFIED EXCAVATION.
_�_ LP
LIGHT POLE
®CPHUB
HUB &TACK SET
2.
UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
• UP
UTILITY POLE
®CP/NL GPS
CONTROL POINT NAIL SET / FOUND
THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
E
GUY WIRE ANCHOR
OCP/NL
CONTROL POINT/NAIL SET GPS
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
®TSP
TRAFFIC SIGNAL POLE
OCP/TEMP
CONTROL POINT TEMPORARY MARK
EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
RXR
RAILROAD CROSSING SIGNAL
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
NGS METAL ROD
NATIONAL GEODETIC SURVEY METAL ROD
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST,
Q MH
MANHOLE
® NGS CM
NATIONAL GEODETIC SURVEY CONCRETE MONUMENT
ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
(D SSMH
SANITARY SEWER MANHOLE
0
TEMPORARY CONTROL POINT SET
3.
ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
Q SDMH
STORM DRAIN MANHOLE
NETWORK TRIANGUL
ATION POINT(2)
ANY AREA NOT CLEARED AND GRUBBED.
COMMH
COMMUNICATION MANHOLE
Q ELMH
ELECTRICAL MANHOLE
A STAKE
STAKE FOUND
4.
ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
p J•B.
JUNCTION BOX
4
INTERSTATE HIGHWAY
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES ETC. SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
�' SPIGOT
SPIGOT YARD HYDRANT
66
U.S. HIGHWAY
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
O C.G.
SEWER CLEAN -OUT
ELEVATION
FINISHED FLOOR ELEVATION
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
O E.SS
ELECTRIC SERVICE STUB -OUT
O MW
MONITORING WELL
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND
O G.SS
GAS SERVICE STUB -OUT
•PZ
PIEZOMETER
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
®CB
CATCH BASIN
®
LANDFILL GAS MONITORING PROBE
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
®CI
CURB INLET
®
SURFACE WATER SAMPLING LOCATION
SEPARATE COVER.
OWM
WATER METER
69
LANDFILL GAS VENT
5.
DISPOSABLE MATERIAL
AFH
FIRE HYDRANT
Q
LANDFILL GAS COLLECTION WELLHEAD
tw Wv
WATER VALVE
QW
POTABLE WATER WELL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
Da BLOWOFF
BLOW OFF VALVE
OMB
MAILBOX OR PAPER BOX
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
VALVE
b G/M
GAS METER
OPe
POSTAL DROP BOX
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE
bG/V
GAS VALVE
LSAT DISH
SATELLITE DISH
PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
D-a ICV
IRRIGATION CONTROL VALVE
OYARD ORNAMENT
STATUE, BIRD BATHS, ETC.
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
D-a PIV
POST INDICATOR VALVE
TREES
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
® E.JUNC
ELECTRIC JUNCTION BOX OR OUTLET
SHRUBS /BUSHES
o SIG
BOX
TRAFFIC SIGNAL BOX
(H) HORIZONTAL GROUND DISTANCE
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
(G) NC STATE
PLANE GRID DISTANCE
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
_______________________________
CULVERT
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
x x x
FENCE
D. IF ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES AND
SILT FENCE
WHEN BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
GUARD RAIL
NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY
- - - -S- - - - -S
APPROXIMATE
LOCATION OF
THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING.
EXISTING SEWER
LINES
_ - - - - W- - - - - W_
APPROXIMATE
LOCATION OF
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
EXISTING WATER
LINES
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
APPROXIMATE
LOCATION OF
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE of
_ _ _ _ _ _ _
-G -G
EXISTING GAS
LINES
WAITING FOR A "BURNING DAY".
. I I I I I I I I I I I I I I I I I I I I I I
TOP OF SLOPE
I I I I I I I I I I I I I I I I I I I I I I
TOE OF SLOPE
6.
IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
-DL--_--DL-----DL--
DITCH LINES
CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO DETERMINE THE
APPROPRIATE COURSE OF ACTION. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS,
- - - - -cTv- - - - -cTv-
APPROXIMATE
LOCATION OF
UNLESS SPECIFIED OTHERWISE.
UNDERGROUND
CABLE TV LINE
CTv
APPROXIMATE
LOCATION OF
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
OVERHEAD CABLE TV LINE
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
-----FOC - - - - -FOC-
APPROXIMATE
LOCATION OF
UNDERGROUND
FIBER OPTIC CABLE LINE
8.
THE CONTRACTOR SHALL CONTROL ALL 'DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
- - - -E- - - - -E
APPROXIMATE
UNDERGROUND
LOCATION OF
ELECTRIC LINE
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
E E
APPROXIMATE
LOCATION OF
OVERHEAD ELECTRIC LINE
9.
ALL UPLAND AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
APPROXIMATE
LOCATION OF
ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH,
_ _ _ _ _ _ _
-T -T
UNDERGROUND
TELEPHONE LINES
FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND
GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO
T T
APPROXIMATE
LOCATION OF
ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST
OVERHEAD TELEPHONE LINES
OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
- - - - -ROW- - - - -ROW-
RIGHT-OF-WAY
PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA
TREELINE
BY AREA APPROVAL BY THE ENGINEER.
0 0 0 0 0 0 0
SHRUBLINE
10.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
- - - -
PROPERTY LINE NOT SURVEYED
AASHTO M-36, WITH RE -ROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
.0��������������������������������-
ROCKLINE
12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3
FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS
STREAM LINE
SHALL NOT BE USED.
- - - - - - -
CENTERLINE
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO
q
CENTERLINE VARIANT
AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL 'I TYPE.
-------------- - - ---
SWAM PLINE/WETLANIDS
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER
- - - -LJ- - - - - J
APPROXIMATE
LOCATION OF
THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
OVERHEAD UTILITY LINE
"HANCOR BLUE SEAL" OR APPROVED EQUAL.
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
IPS IRON PIN SET
CMU
CONCRETE MASONRY UNIT
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE
RBF REBAR FOUND
CPP
CORRUGATED PLASTIC PIPE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
OTIPF
DIP
DUCTILE IRON PIPE
AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH RE -ROLLED ENDS AND SHALL BE JOINED WITH
OPEN TOP IRON PIN FOUND
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
CTIPF CRIMPED TOP IRON PIN FOUND
E&T
ELECTRIC & TELEPHONE
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
CMU CONCRETE MASONRY UNIT
FOC
FIBER OPTIC CABLE
SHALL BE 12 GAUGE.
R/W RIGHT OF WAY
GIP
GALVANIZED IRON PIPE
11.
CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
(' CENTERLINE
O/H
OVERHEAD
12.
CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
C CURVE (SEE CURVE TABLE)
RCP
REINFORCED CONCRETE PIPE
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3.
POB POINT OF BEGINNING
U/G
UNDERGROUND
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
VCP
VITRIFIED CLAY PIPE
THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
CP CALCULATED POINT
PVC
POLYVINYL CHLORIDE PIPE
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
PB PLAT BOOK
FFE
FINISHED FLOOR ELEVATION
13.
CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS.,
DB DEED BOOK
PG
PAGE
U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL.
L LINE (SEE LINE TABLE)
REF
REFERENCE
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
BLDG BUILDING
DOT
DEPARTMENT OF TRANSPORTATION
NGS
NATIONAL GEODETIC SYRVEY
14.
CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
CIP CAST IRON PIPE
NCSP
NORTH CAROLINA STATE PLANE
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
CMP CORRUGATED METAL PIPE
MTR BOX
METER BOX
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
CONIC CONCRETE
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS
OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
15.
TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16.
TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
17.
ANY BORROW/WASTE AREAS MUST HAVE AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT
SECURED PRIOR TO ANY INITIATION OF ANY LAND DISTURBING ACTIVITY..
SIGNED AND DATED:
,,, t t t I i I I I,,,, 50 0 25 50 100 SHEET
.�`� N CA R ''%
2o2o.os.25 HORSEPASTURE RIVER
� ,°°°°°°°./ ''% J 14:54:31-04'00'
I FA0000 E') s,oN9°% = WASTEWATER TREATMENT PLANT
55 Broad Street ° Q l o� % THIS DOCUMENT HAS BEEN DIGITALLY GRAPHIC SCALE DIVISION VALUE = 50 FEET GENERAL NOTES AND LEGENDS
oo SEAL o = VVITHETHEAND
STANDARDICERTIFICATIONACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS
Asheville, NC 28801 = ° 039177 0 _ REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 % � °° o v` ADMINISTRATIVE CODE 21-56.1103(E).
° ° THIS DIGITAL SIGNATURE HAS BEEN TUCKASEIGEE WATER & SEWER AUTHORITY
;CG*o `;�GINEE�O° �v: FOUND BY THE NC BOARD OF M. CATHEY N. SAWYER G=004
NC Firm License # C-0459 ''i� TT \ EXAMINERS FOR ENGINEERS AND
'/v,, E. By t�0\ SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
C9 mcgillassociates.com 0111111W STANDARDS. PLEASE CONTACT THE [_
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
rn
M
0
0
a

MAINTENANCE PLAN:
1. All erosion and sediment control practices shall be checked for stability and operation following every runoff -producing
rainfall but in no case not less than once every week. Any needed repairs shall be made immediately to maintain all
practices as designed.
2. Sediment shall be removed from the basins when sediment accumulates to one-half the height of the first baffle. Clean
out and reshape basin back to its' original dimensions. Repair any damaged baffles. Skimmers shall be checked for
clogging and cleaned out.
3. Sediment shall be removed from behind the silt fence when it becomes about one-half the height of the silt fence. The
silt fence shall be repaired as necessary to maintain a barrier.
4. All seeded areas shall be fertilized, reseeded as necessary and mulched according to specifications in the Seeding
Specification to maintain a vigorous and dense vegetative cover.
5. Maintain all matting that has been placed on slopes and in ditches. Check for good ground contact and for the
occurrence of any erosion under the matting. Monitor and repair or replace as necessary.
The Contractor shall maintain Self Inspection Reports as required by NCDEQ and the NPDES Construction Stormwater Permit.
Self -Inspections are to be conducted after each phase of the project for the record of the installation and maintenance of
the erosion control measures. For documentation of Self -Inspection reports and NPDES Self -Monitoring Reports, DWQ and
DEMLR developed a combined form. The Self -Inspection program is separate from the weekly self -monitoring program of the
NPDES Stormwater Permit for Construction Activities. The focus of the self -inspection report is the installation and
maintenance of erosion and sedimentation control measures according to the approved plan. The inspections should be
conducted after each phase of the project, and continued until permanent ground cover is established. The form can be
accessed at: https: //deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms
CONSTRUCTION SEQUENCE:
1.Obtain the erosion control permit from North Carolina Department of Environment Quality.
2.Contact the NCDEQ Asheville Regional Office at [phone] for a pre -construction meeting.
3.Flag work limits before construction activity begins.
4.The Contractor shall be responsible for keeping all records required by NCDEQ for the installation and maintenance of the
site erosion control.
5.Pre-Disturbance notification to NCDEQ Inspector.
6.Construct temporary stabilized construction entrances as shown on plans.
7.lnstall silt fence as shown on plans, clearing only what is necessary to install the silt fence.
8.lnstall temporary stream crossing per plans.
9.Install temporary skimmer basins with riser, barrel, and appurtenances as shown on plans. Adequate ground cover to be
installed on embankments immediately upon construction.
10.lnstall permanent diversions as shown on plans to direct runoff to the skimmer basins. Adequate ground cover to be
installed on permanent diversion ditches immediately upon construction.
11. Notify NCDEQ for inspection of temporary skimmer sediment basins.
12. Upon approval, begin clearing and grubbing.
13. Continue grading of site as shown on plans. Maintain permanent ditches based upon grading such that runoff is directed
to first bay of basins.
14.lnstall inlet protection and rock pipe inlet protection as stated on the plans.
15. Seed/grass for stabilization on all new cut and fill slopes within 7 days after completion of any phase of grading.
16. Erosion control measures shall be maintained during the entire length of the project and until site is stabilized.
17. Upon completion of grading and site stabilization, the contractor shall notify the NCDEQ for post disturbance inspection
of erosion control measures with the NCDEQ inspector. All erosion control measures listed on the plans are to remain in
place, no measure shall be removed without prior approval. A separate report describing final erosion control and
stormwater measures will be submitted to NCDEQ at the request of the owner.
BIDDING DOCUMENTS
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR
CONSTRUCTION
55 Broad Street
McgAsheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
CAR
oN
=oQ�` 9� oy 7
o SEAL o
o 039177 o _
o 0
o
1CG*oFNG I NE���'
oo...00
TT E 1600"
SIGNED AND DATED:
2020.08.25
14:55:57-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO. I DATE I BY
EC
44
NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
UPDATED FEBRUARY, 2020
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), DIVISION
OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING
CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A
COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY (NCDEQ). DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR),
DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE MUST BE
AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY
SECTION.
NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER
STREAM PROTECTION DURING EXCAVATION DETAIL. NATIVE SEEDING AND MULCHING SHALL BE COMPLETED DAILY
IN AREAS NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS SHALL NOT BE
INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT
CLEARANCE. ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
3. NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE
AND DWQ RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.)
4. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS
WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING
CONSTRUCTION.
5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES, LAND QUALITY SECTION.
6. CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS,
AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION
ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED.
7. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM
PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS
WILL BE CONSTRUCTED IN UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
8. PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS
ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. SEED AND PLACE EROSION CONTROL MATTING ON ALL UPLAND CUT AND FILL SLOPES THAT ARE NOT
ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION.
10. ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE
MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE
ALLOWED FOR EQUIPMENT CROSSINGS.
11. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
NATIVE PLANT SEEDING MIX FOR WETLAND STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS
AND TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGON GERARDII), INDIAN GRASS (SORGHASTRUM NUTANS), LITTLE
BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS/ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS/ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLAUCUM) 25 LBS/ACRE
EACH
TREES - SILKY DOGWOOD (CORNUS AMOMUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALNUS
SERRULATA) AND ELDERBERRY (SAMBUUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. USE
ONLY FULLY BIODEGRADEABLE MATTING.
13. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY,
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
14. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
TEMPORARY SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
RYE (grain) 120
SEEDING DATES:
AUG 15 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 IYac GROUND AGRICULTURAL LIMESTONE AND
750 lb ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000lb/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED,
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 100
SWITCHGRASS AND PARTRIDGE PEA MIX 30
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10lb/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
GRASSES IN LATE SUMMER.
SEEDING DATES:
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL 15
LIME
4,000
LBS
FERTILIZER (10-10-10)
1,000
LBS
SOIL AMENDMENTS:
KY-31 FESCUE (POA PRATENSIS)
100
LBS (MOWED AND MAINTAINED AREAS ONLY)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
OR
750 Ib/ac 10-10-10 FERTILIZER.
CREEPING RED FESCUE
100
LBS (NATURAL AREAS AND STREAMBANKS)
STRAW MULCH
60-80
BALES
MULCH:
FOR SUMMER SEEDING ADD TO THE ABOVE:
APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
GERMAN MILLET (SETARIA ITALICA)
40 LBS
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
SMALL -STEMMED SUDAN GRASS (SORGHUM
BICOLOR)
50 LBS
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECALE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER
IS ESTABLISHED OVER ALL DISTURBED AREAS. FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURGE LIVE SEED SWITCHGRASS 4 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL/ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYLOIDES) NEED TO BE
1 /4" - 1 /2". GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A
NO -TILL, DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW
AND PICKER WHEEL AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
DESCRIPTION
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED, RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY.
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (lb/ac)
TALL FESCUE 250 (6 Ib/1000 sq ft)
NURSE PLANTS:
BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN).
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac
GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
50 0 25 50 100
GRAPHIC SCALE DIVISIONVALUE = 50 FEET GENERAL NOTES AND LEGENDS
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
K. SEAMAN
DESIGNER
N. SAWYER
REVIEWER
DATE PROJECT # FUNDING #
JULY 2020 15.00391 USDA-RD
SHEET
G=005
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BURNS STREET
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Digitally signed by Kyle
M. Seaman, P.E.
,� N C A R �lC�/''i� ,�Ll�-�_. Date: 2020.08.26
O` o°O E S .576°ooO �jJ _ i 10:16:15-04'00'
_ �� �9 o y THIS DOCUMENT HAS BEEN DIGITALLY
55 Broad Street SEAL < $ _ SIGNED AND SEALED IN ACCORDANCE
o - WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = 0 042470 o Z = REQUIREMENTS FOUND IN NC
o
828.252.0575 �°o Q� ADMINISTRATIVE CODE 21-56.1103(E).
C9 ��°'oNG1NE��°'° Pam`THIS FOUNDIBIYATHEIGNATURE NC BOARDAOSFBEEN
NC Firm License # C-0459 'i��4L' o0 o.00 C)�/\` EXAMINERS FOR ENGINEERS AND
'i CNAE\- ��` SURVEYORS TO MEET THESE
mcgillassociates.com /"11/11111IIIW STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY
VALIDATING THE SIGNATURE.
C-101
INGLES \
PUMP STATION
C-116
1
E
C-104
C-108
A
C-103
DESCRIPTION
C-109
J6-
S
LIE
I-
C-105
� C-106
} C-107
na
C-112
HORSEPASTURE RIVER 500 250 500 1000
WASTEWATER TREATMENT PLANT
GRAPHIC SCALE DIVISION VALUE = 500 FEET
AND COLLECTION SYSTEM IMPROVEMENTS
OFFICE MANAGER DESIGNER
TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
JACKSON COUNTY, NORTH CAROLINA K. SEAMAN J. MELISKI
DATE
JULY 2020
r.�
HORSEPASTURE
WWTP
U
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
\11
FOR BIDDING
CONSTRUCTION DOCUMENTS
© 2020 Microsoft Corporation © 2020 HERE Lw mr
SHEET
PROJECT AREA MAP
G=006
PROJECT # FUNDING #
15.00391 USDA-RD
m
0
0
:ti

NOTES:
1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE —INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
7572-30-8622
PULLEY, WILLIAM W
FRANK ALLEN RD
7572-30-8893
HOOPER, JOHN H
146 BURNS ST
PROPOSED
REPLACE BURNS STREET
PUMP STATION. REFER TO
SHEET C-115 FOR DETAILS
PROPOSED
6—INCH FORCE MAIN
EXISTING
4—INCH FORCE MAIN
(TO REMAIN)
7572-30-9722
GROUSE POINT LLC
188 BURNS ST
PROPOSED
TYPICAL PAVEMENT REPAIR--,
(PER DETAIL ST-4)
Mgp4F r� /
7572-40-0602
FIELDS, JUDITH G F
188 BURNS ST
C
15" CPP (SE) I.E.: 3475.78'
15" CMP (SW) I.E.: 3475.62'--,,\
ROW — — — — — ROW--7
�G^r
R6,r
titT
11+0p
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MTicN
e,1 sw
I�12+00
1; 18" CPP C7
SON LINE
2 _ Mn� +
— � ROY+({
18.
j.`'S
104 HWY 107 S
PLAN $.' • �T�tit�
so to
NE
pTiP
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21+07572-41 4
1 7
PJWLEETR, MAR ®
7572-41-3180 PAR'
ODOM 124 HWY 107TSUSTEE
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I
7572-40-3937
FOWLER, EDWARD R TRUSTEE
132 HWY 107 S 2 I. 00 ' <�
M rn PM RR ASpI4., nn
' I 490.0
src
• PROPOSED SILT FENCE
(PER DETAIL EC-1) i 7572-41-5031
STRAIGHT EIGHT CO
(TYP.) M /�� GT S HWY 107
°
7572-40-2923 p / 9 I MDH G70"
UCB NORTH CAROLINA PROPERTIES
20 FRANK ALLEN RD Uj/ 00
Post
9+ qa
qG �g 0 Co
CATCH BASII PROPOSED / 44,V, C CggR° 40"
GRATE EL: 3480.8(60—LF 6—INCH DIP FORCE MAIN
15" CPP ) lIE. 1478.4£ INSTALLED BY OPEN CUT
(PER DETAILS S-24 AND W-6) ; �5) `iMF' I �� 1` °R
o s/oT F 6,
o e�'/4�spVo 'GCT / ^� / ' /��I" SANITARY SEWER MANHOLE
ON E v 2 ,� / / �, �ID m / G T"OSCgP TOP EL: 3493.24'
= I E 3482 2 �� /R l ( X 8" DIP (N) I E • 3480 43'
. �.
v �1—RO %1 ��W6ry ,a 8" DIP (W) I.E.: 3480.38'
--ROW-----AOW-- o —ROW—� 4 / 1 1 DTI 1"
1S" Cp GP o I.E.: 485.2� I 1 / / R z
src" cr'���jS�GI/ /- vty
34Bo ' ' _ Cp
SANITARY SEWER MANHOLE--
,.. o---- --- ----- ------
TOP EL: 3477.63 _ qg ,6 cn i
Mgp�F 1 G Fo POST UFo sOgp/,yG > FqR 74„ D
4" C I.E.: 3477.64' — ROW
— >ROW— — — — ROW
___ —ROW--- —ROW— ----ROW--- 0
ROW----- ROW— /
— — —ROW — — — — — ROW I.E.: 3474.63' 1.� 3476.54' A
I.E.: 3481.33'
15" CMP (NE) I.�r-: 3476.25'
1ri" f:PP (NW) LF • 147R wl
7572-40-0458
7572-40-5734
LYONS, MARK III
VALLEY RD
15' CPP (S) I.E.: 3480.00' SANITARY SEWER MANHOLE
18" CMP (E) I.E.: 3479.45' TOP EL: 3483.85'
c Jv.yp,
v tic 11
— — ROW
ON LINE //
I.E.: (S) 3483.27'1 3 I.E.: (W) 4F2.57'
'
Rg /40
eX4TM />
TS I
80Tq �2 �+S
• as
PROPOSED
GRAVEL DRIVE REPAIR
(PER DETAIL ST-6)
7572-41-5028
CASHIERS VILLAGE LLC
57 PILLAR DR
— PROPOSED
TYPICAL PAVEMENT REPAIR
(PER DETAIL ST-4)
PROPOSED
2—INCH AIR/VACUUM RELEASE
VALVE (PER DETAIL S-31)
PROPOSED 7572-40-9807
STRAIGHT EIGHT CO
INLET PROTECTION 179 HWY 107 S
175k o`,,SANITARY SEWER MANHOLE (PER DETAIL EC-20)
TOP EL: 3492.27'
CATCH -BASIN
GRATE EL: 3492.58'
/
I PROPOSED
>eo I NCDOT TRENCH REPAIR
X F (PER DETAIL ST-1)
I \
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
3505
3505
PROFILE
SCALE: HORIZ. 1 "= 50'
VERT. 1 "= 5'
3500
PROPOSED
2—INCH AIR/VACUUM RELEASE
VALVE
3500
3495
3495
L
3490
3490
3485
STORM SEWER
3485
G
F'XISTINv
ROUND
o
3480
3480
3475
15" CMP
STORM SEWER
/
PROPOSED
60 LF OF
6—INCH DIP
FORCEMAIN
8" DIP
SANITARY
EWER
3475
3470
3470
3465
8" DIP
SANITARY SEWER
PROPOSED
6—INCH FORCE MAIN
WITH FITTINGS AS REQUIRED TO MAINTAIN
ALIGNMENT AND 3'-0" MIN. COVER
(PER DETAILS S-24 AND W-6) (TYP.)
3465
PROPOSED
REHABILITATE EXISTING
BURNS STREET PUMP STATION
9+50 10+00
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0 o of E /o�°o� ,
55 Broad Street _� Q� 9<'
Asheville, NC 28801 = � 0 042470 oo SEAL ° z
828.252.0575 �' ' �'
���°°oNGINE;�.00 P
NC Firm License # C-0459 '%, ��°° °°°°°° °SF,,.�
cNAE�
mcgillassociates.com „111111``
11 +00
SIGNED AND DATED:
Digitally signed by Kyle
-I-,
D Seaman,P.E.
'o I Date: 2020.08.26 10:16:49
-0400'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
12+00
NO. I DATE I BY
13+00
DESCRIPTION
14+00
15+00
16+00
17+00
18+00
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
19+00
50 0 25 50 100
GRAPHIC SCALE DIVISION VALUE = 50 FEET
OFFICE MANAGER DESIGNER
M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
K. SEAMAN J. MELISKI
20+00
21 +00 21 +50
BURNS STREET FORCE MAIN
STA. 10+00 - STA. 21 +50
DATE PROJECT # FUNDING #
JULY 2020 15.00391 USDA-RD
BIDDING
DOCUMENTS
SHEET
C=1 01
0 0
0
S

7572-42-6051
CHESTNUT SQUARE PROP OWNER ASSN
CHESTNUT SO
7572-41-1420
WACHOVIA BANK OF NC NA
S HWY 107
7572-41-1361
WACHOVIA BANK OF NC NA
68 HWY 107 S
18" CMP (NE) I.E.: 3480.30'
18" CMP (SW) I.E.: 3480.2V
7572-41-2251
FOWLER, MARVIN 0
96 HWY 107 S 7
PROPOSED
INLET PROTECTION I \
(PER DETAIL EC-15) (TYP.)
7572-41-2152
2MAC LLC
'a HWY 107S
22x �
00
CATCH BASIN '
GRATE EL: 3487.74'
CPP (E) I.E.: 3486.00'
O
�•.
sX4%, 9sq
09
F C72-, - HO 3 B \ \ \
�. fjA \ \ r
/ ti\ S HWY 107\\\3495
�
CH BI�sIN A9�9/i \�� i� ' `ql
J ® GRA EL: \3489.
f'-lam �l op I.E.:::: 3)487.5 \ I �c \ \ '°os,\� \ —a
6- CPP
®----` ----- -mil._ I \ •� ° \ \
7572-41-5720
�\ \ BEJOBONA LLC
Q \\• \ f a 93 US 64 E
//�/ 7572-41-3582 \ - 6�,� l (rF \ \ 0 O, %
HOOPER, CHARLES W JR ETAL 7572-41-2497 HDOPER,MAR GOLD ST JR ETA �c oyQ� \ \
74
47 HWY 107 S \ f''p� \� I N , ^� 1 PRUITTSFELENA9TRUSTEE
7572 P LA N
KINSEY,
48 CHE
SANITARY SEWER MANHOLE
/ TOP EU7344ASS54
CASHIERS VILL E LL
9�q�S, HWY 9
pS� (l•
9'O�
<•� - c /
-ON LINE
BUILDING
127 US 64 E
D.AT� BASIN 92pS ASPH
ORA ELg 3492.29'�_ s ����`^ y -A(��
22 ys,SIN
TE RO
7572-41-3431 . T Z — — __
�I
k KAUFMAN, GIULIANA O
~ �o • — — _ _ _ —'T SR ` w a \ �S n�eF
O 54 MARIGOLD ST �i /� / ,q \ O
A PHgN'�-; \ \ \
7572-41-6 14S� U\ °
PARKERS INVES1AENS INC
7572-42-7036
HARTLEY MOUNTAIN ENT LLC
118 CHESTNUT SQ
PROPOSED
2-INCH AIR/VACUUM RELEASE
VALVE (PER DETAIL S-31)
7572-41-7991
BABB, JORITA R TRUSTEE ETAL
7 LANCE RD
�jSANITARY SEWER MANHOLE 110 US E
TOP EL: 3492.46'
A, �C C � � � 3 ¢" - :<s �p1.•/ � % ! � ��` , �� \� ` \ ` �o \ spy
f "w
PROPOSED SILT FENCE 'sq- �� _'`T
'yq � � \U � � \\� '- i / 4�� LE.: t3492.10'
(PER DETAIL EC-1)
' WqL� (TYP.) SANITARY SEWER MANHOLE
18 CMP
I.E.: 3485.82'
All AT
GRATE BASIN
GRATE EL: 3487.55' PROPOSED
18" CMP (4C) I.E.: 3485.20' ASPHALT DRIVE REPAIR
l/(92ps� 18" CMP (N) (SWFLEE •3483.452
(PER DETAIL ST-5)(TYP.)
►12
I.E.: 3486.56'
SANITARY SEWER MANHOLE
TOP EL: 3488.12'
PROPOSED
GRAVEL DRIVE REPAIR
(PER DETAIL ST-6)(TYP.)
7572-52-0119
CASHIERS BAPTIST CHURCH
62 LANCE RD
^ SANITARY SEWER MANHOLE � � \ \ \ �� D�,c �� � � � \ M \ TOP EL: 3499.90 7572-52-1079
TOP EL: 3497.61' R — _ — �o — CASHIERS BAPTIST CHURCH TRUSTEES
_ US 64 •
GRFFN PROPOSED •
PROPOSED i �A�T ' �� Q ,;• -^� - GRAVEL DRIVE REPAIR
\T..:; G�;- Is
(PER DETAIL ST-6)
6-INCH FORCE MAIN
(PER DETAIL S-24) •% L��c% tigcT+_ ti _ ---- s��M •
572-41-7 84 �/ / T __ � � s`i
ASHIER NDO & 10 INC /� j TCH BASIN�/ r _ cti M
130 E U UN 10 '% 8.57'
7572-41-9735 / y
BLUE RIDGE P..TNS HEALTH PROJECT � UN 18" CMP ^ ^ �'\ T 1/
130 E U UN 12 8
ON LINE ~ \ \ \ _— ��� �\ \ / G� (' _ ��c
L� ` ���`� •
CATCH B IN ( pg - ' �s �" �`•
GRA EL: 34.63' / SPgLT } — A���
18" CPP IN (W) I.E.: 494 .55' _
18" CPP IN (S) I.E.: 34 .40'
18" CMP IN (E) I.E.: 3494.21' _ CATCH BASIN
30" CMP OUT LE.: 3493.63' GRATE EL: 3499.59'
INV. EL: 3496.68' — ` = 1 �\ \ A 6 v
7572-51-0719 I.E.: 3499.59' 4 �7
LE.: 3500.09'
NOTES.
1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
ICHAMI LLC
130 'E"US 64 UN 16 CATCH BASIN
EL: 3500.61/
I.E.: 3501.31' L •
�J ESL cF � ` z— Co
FIELD BY THE CONTRACTOR.
GRATE
8" CPP LE.: 3500.3E '
/ _ �''
� � t\\\
U)
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
18" CMP I.E.: 3498.06'
sTR0 P
O
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
24" CMP I.E.: 3498.51'
�'
cnON
O
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
\
7572-51-1831
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
7572-51-0718
CENTERLINE OF CASHIERS INC
GLENVILLE CASHIERS RESCUE SQUAD INC
E US 64 $
EXCAVATED MATERIAL.
E US 64
PROPOSED •
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
WATTLE INLET PROTECTION
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
(PER DETAIL EC-15)
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
3510
PROFILE
3510
SCALE. HORIZ. 1 "= 50'
VERT. 1 "= 5'
STORM
SEWER
3505
PROPOSED
2-INCH AIR/VACUUM RELEASE
VALVE
3505
,� ✓`
3500
18" CMP
STORM SEWER
3500
3495
30"
STORM SEWER
CMP
3495
0N9—"
3490
8" CHDPE
/
3490
— -
SANITARY
SEWER
3485
18"
CMP
3485
3480
" '
PROPOSED
6-INCH FORCE MAIN
WITH FITTINGS AS REQUIRED TO MAINTAIN
ALIGNMENT AND 3'-0" MIN. COVER
(PER DETAILS S-24 AND W-6) (TYP.)
3480
3475
3475
3470
3470
BIDDING
DOCUMENTS
91+50 99+00 93+00 94+00 95+00 96+00 97+00 919+00 99+()() 3()+()() 31+00 39+()() 33+()() 34+00 35+()()
SIGNED AND DATED:
N ,� A,R,o, SeaDigitallyn, P.E. by KyleM. H O R S E PAST U R E RIVER
I/�� �(�/ Seaman, P.E. 50 0 25 50 100 SHEET
7/j,- f ,XJ.ti—. Date: 2020.08.2610:17:29
°°°°Ess%o°°�' 040 WASTEWATER TREATMENT PLANT BURNS STREET FORCE MAIN
55 Broad Street _� 9 0 7 THIS DOCUMENT HAS BEEN DIGITALLY GRAPHIC SCALE
SEAL WITH THE STANDARD CERTIFICATION DIVISION VALUE = 50 FEET
_ <g _ SIGNED AND SEALED IN ACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS STA. 21+50 - STA. 35+00
- S g =
Asheville, NC 28801 = 7�1 8 042470 ° Z = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 °, °' Q ADMINISTRATIVE CODE 21-56.1103(E).
°�o�/01W,:<o' P I FOUND THIS IBIY THE IGNC BOARD AOFBEEN TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA C=1 02
NC Firm License # C i�// o°000° S�\\� EXAMINERS FOR ENGINEERS AND
,,CHA,F_- ,,` SSURVEYORS TANDARDS. TO P MEET THESE AST CONTACT THE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JACKSON COUNTY NORTH CAROLINA K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
0 0
0
s

PROPOSED
PROPOSED GRAVEL DRIVE REPAIR
ASPHALT DRIVE REPAIR (PER DETAIL ST-6)
(PER DETAIL ST-5)(TYP.)
0
O 0
L0 _ _ iARY SF�IER-MANH$ E -o1 / _j I/ + O O
c� - _ _ _ _-T•GP-EL: 35D� 7-/ li / ! (/ - \ n .. +111
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iS 901/' /_\GR
W°Z BUILDING TREES 75725FJI.E.: 3508.iSTR 1H
U� 1
c
Q I
C
/s� \Ild
9J
PROPOSED
WATTLE INLET PROTECTION
(PER DETAIL EC-20)(TYP.)
7572-52-5074
WILLSON, TOM C
LT B MONTE VISTA RD
PLAN
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(PER DETAIL ST-4)(TYP.) 2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE —INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
PROPOSED
6—INCH FORCE MAIN
7572-62-0226
SAPPHIRE COMMERCIAL LLC
E US 64
PROPOSED
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VALVE (PER DETAIL S-31)
1 �
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SANITARY SEWER MANHOLE
TOP EL: 3534.87'
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7572-62-1770
DILLON, JACK C
47 HUNTER RD
7572-62-2658
DILLON, JACK C
US 64
SANITARY SEWER MANH LE
TOP EL: 3540.22'
14" PVC SERVICE LINE IN I.E.: 3537.97'
4" PVC FORCE MAIN/IN I.E.: 3536.22'
12" DIP GRAVITY SEWER OUT I.E.: 3532.63'
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7572-62-3794
BEAVER CREEK CONSERVANCY LLC
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7572-62-3487
CHRIST CHURCH INC
464 US 64 E
7572-62-5660
ENTEGRA BANK
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r
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3515
3510
3510
3505
3505
3500
3500
35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
SIGNED AND DATED:
Digitally signed by Kyle M.
CARS// y Date: an,P..08.2610:18:09 HORSEPASTURE RIVER 50 25 50 100 SHEET
�ooFEss;o °° °�°
=o°�° �v�v' THIS DOCUMENT HAS BEEN DIGITALLY WASTEWATER TREATMENT PLANT GRAPHIC SCALE DIVISION VALUE = 50 FEET BURNS STREET FORCE MAIN
55 Broad Street _ SIGNED AND SEALED IN ACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS STA. 35+00 - STA. 50+00
g SEAL g = WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = � 8 042470 o Z = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 °, o' Q ADMINISTRATIVE CODE 21-56.1103(E).
=;°�oyGIN,:.o <"P FTHIS OUNDIBIY THEIGNC BOARDAOFBEEN TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA C=1 03
NC Firm License # C i/L// °°oo°° SCE\ EXAMINERS FOR ENGINEERS AND
/,CHAIF-\- \\ SSURVEYORS TANDARDS. TO MEET THESE
CONTACT THE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com JACKSON COUNTY NORTH CAROLINA
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
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7572-73-3301
SAPPHIRE COMMERCIAL LLC
E US 64
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7572-73-8240
\ BENNETT, DON
770 US 64 E
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FOR
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3540
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RELEASE VALVE
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3515
3510
Ivol
II
II
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II
I�
3505
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3505
3500
3500
BIDDING
DOCUMENTS
50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00
SIGNED AND DATED:
I�O // Digitally signed by Kyle M. 5O 0 25 50 100
N`1 /1R Seaman, P.E.
Date: ilally008.26ylyl:05 HORSEPASTURE RIVER SHEET
o�°°°°Ess%o°oo-� 040 WASTEWATER TREATMENT PLANT BURNS STREET FORCE MAIN
° F �,
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55 Broad Street _� 9 07 ; THIS DOCUMENT HAS BEEN DIGITALLY GRAPHIC SCALE DIVISION VALUE = 50 FEET
_ <g _ SIGNED AND SEALED IN ACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS STA. 50+00 - STA. 64+00
- S SEAL g = WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = � 8 042470 o Z = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 o °, o' Q ADMINISTRATIVE CODE 21-56.1103(E).
M C9 I=;°�oyGINE�;o' P FTHIS OUND IBIY THE IGNC BOARD AOFBEEN TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA C=1 04
NC Firm License # C i��/L/X 00000° S�\\� EXAMINERS FOR ENGINEERS AND
ii��CHAIEL\�`` SSURVEYORS TANDARDS. TO MEET THESE
AST CONTACT THE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com JACKSON COUNTY NORTH CAROLINA
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
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PROPOSED
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7572-83-0344
JACKSON COUNTY ABC BOARD
LTAEUS64
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STORM DRAIN MANHOLE
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36" CMP I.E.: 3509.91'
PROPOSED
MANHOLE #37
(SEE SHEET C-107)
7572-83-3312
DARRE, LOUIS E
818US64E
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7572-83-6781
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CHATTOOGA RIDGE CASHIERS LLC
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PROPOSED
6-INCH FORCE AIN
NOTES:
1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
PROPOSED
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FORCE MAIN TO MANHOLE
(PER DETAIL S-30)
PROPOSED
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GRAVITY SEWER LINE
(SEE SHEET C-107)
PROPOSED
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GRAVITY SEWER LINE
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PROPOSED MANHOLE #1
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3535
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3510
3510
PROPOSED
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6-INCH FORCE MAIN
WITH FITTINGS AS REQUIRED TO MAINTAIN
3505
ALIGNMENT AND 3'-0" MIN. COVER
(PER DETAILS S-24 AND W-6) (TYP.)
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3500
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
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FOR
CONSTRUCTION
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:CT 6-INCH
MAIN TO MANHOLE
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BIDDING
DOCUMENTS
64+00 65+00 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 76+00
SIGNED AND DATED:
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oo,°Essio�o��''�; ice^ 911- Date: 2020.08.2610:19:54 WASTEWATER TREATMENT PLANT BURNS STREET FORCE MAIN
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_ <g _ SIGNED AND SEALED IN ACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS STA. 64+00 - STA. 75+83
- S SEAL =
Asheville, NC 28801 = � 8 042470 o g WITH THE STANDARD CERTIFICATION Z = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
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SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
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36" CMP I.E.: 3509.91'
PROPOSED
ASPHALT DRIVE REPAIR
(PER DETAIL ST-5)
\-- PROPOSED MANHOLE #38
(SEE SHEET C-107)
7572-83-0344
JACKSON COUNTY ABC BOARD
LTAEUS64
CATCH BASIN
GRATE EL: 3515.70:
4" PVC I.E.: 3512.79
4" PVC I.E.: 3512.40'
15" DIP I.E.: 3511.99'
18" CMP I.E.: 3510.45:
24" CMP I.E.: 3509.06
9S� v O ON LINE
MgO�F y9! O a
�4' O L<7 Qoit_
ASPHALTPARKING
11
11
11 gip_
11
I.E.: 3512.85'
11-p
11
---U---
v
4" PVC
ON LINE -+
0
A
O
cL
ON LINE
PROPOSED
INLET PROTECTION
(PER DETAIL EC-15) (TYP.)
PROPOSED MANHOLE #35
(SEE SHEET C-107)
PROPOSED MANHOLE #34
(SEE SHEET C-107)
I.E.: 3513.85'
O p O
0 00 p O p to
+ + z0 06 + + +
0 to
I� N N +
� � N
I� WOOD FENCE / 1 JEELINE TREE LI WO FENCE
T — U �— �—�— — — U — — — 77— —.I.i i..T. .T.. . ; �.7-, 7i l'� ll—A 7t 7. _ J�77=1_'7 2&0§_, \
I \
S/8 Or W / TREE LINE v Ul4
ReF q<< EXPOSED TOP EL: 3519.01'
12" CPP ON LINE
O TOP EL: 3519.92' I .E.: 3514.71'
CATCH BASIN a
Ci TCH BASIN GRATE EL: 3515.80'
9 GRATE EL: 3517.32' 18" CPP I.E.: 35, 3.00' 2" ATER
7
70 18" CMP I.E.: 3513.51' 12" CPP I.E.: 3512.99' STU
13
CAT BASIN 9GRA EL: 3517.82'
12" C P I.E.: 3516.05'
PROPOSED MANHOLE #37
(SEE SHEET C-107)
18" CMP I.E.: 3512.87'
v'•'
WOOb FEN(JETTT-rl—I^f^ -rTT 11
I I r 1 -1 F 1 l I
15" CPP 1
12" CMP
\URj
ON LINE
I- Ppp
D I.E.: 3520.72'
I.E.: 3528.56'-
\ \
L ON LINE
/
\
x
9
_
CATCH BASIN
GRATE EL: 3519
39'
G 15" CPP I.E.: 3517.46' PROPOSED
LQ 15" CPP I.E.: 3517.40' GRAVEL DRIVE REPAIR
18" CMP I.E.: 3517.32'
(PER DETAIL ST-6)(TYP.)
3g84sp
92\ yFgs;3s/
• psp), SMITHMITH,, WILEYLEY A
�t,•)/6;'tsr 976 US 64 E
,
7572-83-5517 7 ' 1
CHATTOOGA RIDGE CASHIERS LLC
US64E
PROPOSED MANHOLE #36
(SEE SHEET C-107)
NOTES:
1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
7572-83-3312 SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE —INSTALL EXISTING UTILITY CABLES.
DARRE, LOUIS E 6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
818 US 64 E 7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
Up
3533.05'
4 �
S/CiyN�Sc9p/NG < / gTFRFG. 353992, I \ y
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A �
PROPOSED
CONNECT 4—INCH FORCE MAIN
TO MANHOLE #1
/ (PER DETAIL S-30)
PROPOSED
8—INCH GRAVITY SEWER LINE
(SEE SHEET C-107)
PROPOSED 12—INCH
GRAVITY SEWER LINE
(SEE SHEET C-114)
PROPOSED MANHOLE #1
(SEE SHEET C-114)
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
3540
PROFILE
3540
SCALE- HORIZ. 1 "= 50'
VERT. 1 "= 5'
3535
PROPOSED
WYE CONNECTION POINT
WITH TWO (2) PLUG VALVES TO
TWO (2) 4—INCH FORCE
MAINS (PER DETAIL S-37)
3535
3530
PROPOSED
CONNECT 6-
FORCE MAII
TO MANHOLE
(PER DETAIL
3525
3525
OUNO
3520
18"
TMP
3520
STORM SEWER
3515
II 'STORM
6'$ CMP
SEWER
12" CMP
STORM SEWER
PROPOSED
4—INCH FORCE MAIN
AND 6—INCH FORCE MAIN
WITH FITTINGS AS REQUIRED TO
MAINTAIN ALIGNMENT AND S-0" MIN. COVER
FORCE MAINS TO BE INSTALLED ADJACENT TO EACH
OTHER ON BENCH IN SAME TRENCH
AS 8—INCH GRAVITY SEWER (PER DETAIL S-23)
3515
3510
STORM
EWER �, ,
`I,I
3510
3505
3505
3500
3500
BIDDING
DOCUMENTS
-INCH AND 4—INCH
is
- #1
S-30)
9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00
SIGNED AND DATED:
1111 I I I 1 1 �� Digitally signed by Kyle M.
C A R��� e:202008.26 10:20:41 HORSE PASTURE RIVERSHEET
5° z5 5° 1 °°
Sea
o°°oo ..So ooO ''�-04'00'
0o oFE 0, %ti ; WASTEWATER TREATMENT PLANT
55 Broad Street _� 9 0� ; THIS DOCUMENT HAS BEEN DIGITALLY GRAPHIC SCALE DIVISION VALUE = 50 FEET I N G LES FORCE MAIN
_ <g _ SIGNED AND SEALED IN ACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS
o SEAL o = WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = 7�1 8 042470 o Z = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 1 o' Q S ADMINISTRATIVE CODE 21-56.1103(E).
=;<'`'°°oyG,NE�;�' P FTHIS OUNDIBIY THEIGNC BOARDAOFBEEN TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA C=1 06
NC Firm License # C i/li/� 00000° S�\\� EXAMINERS FOR ENGINEERS AND
��CHAIELI\`� SSURVEYORS TANDARDS. TO MEET THESE
CONTACT THE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
M C9 I
mcgillassociates.com JACKSON COUNTY NORTH CAROLINA
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
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EXISTING 4-INCH
INGLES FORCE MAIN
SIGN
PLAN
PROPOSED 8-INCH
GRAVITY SEWER LINE
(SEE SHEET C-109)
rr�
C�]
x PROPOSED
tv w LL 6-INCH FORCE MAIN
(SEE SHEET C-105)
CATCH BASIN
GRATE EL: 3519.10'
m 36" CMP I.E.: 3507.40'
O Z Q 24" CMP I.E.: 3507.33'
O
Z Q
O ` y L
Mp++cSI _
O J1LA
_ I
ALLON ROC WALlco SIN
Q GRATE EL: 3519.43'
''I--^ -- u - u---- ----
PROPOSED
4-INCH FORCE MAIN
(SEE SHEET C-106)
CATCH BASIN
GRATE EL: 3512.4(
18" CMP I.E.: 3507.0;
Ce
PROPOSED
ASPHALT DRIVE REPAIR
CATCH BASIN (PER DETAIL ST-5)
PROPOSED GRATE EL: 3515.70'
�\� 4" PVC I.E.: 3512.79'
ASPHALT DRIVE REPAIR 4" PVC Iy
.E.: 3512.40'
(PER DETAIL ST-5) 15" DIP I.E.: 3511.99' _
��� 18" CMP I.E.: 3510.45' ON PVC NE -+ I.E.: 3513.85'
24" CMP I.E.: 3509.06' o
D A
LO ON LINE
OL
O p O 9S� 00 O ON LINE O O 00 Q a
O++ O p+ O MgA�F y91,+ O+ + .c_ + +-
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U--- -------U--- '-U---- U
-PROPOSED
INLET PROTECTION
(PER DETAIL EC-15)(TYP.)
O z O
+ O 006 1+
I� on-
�n
u
/ 11 WOOb FEhGjET'T-r-r�l"I"f"
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15' CPP
111 12" CMP
U HWY 64E I E • 3512 85' n \ ON LIN U
t-i i4
'{ 30"' CPP -___�==--- -_ - % �� � W`
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w Q= ___------ WA L ON LINE\
Z IIIT D 15" CPP GAP
_ I I ON LINE
J �
RSIN STORM DRAIN MANHOLE
U1.41 130" CPP TOP EL: 3518.42'
•84' ON LINE 15" CPP I.E.: 3511.95'
F- 77' 30" CPP I.E.: 3511.57'
PROPOSED MANHOLE 36" CMP I.E.: 3509.91'
MH #38
STA. 10+00.00 PROPOSED MANHOLE
N:523437.12 MH #37
E: 777920.11 STA. 13+16"08
N: 523582"31
E: 778200.87
PROPOSED
ASPHALT DRIVE REPAIR
(PER DETAIL ST-5)
7572-83-0344
JACKSON COUNTY ABC BOARD
LTAEUS64
7572-83-3312
DARRE, LOUIS E
818US64E
ON LINE E \
/ -�-- =- --- --�-- -"
'NO- ----- 15 epp
rap
TREE LINE ! C I. 3528.56'
CK W444 /EXPOSED TOP EL: 3519.01'
'� e0�ry 49c \ v LL�ON LINE I.E.: 3520.72'
12" CPP ON LINE r
O TOP EL: 3519.92' CATCH BASIN N �0 \ �' �
\ I.E.: 3514.71' �I 9
C� TCH BASIN GRATE EL: 3515.80' CATCH BASIN
9 GRATE EL: 3517.32' 18" CPP I.E.: 3513.00' 2" WATER G m nRe TC ci. zl,n z.
PROPOSED MANHOLE
MH #35
STA. 18+84.26
N: 523855.84
E: 778698.87
O
O Cr
00 + O �(D
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cV N
TREE LIN WOOD NCE
I I I I I I I I I I I I I I I I I� -ICI I I
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A
70 18" CMP I.E.: 3513.51' 12" CPP I.E.: 3512.99' STUB \ G L15".... CPP I.E V3517.46' \- PROPOSED
d 18" CMP I.E.: 3512.87' LQ 15" CPP I.E.: 3517.40' GRAVEL DRIVE REPAIR
18" CMP I.E.: 3517.32'
� '8" (PER DETAIL ST-6)
PROPOSED MANHOLE F<38g9a';ST"IZ)M°�F \7572-83-67
CAT BASIN - MH #36 A�t01 92j,6 MFAS:3S�6 SMITH, WILEY
p E GRA EL: 3517.82' 976 US 64
STA. 16+26.36 -5517 ,�6�7
12" C P I.E.: 3516.05' \
N: 523730.45 I EASHIERS LLC
E: 778473.51
NOTES:
1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
PROPOSED MANHOLE
MH #34
STA. 20+67.70
N: 523941.48
E: 778861.10
PROPOSED MANHOLE
(PER DETAIL S-1)(TYP.)
PROPOSED
8-INCH GRAVITY SEWER LINE
(PER DETAIL S-4)(TYP.)
PROFILE
SCALE- HORIZ. 1 "= 50'
/
VERT. 1 "= 5'
3535
3535
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55 Broad Street
Asheville, NC 28801
828.252.0575
mcgill NC Firm License # C-0459
m cg i I lassociates. com
SIGNED AND DATED:
\
\ N C Ace R O / ///
O.oOl f�S J/o Q °o o�jJ_
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Digitally signed by Kyle M.
Seaman, P.E.
Date: 2020.08.2610:21:18
-�100
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS MEET THESE
STANDARDS. TPLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
HORSEPASTURE RIVER 50 0 25 50 100
WASTEWATER TREATMENT PLANT
GRAPHIC SCALE DIVISION VALUE = 50 FEET
AND COLLECTION SYSTEM IMPROVEMENTS
OFFICE MANAGER DESIGNER
TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
DESCRIPTION JACKSON COUNTY, NORTH CAROLINA K. SEAMAN J. MELISKI
21 +00
PROPOSED
GRAVEL DRIVE REPAIR
(PER DETAIL ST-6)
W D F C
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PROPOSED 12-INCH
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PROPOSED MANHOLE #1
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FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
US-64 GRAVITY SEWER
CONNECTOR
DATE PROJECT # FUNDING #
JULY 2020 15.00391 USDA-RD
BIDDING
DOCUMENTS
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7572-83-5517
CHATTOOGA RIDGE CASHIERS LLC
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PROPOSED MANHOLE I
MH #38
STA. 10+00.00 I
N: 523437.12
E: 77792 .11
7572-73-8240
BENNETT, DON
770 US 64 E
PROPOSED MANHOLE -
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FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
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SIGNED AND DATED:
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Digitally signed by
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C A R
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ADMINISTRATIVE CODE 21-56.1103(E).
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NO.
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15+00 16+00 17+00 18+00 19+00 20+00
HORSEPASTURE RIVER 50 a 25 50 100
WASTEWATER TREATMENT PLANT
GRAPHIC SCALE DIVISION VALUE = 50 FEET
AND COLLECTION SYSTEM IMPROVEMENTS
OFFICE MANAGER DESIGNER
TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
JACKSON COUNTY, NORTH CAROLINA K. SEAMAN J. MELISKI
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N: 523065.58
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FINAL DRAWING
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NOT RELEASED
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DATE PROJECT # FUNDING #
JULY 2020 15.00391 USDA-RD
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NOTES:
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FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
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Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
I.E.: 3508.58'
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THIS DOCUMENT HAS BEEN DIGITALLY
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ADMINISTRATIVE CODE 21-56.1103(E).
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FOUND BY THE NC BOARD OF
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HORSEPASTURE RIVER 50 0 25 50 100
WASTEWATER TREATMENT PLANT
GRAPHIC SCALE DIVISION VALUE = 50 FEET
AND COLLECTION SYSTEM IMPROVEMENTS
OFFICE MANAGER DESIGNER
TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
BY DESCRIPTION JACKSON COUNTY, NORTH CAROLINA K. SEAMAN J. MELISKI
FINAL DRAWING
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ADMINISTRATIVE CODE 21-56.1103(E).
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11 I I I 1 11
SIGNED AND DATED:
Digitally signed by Kyle M.
Seae:202008.26
HORSE PASTURE RIVER
5°
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C A R�'%,
SS/0'�9��';
fl�01-014001
10:24:06
TREATMENT PLANT
GRAVITY SEWER MAIN
55 Broad Street
Asheville, NC 28801
_<o _
- 00 SEAL 0 =
= � 0 042470 0 Z =
THIS DOCUMENT HAS BEEN DIGITALLYWASTEWATER
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
AND COLLECTION SYSTEM IMPROVEMENTS
GRAPHIC SCALE
DIVISION VALUE = 50 FEETUS-64
STA. 26+00 -STA. 41+50
OFFICE MANAGER
DESIGNER
828.252.0575
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=;000/VGINE�;�' P
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITALSIGNATURE
BOARDAOFBEEN
TUCKASEIGEE WATER & SEWER AUTHORITY
M. CATHEY
I.MESSINA
NC Firm License # C_
i,�L// 0000, C�\'
EXAMINERS FOR ENGINEERS AND
PROJECT MANAGER
REVIEWER
DATE
PROJECT #
FUNDING #
JACKSON COUNTY NORTH CAROLINA
mcgillassociates.com
'''��HAIF-\- �,
SSURVEYORS TANDARDS. TO MEET THESE
CONTACT THE
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NO.
DATE
BY
DESCRIPTION
K. SEAMAN
J. MELISKI
JULY 2020
15.00391
USDA-RD
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758-15-3191
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FIELD BY THE CONTRACTOR.
LOT 2 US 64 lH
2.
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STA. 44+90.83
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N: 525158.75
4.
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EXCAVATED MATERIAL.
E:781189.83
nononcrn "�4NHOLE 5.
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CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
rRvF \n,SLD
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED
IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
MH #17
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
---
NISve -_-� = -� � \ � \-
6.
STA. 46+75.54 7.
ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
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N• 52514062
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TOOLE, WILLIAM F
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SIGNED AND DATED:
Digitally signed by Kyle
HORSEPASTURE RIVER
5° ° z5 5°
�°°SHEET
N000000R,
=��°FESS�0,,9oo
DM. ateman:826
WASTEWATER TREATMENT PLANT
US-64 GRAVITY
SEWER MAIN
- 55 Broad Street
Asheville, NC 28801
__ oQ <o _
g SEAL g =
= � 8 042470 o Z =
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
AND COLLECTION SYSTEM IMPROVEMENTS
GRAPHIC SCALE DIVISION VALUE
= 50 FEET
STA. 41+50 -
STA. 54+50
C=1 12
OFFICE MANAGER
DESIGNER
828.252.0575
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=;F`'�F;YGINE;;�' P
ADMINISTRATIVE CODE 21-56.1103(E).
FTHIS OUNDIBIY THEIGNC BOARDAOFBEEN
TUCKASEIGEE WATER & SEWER AUTHORITY
M. CATHEY
I.MESSINA
NC Firm License # C_
Lj//l 00000o S�\\�
EXAMINERS FOR ENGINEERS AND
PROJECT MANAGER
REVIEWER
DATE
PROJECT #
FUNDING #
JACKSON COUNTY NORTH CAROLINA
mcgillassociates.com
''//�/"~IHA ��t�``\\
SSURVEYORS TANDARDS. TPLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
K. SEAMAN
J. MELISKI
JULY 2020
15.00391
USDA-RD
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(PER DETAIL S-1) N: 524792.31
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NOTES:
N: 5214754.75
1 LOCATIONSUTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
E:779748.14FIELD
FINAL DRAWING
THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
FOR REVIEW
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
PURPOSES ONLY
4 COEXCAVATED MATERIAL. PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
NOT RELEASED
5. CONTRACTOR ALL UTILITY OR TO
PROVIDE I
FOR BIDDING
COUNTERED NGCONFLCT WITHEXACTOPROPOSEDTING UTILITY LANE,LINES
CONSTRUCTION.HIFLEXIISTINGCUTILTY CABLES ARE CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
CONSTRUCTION DOCUMENTS
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
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WASTEWATER TREATMENT PLANT
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GRAPHIC SCALE DIVISION VALUE = 50 FEET
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EXAMINERS FOR ENGINEERS AND
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NO.
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JULY 2020
15.00391
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PROPOSED MANHOLE
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E: 779231.57
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1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY INFORMATION PROVIDED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
7. ALL UTILITY LINE INSTALLATIONS SHALL BE A MINIMUM OF 3' OFF THE EDGE OF PAVEMENT UNLESS SHORING MEASURES
APPROVED BY NCDOT AND THE ENGINEER ARE UTILIZED.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
BIDDING
DOCUMENTS
SIGNED AND DATED:
°ed�m P9°ed�KYeM HORSEPASTURE RIVER
' ` ��/� 50 0 25 50 100 SHEET
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SIGNER IF YOU NEED ASSISTANCE IN F DATE BY DESCRIPTION JACKSON COUNTY NORTH CAROLINA K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
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LOCKABLE A(
GROUND
ALARM
LAG PUMP ON
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PUMPS OFF
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828.252.0575
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SIGNED AND DATED:
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D
'o I Date: 2020.08.26 10:27:41
-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
CONNECT TO PROPOSED
6—INCH FORCE MAIN
6—INCH PLUG VALVE PROPOSED CONNECTION TO EXISTING
AND BOX (PER DETAIL W-9) ► 4—INCH FORCE MAIN
PROPOSED DUPLEX SKID MOUNTED
SUCTION LIFT PUMPS
EXISTING 6'-0" 1.0
WET WELL
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NO. I DATE I BY
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H PLUG VALVE
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DATE
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FINAL DRAWING
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PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
BURNS STREET PUMP STATION
JULY 2020
PROJECT #
15.00391
FUNDING #
USDA-RD
BIDDING
DOCUMENTS
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//1111110 0
SIGNED AND DATED:
Digitally signed by Kyle M.
Seaman, P.E.
Date: 2020.08.2610:29:08
-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
ISCHARGE
TO EXISTING
ORCE MAIN)
9
PROPOSED
DUPLEX SKID MOUNTED
SUCTION LIFT PUMPS
EXISTING 8'-0" I.D.
WET WELL
PUMP STATION DETAILS
1/2" = 11.0..
NO. I DATE I BY
DESCRIPTION
PROPOSED CONNECTION TO EXISTING 4—INCH DISCHARGE
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D.
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER 8 SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
AS NOTED
OFFICE MANAGER DESIGNER
M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
K. SEAMAN J. MELISKI
,
SIGN ;
PROPOSED
REMOVE EXISTING PUMPS
AND EQUIPMENT AND INSTALL
NEW SUCTION LIFT PUMPS
ON EXISTING WET WELL
\\\ ELEC PANEL\/
/x\ EXISTING INGLES PUMP STATION
s �WET WELL I.E.: 3500.81'
4" PVC I.E.: 3503.72'
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DATE
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FINAL DRAWING
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PURPOSES ONLY
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FOR
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INGLES PUMP STATION
PROJECT #
15.00391
FUNDING #
USDA-RD
BIDDING
DOCUMENTS
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CONCRETE ANCHOR
BOLTS (4) IN NON- 2'-10" DIA. STANDARD OR WATERTIGHT MANHOLE FRAME
ROADWAY LOCATIONS AND COVER W/ GASKETS AND STAINLESS STEEL
2'-0" DIA. BOLTS AS NOTED ON DRAWINGS
BITUMINOUS GASKET
BIDDING
(BOLT DOWN ONLY) NON -SHRINK GROUT WITHIN
ES SET IN ROADS"
,\ /\ \/\//\//\ /\/ /
\\ / /\/\/\/ \/\/\/\/\/' DOCUMENTS
/
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4'-0" MIN.
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12" MAX. CONSTRUCT CONCRETE BRICK RISERS AS
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N. _
RUBBER BOOT INTIO MANHOLE
24" ABOVE PIPE FINAL DRAWING
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SHALL BE 2'-8" MIN. AND 4'-0" MAX.
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CONSTRUCTION
204
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WARNING TAPE
M AND INTERIOR WALLS WITH MORTAR.
24" ABOVE PIPE
WATER LINE
5"
PIPE O.D.
N X
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\ ALL PIPES SET SO THAT CENTERLINE
w o 4'-0" DIA. COMPONENTS MAY VARY IN VERTICAL
w ,I HEIGHT WITH SUPPLIER BUT SHALL BE
OF PIPE IS RADIAL TO MANHOLE
CENTER.
\ \ \ \ BACKFILL MATERIAL
//\/ COMPACTED IN 3" LIFTS
ir 1'-4" MIN. AND 4'-0" MAX.
NO. 12 COATED
EXTEND PIPE MIN.
COPPER TRACING
_ STEPS FULL DEPTH OF
1-1/2" INTO MANHOLE
WIRE
W It MANHOLE TO BE ALL JOINTS BETWEEN PRECAST SECTIONS
= I INSTALLED IN VERTICAL SHALL BE SEALED WITH A DOUBLE ROW
w ALIGNMENT ON STRAIGHT
A A
\ \ /\
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m SIDE OF MANHOLE. (USE OR GASKET. INTERIOR JOINTS PLASTERED
a RUBBER
EE BOOT W/ STANDARD STEPS AS 5" WITH MORTAR.
FLOW Fy
APPROVED WARNING TAPE APPROVED WARNING TAPE
\\
//
S.S. CLAMP SHOWN THIS SHEET.)
24" ABOVE PIPE 24" ABOVE PIPE
EXTEND PIPE CONSTRUCT SMOOTH FLOW INVERT BETWEEN
HORIZONTAL
BACKFILL BACKFILL
MATERIAL �'\\� \� \� \� \ MATERIAL
COMPACTED COMPACTED—,,
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UNDISTURBED EARTH
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OF OUTLET PIPE. SEE INVERT DETAIL/\\/\\/
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ORIMANHOLEOAND SHOWN ON
IS FOR CENTERLINE OF MANHOLE AND
IN 6" LIFTS
/\ \/\\/\\/\\/\\/ \\/\\/\\/i
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\/\//\//\//\//\ /\//\//\//\//\/ \/ \�' „`
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STANLESSRUBBER OSTEEL CLAMP
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No.12
COPPER TRACING \ COPPER TRACING i ,
WIRE \\x\\x X\\N\ WIRE \�\\ \\�\\�\ �\
CONTRACTOR SHALL FURNISH AND INSTALL METALLIC
WARNING TAPE 24" ABOVE THE PIPE AND COPPER
MANHOLE BASE SHALL BASE FOUNDATION TO BE CONSTRUCTED LEVEL
BE PRECAST.
UNDISTURBED UNDISTURBED 6
TRACING WIRE FOR PVC PIPE INSTALLATION ONLY.
WITH EXISTING MATERIAL OR CONDITIONED WITH
EARTH EARTH
STONE AS REQUIRED BY SPECIFICATIONS
ELEVATION VIEW
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH -BUILD, EPDXY
STANDARD EXCAVATION OVERCUT EXCAVATION
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL
SAFETY AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS
PRECAST MANHOLE NOTES:
DUCTLE IRON GRAVITY SEWER
AND FOLLOW THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
AND ASTM C-890.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
APPROVED WARNING TAPE
24" ABOVE PIPE
3. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE STRUCTURE AND,
MANHOLE INVERTS
BACKFILL
MATERIAL
WHEN REQUESTED BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS WHICH
HAVE BEEN SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER.
COMPACTED/
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
4. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
5. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE\\\�\\�\\�\\
IN 6" LIFTS
S SEWER LINE TRENCHING TWO PIPES
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
6. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
\\//\//\//\//\//\// /\//\//\//\
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NOT TO SCALE
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0
NON -PENETRATING 4 - 1" ANCHOR
PICKHOLES (2) HOLES ® 90'
CLASS I �� \
EMBEDMENT \
11/16"
A O A
UNDISTURBED
5/8"
EARTH
STANDARD EXCAVATION
8 3 4"
PVC GRAVITY SEWER
1 1/4"
o
1/4"
5/8"
HALF PLAN OF MANHOLE
RING & COVER
APPROVED WARNING TAPE APPROVED WARNING TAPE
24" ABOVE PIPE 24" ABOVE PIPE
BACKFILL
MATERIAL BACKFILL
MATERIAL '\\//\\//\\//\\//\\ \\
COMPACTED/ j\\ j\\ j\\ j\\ j\\ j\\
/ //////
COMPACTED
A r7
1'-11 1 /2"
\ \ \ \ \ \ \ \ \ \ \
IN 6" LIFTS /\\j\\j\\j\\j\ \\ \\/\\/\\/\\/ \\/\\/\\/\\/
IN 6" LIFTS /\//\//
\ /\\j/\\j/\\j/\\j/\\j/\\j/\\ \\j/\\j/\\j/\\j/ \ \\ \\j
//\//\//\//\//\/\ \ \,12" MAX' \ \//\//\//\//\//\ \// 12" MAX%
TSPRING
a a
M M
LINE \ \/\\/\\/\\/\\/ SPRING LINE
//\//\//\//\ O \ 6" MIN j
OF PIPE \/\/\/\/ �P' \i \i \i \ � OF PIPE
A�
No.12 COATED � \ No.12 COATED � o
II
COPPER TRACING v COPPER TRACING
WIRE \ o 6" MIN WIRE \ 6" MIN \/
0
PLAN SIDE ELEVATION
EMBEDMENT CLASS I o \
CLASS I /\ EMBEDMENT \ ( 6 ' DEPTH
INCREMENTS \
FOUNDATION STONE
�
UNDISTURBED v �
1/2" POLYPROPYLENE
PLASTIC
SECTION A -A
FOR UNDERCUT
EARTH EXCAVATION ONLY \ v v
�v \
MANHOLE COVER
AS DIRECTED BY
ENGINEER
1/4"
2'-1"
UNDISTURBED J
STANDARD EXCAVATION EARTH UNDERCUT EXCAVATION
12" #4 DEFORMED
IN WET CONDITIONS IN UNSTABLE SOILS TYPES
STEEL ROD
,'-11 3/4"
ELEVATION SECTION A -A
r
PEE IN WET OR UNSTABLE CONDITIONS
4 - ," ANCHOR
ALL PIPE TYPES
CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
HOLES 090'
(AS DIRECTED BY ENGINEER)
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
2'—�
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
2'-9 1/4"
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
FOR THE USE OF SAID STEPS.
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
SECTION A -A
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
MANHOLE RING
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE LENGTH
MANHOLE STEPS
OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57, # 67 STONE, RAILROAD BALLAST OR APPROVED EQUAL.
MANHOLE RING AND COVER
S GRAVITY SEWER
4 TRENCHING DETAILS
S PRECAST CONCRETE
MANHOLE DETAILS
UPDATED MARCH,
2017
UPDATED MARCH, 2017
NOT TO SCALE
NOT TO SCALE
SIGNED AND DATED:
Digitally signed by
HORSEPASTURE RIVER
SHEET
CAR �'�
�,F'F o°o�/�i
— KDa'te:2.0220..0826P.E.
10:29:59-0400
AS NOTED
'_
WASTEWATER TREATMENT PLANT
55 Broad Street
_� 9 *.
<o
THIS DOCUMENT HAS BEEN DIGITALLY
MISCELLANEOUS DETAILS
Asheville, NC 28801
_ 0 _
g SEAL g =
= .0. 042470 S Z =
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
AND COLLECTION SYSTEM IMPROVEMENTS
C=1 17
OFFICE MANAGER
DESIGNER
828.252.0575
0, o°'T
:,�����I/G,NE�;00 P
ADMINISTRATIVE CODE 21-56.1103(E).
THIS SIGNATURE HAS
BOARD OF BEEN
TUCKASEIGEE WATER & SEWER AUTHORITY
M. CATHEY
I.MESSINA
NC Firm License # C_
,�/� 00000o S�\\�
EXAMINERS FOR ENGINEERS AND
PROJECT MANAGER
REVIEWER
DATE
PROJECT #
FUNDING #
JACKSON COUNTY NORTH CAROLINA
mcgillassociates.com
/CHAIE\\`
SURVEYORS TOME E
THESE CONTACT THE
STANDARDS.
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
K. SEAMAN
J. MELISKI
JULY 2020
15.00391
USDA-RD
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A
— A/2 A/2
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UNDISTURBED
EARTH
�•'a
'•
CONCRETE
THRUST BLOCK
-+ A
BENDJ \_/ BEND J "\\/,\\!\\\;\\\' UNDISTURBED EARTH
TYPICAL THRUST BLOCKS FOR BENDS
COOCKETE THRUST \\\//�/ 24' 'MINBL
\/
TRENCH-�
/ WIDTH THREADED ROD (GALVANIZED
12" MIN.' /� �/ MI j�\\OR BITUMINOUS COATED)
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\�\\ •. I : MIN.,* TRENCH "..
\ / WIDTH A .• '.�.
4,4
12" MIN... 4
4 PIPE
THREADED ROD (GALVANIZED J\%/�
OR BITUMINOUS COATED) UNDISTURBED EARTH
TYPICAL THRUST BLOCK FOR REDUCERS
TRENCH
WIDTH
THRUST \\/
/ /iiiiii
`24' MIN.
BLOOCKETE
/\//\//\//
,•.°• 12" MIN...
"..': •. « ... °.:
TRENCH
WIDTH
\
\
II
ftm
THREADEDROD (GALVANIZED
OR BITUMINOUS COATED)
,-- PLUG
THREADED ROD (GALVANIZED J \�%/� / \%//\//\\//%\%'
OR BITUMINOUS COATED) UNDISTURBED EARTH
TYPICAL THRUST BLOCK FOR PLUGS
A
A/2 A/2 UNDISTURBED
EARTH
3/4" TAP W/
CORPORATION
STOP FOR AIR
PRESSURE RELIEF
• - CONCRETE
THRUST BLOCK
CONCRETEIX
,�! ,•� THRUST BLOCK \/
O.':0...0 • A/2
—��
El
A
a:, 0 A/2
TEE %\
TEEJ � UNDISTURBED EARTH
TYPICAL THRUST BLOCKS FOR TEES
NOTES:
1. FITTING JOINTS SHALL NOT BE POURED IN CONCRETE OR HAVE CONCRETE SPILLED ON THE BOLTS OR NUTS.
THE FITTING SHALL BE WRAPPED IN A LAYER OF POLYETHYLENE PLASTIC PRIOR TO POURING THE THRUST BLOCK.
2. ROD AND EYE BOLT DIAMETER SHALL BE A MINIMUM OF 3/4" AND SHALL MATCH THE SIZE OF THE BOLT
PROVIDED WITH THE FITTING.
3. CONTRACTOR SHALL REPLACE FITTING BOLTS WITH THREADED ROD FOR 1/2 OF THE BOLTS SUPPLIED WITH
EACH FITTING. RODS SHALL BE EQUALLY SPACED.
4. ALL DIMENSIONS SHOWN ARE IN INCHES.
TYPE
SIZE
11-1 /4' BEND
22-1/2' BEND
45' BEND
90" BEND
TEE
PLUG
2-6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
1 124
1 124
1 104
THRUST BLOCK DIMENSION "A"
le-W THRUST BLOCKING —ALL
6 UPDATED MARCH, 2017
NOT TO SCALE
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
SIGNED AND DATED:
\\\fit//
1\ N C A R /i//
Digitally signed by
Kyle M. Seaman, P.E.
��n Y Date: 2020.08.26
c/
10:30:57-04'00'
O�oO�Ess/0�o`/�7
oo
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=o. 9�
THIS DOCUMENT HAS BEEN DIGITALLY
_ o SEAL o =
SIGNED AND SEALED IN ACCORDANCE
- o -
WITH THE STANDARD CERTIFICATION
o
= 7\ o 042470 o Z =
REQUIREMENTS FOUND IN NC
-4. *o o Q;
ADMINISTRATIVE CODE 21-56.1103(E).
o mo
oo NGINE000-o
THIS DIGITAL SIGNATURE HAS BEEN
%� Q'
/,/ �1 000000
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
S \��
SURVEYORS TO MEE/'iCHAIEL\t���`� THESE
STANDARDS. PL ASET CONTACT THE
NO.
DATE
BY
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
EARTH
STANDARD EXCAVATION
'ROVED WARNING TAPE
ABOVE PIPE
BACKFILL MATERIA
COMPACTED IN 6"
BACKFILL MATERIA
COMPACTED IN 3"
No.12 COATED COPPER
TRACING WIRE
EARTH
NOTE:
BELL HOLES NOT SHOWN OVERCLIT EXCAVATION
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND
HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
K"S_� SEWER FORCE MAIN TRENCHING
UPDATED FEBRUARY, 2018
NOT TO SCALE
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
BIDDING
DOCUMENTS
M.J. SLEEb
(TYP. 3)
CONCRETE DEADMAN
(TYP. 3)
INs�
EXISTING
4" PVC FORCE MAIN
FROM PUMP STATION
DEADMAN W/THREE (3)
3/4" SS THREADED RODS
(TYP.)
SEWAGE FORCE MAIN WYE CONNECTION
NOT TO SCALE
PVC FORCE MAIN
EAST
24"X24"X6" CONCRETE PAD w/ 14"
TOOLED EDGE (UNLESS OTHERWISE
SPECIFIED)
CENTERLINE OF INLET PIPING NOTE: NO CONCRETE PAD
IS NOT ALLOWED IN EITHER REQUIRED IN PAVED AREAS
QUADRANT ADJOINING THE ' °•
MANHOLE OUTLET. N E Tip
FINISHED GRADE WORD "SEWER" CAST IN TOP
\\////\//\\
III �� �� III � �/�//\�/ \ ; ° .: '.• /i\��\/\\
MANHOLE 3 ��--�., -.<•:
STEPS
CLASS B
CONCRETE
w a .
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COMPACTED BACKFILL I ADJUSTABLE CAST IRON VALVE BOX
•a. (SCREW TYPE)
a
SEWER
< s a > PIPE I
a'•` MANHOLE
STEPS
SECTIONAL PLAN
CONCRETE BRICK SUPPORT
•: CONCRETE BRICK SUPPORT
4'- 0"
STANDARD MINIMUM FITTINGS FOR FORCE MAIN CONNECTION,
MANHOLE IF REQUIRED, SHALL BE MADE WITH 45'
a
BENDS OR LESS. a
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00<
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a
UNEXCAVATED
CONCRETE SUPPORT PAD 6 LARGER
• .
> ... .... :.. ... ..-. a
THAN VALVE (REQUIRED ON VALVES
1—t7\
CLASS B 10" AND LARGER ONLY)
/ CONCRETE
t..
3" MIN.
FLEXIBLE MANHOLE SLEEVE
OR ENTRANCE JOINT
BASE FOUNDATION CONSTRUCTED LEVEL
UNEXCAVATED WITH EXISTING MATERIAL OR WITH
STONE STONE AS REQUIRED BY PLUG VALVE
SPECIFICATIONS jeeW
NOTE: IF FORCE MAIN CONNECTION IS MADE TO EXISTING MANHOLE, INVERT FOR 9 UPDATED FOR THIS PROJECT
FORCE MAIN SHALL BE CONSTRUCTED ON TOP OF EXISTING INVERT BENCH NOT TO SCALE
SECTION A -A
MANHOLE FORCE MAIN CONNECTION
UPDATED MARCH, 2017
NOT TO SCALE
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT AS NOTED
AND COLLECTION SYSTEM IMPROVEMENTS
OFFICE MANAGER DESIGNER
UCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
DESCRIPTION JACKSON COUNTY, NORTH CAROLINA K. SEAMAN J. MELISKI
MISCELLANEOUS DETAILS
DATE PROJECT # FUNDING #
JULY 2020 15.00391 USDA-RD
SHEET
C=1 18
0 0
iil

EXISTING BASE COURSE
DRY/
CUNDISTU EARTH
2" S9.5B OR S9.5C
V-0 V-0 SURFACE COURSE
11" B25.OB OR B25.00 BASE
TO MATCH EXISTING GRAVEL SURFACE COURSE IN 2 LIFTS MIN.
SAWCUT EXISTING PAVEMENT
EXISTING BASE COURSE
BITUMINOUS TACK COAT
-- ---
8" MIN. CABC COMPACTED I EXISTING
TO 100% STD._PROCTOR \/\\/\ , 8" L------------------ ---------J
EXISTING
ice. �, ice,
----6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MOISTURE COMPACTED 95%
STANDARD PROCTOR
PIPE
ST GRAVEL DRIVE REPAIR
6 UPDATED MARCH, 2017
NOT TO SCALE
6"-3000 PSI CONCRETE SAWCUT EXISTING EDGE
TO MATCH EXISTING TO PROVIDE NEAT
CONCRETE SURFACE STRAIGHT EDGE PRIOR TO
REPAIR
EXISTING CONCRETE ':'< e . EXISTING •CONCRETE::•.. 6"
°..a
EXISTING BASE COURSE 6" MIN. CABC COMPACTED EXISTING BASE COURSE
%0<0<0<0<0<0<0<. TO 1O0%xSXD PRROC OR, ���/.\/.X/.X/.X/.X/.X/.X/ 6„
EARTH
.���• •
-g. 6" LIFTS OF SUITABLE SOIL
ram,
OR CABC AT OPTIMUM
w MOISTURE COMPACTED 95%
40C
STANDARD PROCTOR
PIPE
ST CONCRETE DRIVE REPAIR
7 UPDATED MARCH, 2017
NOT TO SCALE
MATCH EXISTING
PAVEMENT
F------
I EXISTING
BITUMINOUS
TACK COAT
TRENCH BACKFILL SHALL BE
COMPACTED TO 100% (PER
NCDOT DIVISION 3 SECTION
300 SPECIFICATIONS)
2" ASPHALT SURFACE
COURSE (TYPE S9.5B)
6" TYPE 119.013 BITUMINOUS BINDER COURSE
IN TWO 3" COMPACTED LIFTS
6" C.A.B.C. IN TWO 3" COMPACTED LIFTS
COMPACTED TO 100% COMPACTION - STANDARD
BITUMINOUS TACK COAT
TRENCH BACKFILL SHALL BE
COMPACTED TO 100% (PER
NCDOT DIVISION 3 SECTION
300 SPECIFICATIONS)
//�//�//�% \� \� \� \� \ UNDISTURBED EARTH
/*
PIPE V-0" 1'-0"
MAX. O.D. MAX. Z PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
BITUMINOUS
TACK COAT
UNDISTURBED EARTH
NOTES:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE
AND CLEANED OF DUST BEFORE TACK COATIS APPLIED.
2. EDGES TO BE TACKED WITH CRS-I OR CRS-11.
3. THICKNESS OF CABC STONE, I-19.OB BINDER AND SF 9.5A SURFACE
COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON
DETAILS.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT
MARKINGS DISTURBED OR COVERED BY OVERLAY.
TYPICAL PAVEMENT REPAIRS
UPDATED JAN., 2020
NOT TO SCALE
NOTES:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE AND CLEANED OF DUST BEFORE TACK COATIS
APPLIED.
2. EDGES TO BE TACKED WITH CRS-I OR CRS-II.
3. THICKNESS OF B25.OB OR B25.00 BASE COURSE AND S9.58 OR S9.5C SURFACE COURSE SHALL MATCH EXISTING
CONDITIONS IF GREATER THAN SHOWN ON DETAILS.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY.
� TYPICAL PAVEMENT REPAIRS - NCDOT ROADS
UPDATED JAN., 2020
NOT TO SCALE
MANHOLE RING AND
COVER PER DETAIL
I ,\\ MANHOLE STEPS
oZ® 16" O.C.
w ��
J
2OO < A* .
o w Q CONTRACTOR TO SUPPLY
CONNECTING HOSE WITH
uj
APPROPRIATE LENGTH
z > uj 3 AND FITTINGS
25
�a�
O>O a'
Owa
J a 0 A
a
< F- a.
N Z °..a
wzw
SHUTOFF VALVE W/
Q w Z QUICK CONNECTii
w v - COUPLING
I-- W O 24" MIN.
0 0 (TOP OF
RISER) °
° a.
BLOWOFF VALVE W/
/ QUICK CONNECT
COUPLING
BRASS OR STAINLESS
STEEL PIPING
STAINLESS STEEL
SERVICE SADDLE
(MATCH VALVE SIZE)
FINISHED
GRADE
PRECAST CONCRETE
ECCENTRIC MANHOLE
CONE OR FLAT SLAB TOP
a �e
a..
° 316 STAINLESS STEEL
} OR BRASS PIPING
:3" MIN.
SEWAGE COMBINATION
a AIR VALVE
a
°
A
a. d .
° d
� d
Ll
GATE
VALVE
5'0" 0 PRECAST
MANHOLE RISER SECTION
FORCE MAIN
a \j
A GROUT PIPE IN OVERSIZED
OPENING. NO CONTACT
\�� B TWEEN PIPE AND MANHOLE
MINIMUM 6" NO.
57 WASHED STONE
NOTES:
1. COMBINATION AIR VALVE TO BE INSTALLED AT ACTUAL HIGH POINT OF LINE.
2. COMBINATION AIR VALVE SHALL BE OFFSET IN MANHOLE TO PROVIDE ACCESS.
3. VALVE SIZE AS SHOWN ON DRAWINGS OR DETAILED IN THE SPECIFICATIONS.
4. ALL PIPING AND VALVES FOR COMBINATION AIR VALVE SHALL BE BRASS,
BRONZE OR STAINLESS STEEL OR OTHER CORROSION RESISTANT MATERIAL.
5. CONTRACTOR SHALL ADJUST THE DEPTH OF THE FORCE MAIN AT ALL HIGH
POINTS TO ACCOMMODATE THE INSTALLATION OF THE COMBINATION AIR
VALVE.
SISEWAGE FORCE MAIN COMBINATION AIR VALVE
2" LIFTS OF ASPHALT V-0 V-0 TACK EXISTING PAVEMENT 31 UPDATED MARCH, 2017
EDGE NTH CRS-I OR
EXISTING PAVEMENTTYPE S9.5B TOTCHPATCH TO MATCH EXISTING CRS-II NOT TO SCALE
THICKNESS I
6" MIN. CABC COMPACTED
�\/\/\/\/\/\/\/\ TO 100% STD. PROCTOR
LIFTS
DRY/ \% ...:: ; :.: 6" MIN.
CUNDISTURBED
EARTH
PIPE
2" MIN.
6" MIN.
6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MOISTURE COMPACTED 95%
STANDARD PROCTOR
NOTE: -.. \-, I ..
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE AND CLEANED OF
DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS-I OR CRS-11.
ST ASPHALT DRIVE REPAIR
5 UPDATED MAY, 2018
NOT TO SCALE
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
BIDDING
DOCUMENTS
SIGNED AND DATED:
, oi9itaYP. bYKYeM HORSEPASTURE RIVER
SHEET
�,��� �A �j Detm 0.P.E.
�N 0 0o0Ro Date zozoo8zb,o3,5, 040o AS NOTED
o�OoFE'ss%o�,�00 WASTEWATER TREATMENT PLANT MISCELLANEOUS DETAILS
55 Broad Street _� 9 *0 _ THIS DOCUMENT HAS BEEN DIGITALLY
�g _ SIGNED AND SEALED IN ACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS
- 8 SEAL g = WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = 0 042470 S Z = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 00 Q ADMINISTRATIVE CODE 21-56.1103(E).
:,F��FNCINE��' P FOUNDTHIS IBIYATHEINC BOARD OF BEEN TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA C=1 19
NC Firm License # C# C_ i4/, 000000 S�\\� EXAMINERS FOR ENGINEERS AND
ii,�CHAIEL\�`\\\ SSURVEYORS TANDARDS. O MEET
THESE CONTACT THE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JACKSON COUNTY NORTH CAROLINA
VALIDATING THE SIGNATURE. K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
s

2' WOODEN STAKES. MINIMUM
OF 4 DOWNSTREAM STAKES
AND 2 UPSTREAM STAKES 3' min.
COIR FIBER WATTLE,
MIN. 12" DIA. e
oQ
Direction of �
Existing ground runoff �
,.
ELEVATION
»> a»>..
2'X2"X2" WOODEN STAKES
»«>»
W/ MIN. OF 4 DOWNSTREAM »+?»»>
I a
,/ STAKES AND 2 UPSTREAM o'
COIR
STAKESLOG iIN LPLDACE TO HOLD 3' min. or pitied in iansl mow
............
o
Sediment wattle Ir
><>fl<:> I
I
12" (TYP) INSTALL Runoff from
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM distarbea areas
MATTING SHALL BE: NORTH AMERICAN GREEN »»>
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL. SEE OTHER DETAILS FOR / \/ \ j \ j \��/ z
MATTING.
WATTLE SECTION PLAN
INSTALLATION BEYOND TOE OF SLOPE
STAKE DETAILS
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM.
SEE OTHER DETAILS FOR MATTING.
•••
•
♦�e��.....�..�..
❖:`!620,150i�i�i�i`��i�i�i�i�i•��i�
V COIR FIBER WATTLE,
MIN. 12" DIA.
I.VV�
2'X2"X2" WOODEN STAKES.
MINIMUM OF 4 DOWNSTREAM
STAKES EVENLY SPACED
NOTES:
1. USE COIR FIBER (COCONUT) WATTLE WITH MIN. DIAMETER OF 12 INCHES
2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING
OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES
EC WATTLE DITCH PROTECTION
23 UPDATED MARCH, 2017
NOT TO SCALE
OVERLAP WATTLE AND
SECURE WITH CABLE TIES
SECURE WATTLE TO PLACE WATTLE IN GUTTER,
GRATE WITH CABLE TIES ACROSS OPENING IN HOOD AND
(TYP.) AROUND GRATE OF CURB INLET
CURB HOOD
GUTTER
PLACE WATTLE
GRATE AROUND GRATE OF
, , , , , CURB INLET
OVERLAP WATTLE AND
iOIR FIBRE WATTLE
STREET LEVEL
SECURE WATTLE TO ASPHALT
WITH PK NAILS (TYP.)
SECURE WATTLE TO GRATE
WITH CABLE TIES (TYP.)
NOTES:
1. WATTLES MUST BE SECURED AS SHOWN, OR PER
MANUFACTURER'S RECOMMENDATIONS.
2. ALL MATERIALS INSTALLED WITHIN NCDOT RIGHT—OF—WAY MUST
MEET NCDOT STANDARDS.
ECl INLET PROTECTION -WATTLE
1 5 % UPDATED MARCH, 2017
/ NOT TO SCALE
Provide sufficient length to prevent
water from slowing around the wattle
Stagger joints NOTE
(typical) Install wattles snugly into trench.
Abut tightly to adjacent wattle, end 1. Drive states at each end and at V spacing
to end, without overlapping the ends until wattle is secured to slope. Do not crush
wattle while staking. Live stakes may be used
for permanent installations.
vs»»» »» 2. Use drainage ditch installation only in low flow
conditions.
Existing ground � .. � �'
INSTALLATION ALONG SLOPES
STEP 2: BACKFILL SOIL AGAINST WATTLES
PROPERLY STAKED AND ENTRENCHED WATTLE
ELEVATION PLAN
DRAINAGE DITCH INSTALLATION
WATTLE INSTALLATION AND
MAINTENANCE NOTES
1. STRAW ROLL INSTALLATION REQUIRES PLACEMENT
AND SECURE STAKING OF THE ROLL ALONG THE
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND THE ROLL.
2. IF WOODEN STAKES CAN NOT BE USED BECAUSE OF
ROCK, THEN RE —BAR MAY BE USED. BE SURE TO
REMOVE RE —BAR WHEN WATTLES ARE REMOVED.
3. ABUT ADJACENT ROLL TIGHTLY END TO END (DO NOT
OVERLAP).
4. DO NOT CRUSH WATTLE WHILE STAKING.
5. REPLACE WATTLE ONCE SATURATED WITH SEDIMENT.
STAKES REQUIRED
Wattle length Stakes required
ft. for each wattle
25
6
20
6
12
4
WATTLE SPACING
Slope
Spacing
ft.
1:4 of flatte
40
1:3
30
1:2
20
1:1
10
5' STEEL POST
(MIN. 1.25 LB/LF)
WIRE —
FENCE
It
N
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
: 0
Z 2
�oZ
Qw
O
coo~
SECTION VIEW
U_
WIRE
Slope FENCE
N c
F FILTER
q� FABRIC EXISTING
1'X1' Wood stake STEEL
POST GROUND
WATTLE STAKING DETAIL BACKFILL TRENCH
AND
THOROUGHLY COMPACT
NOTE : DETAIL OBTAINED BY
INTERNET U.S.D.O.T.
ECG SEDIMENT WATTLE DETAIL
22,,,/ UPDATED MARCH, 2017
NOT TO SCALE
UPSLOPE
zr(DISTURBE AD REA)
It
N
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
COIR FIBER WATTLE PER DETAILS
WOODEN
PER WATTLE • 1NORTH
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL.
DITCH
DITCW
PLASTIC OR
WIRE TIES SILT FENCE
GRADE EXISTING
I I
3
I I PROPOSED
WATER OR SEWER LINE
I � I
EXISTING
GROUND I > I
I � I
I I
JE�CEXISTING CULVERT PROTECTION - WATTLE
�,20'.) UPDATED MARCH, 2017
NOT TO SCALE
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
EC SILT FENCE
UPDATED MARCH, 2017
NOT TO SCALE
PLAN
SYMBOL
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
BIDDING
DOCUMENTS
SIGNED AND DATED:
MICA � Digitally signed by Kyle
1\ y\000��%,, � � � Dat:2020.0826 ooRooHORSEPASTURE RIVER SHEET
0000FESs
o THIS DOCUMENT HAS BEEN DIGITALLY
,�,o�% 10:32:46-04'Od AS NOTED
WASTEWATER TREATMENT PLANT MISCELLANEOUS DETAILS
=9 =
55 Broad Street oQ <o SIGNED AND SEALED IN ACCORDANCE AND COLLECTION SYSTEM IMPROVEMENTS
g SEAL g o = WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = 7� 0 042470 S Z = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 Q ADMINISTRATIVE CODE 21-56.1103(E).
:,F`��FNC,NE��' P FOUNDTHIS IBIYATHEINC BOARD OF BEEN TUCKASEIGEE WATER & SEWER AUTHORITY M. CATHEY I.MESSINA C=1 20
NC Firm License # C# C_ rr�/� 00000o S�\\� EXAMINERS FOR ENGINEERS AND
ii��CHAIEL\�`\\` SSURVEYORS TANDARDS. O MEET
THESE CONTACT THE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JACKSON COUNTY NORTH CAROLINA
VALIDATING THE SIGNATURE. K. SEAMAN J. MELISKI JULY 2020 15.00391 USDA-RD
m
0
0

8" CONCRETE PAD
2" X 2" KEYWAY
6" SCH,
PIPE F11
PAINTEC
PRIOR 1
M BOLLARD DETAIL
7 UPDATED SEPTEMBER, 2018
NOT TO SCALE
I Fri 55 Broad Street
MCgj Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
CAR
00 ofIF-SSI o� ,
=o 0, 9<°
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SEAL o
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=fig oQ;
, °°°°°
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e .Z d.
d
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d a
d
a
CONSTRUCTION JOINT —
20'-0" O.C. EACH WAY
6x6x2.9x2.9 WWF
CONTINOUS
6" MIN. COMPACTED
ABC (100% STANDARD)
CONCRETE SLAB SECTION
SIGNED AND DATED:
Digitally signed by Kyle M.
IYp DP.E.
Dateate 20 2020.08.2610:33:40
-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
UPDATED MARCH, 2017
NOT TO SCALE
NO. I DATE I BY
DESCRIPTION
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER 8 SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
AS NOTED
OFFICE MANAGER DESIGNER
M. CATHEY I.MESSINA
PROJECT MANAGER REVIEWER
K. SEAMAN J. MELISKI
DATE
JULY 2020
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
MISCELLANEOUS DETAILS
PROJECT #
15.00391
FUNDING #
USDA-RD
BIDDING
DOCUMENTS
SHEET
C=1 21
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0
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/ / / / \�w - _ -'\ -\ \ Y \ 1 5 1 1 I I / / / / / / / / / / / _/ / / / ___ / / / / / / / / / / __ -�, 11
f 111 l / / / / —/ / / / /
/ / / / / / / / / / / / / / /
- `10- / __ .. 1 - / I/ /- / / / / / / / / / / / / _ _ __ 1-1 / / / // ' ' _ -- / / / / / / / / /
/ — \ \\��� ////S\ /(// //1 (/ / /// / / / t / // / _ 1-1 11li/�/ / f _/ 11 \ \ \ \ 1 /'�l'd // / / ,/ , _/ / / / / / / / I / / / / ---- — / / / / / / /' 11 , / / / / / __—
/1_ _ / / / / / / _ / / / / ____11
/� / r /,� — r- \_ � _--�.---�\ \\\ \\\ \\ \ \ \ ✓ _ / / j ( )l ) / / /jr// /' / // // / // / /' /' /' /' / --_--- _'---_--_/ / / / /// / / /' ,3240/ /_/ _, / / / / / / / / / / / / ,/ ,/ _
CEDAR BEACH � � � , 15 \ f -'' � ( f t I f / / ' / ------------- / ' / / / _ / / / INVESTMENT GROUP LLC / _ \�— — \__\ \ \ > —' ( / I I I /_
PIN 7582-36-5404 / - G �\ ` \ —\ \ \ / I I ) �/� // / / / --_ --- / / / / / / / /
/ / / —\` /��/o �\ ,\ \\ \ `` �\ ( / j I I (� \ U K,A�EjIGL) \I✓ ,TF�Y / / / / / /' / -------- _ ___---/ / /' / // / / / /// / // // / ( / / / / // / / /,_
DB 1881/PG 831 _— _ — / / / � / / / / —
/ ' �/ / . — \ \ , _ �_ I ) I / / / IS�QIEI� F YfW���T�Y / / / / / / / / ------ — — / ' / / ' 1 // / / , / / , / / / /
- / / / I- /_ _ s \ � ,\ \ y l / / 1 — / / / / / / / / / / / l l / / /
i J~,' / / p 1 / �I� � i1 i4/4�� � / / / / / / _ — � _ / / / / / / l / l —
r- J ✓� 3220 � \ � J / it \\ \ '� � ,� \ \ \ \ \ \ \ � \ \ 2 / ( / / _ � / _
\ \ 1 I \ \ / / / / / / / — — - / / / / / / / / / / / /
/ _ .L \-� \' \/ t \ t\ \ 11 _\ \\ \- _� ( r f )DlB ��� JCi 7 / / / _ __ -' / / / / / / ' bt -' /' _1111' l I / / / // / /_-
16.01 ACRES / / / /----- _—' ___— / / /' —' /-/ A "\ - � `'\ \\�\ �\\ �^ \� _\� J 1 I I I / ) � I / / / / / / / / / / / _-_------- �/ / /' '' /' / / /' / /' /11' _/ / / / / /
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\ t ` 1 ) 1 / / / _ / / / / / / // /
`_'\/--\\-l�, (\`� �1 \ \\ \ \--�\ >\,i l ) J / t ) \ / 11 / , / /// / // / __- _/ / // / /'// // // _5T\'1/ "I / _ __-/ // // / / / /
/ / � \_ 1 \ \\ `'\ -/ / / I ( ) / V/ /( / / / / / / / / / / / / _ — __ �/ / / / / 1-1 / 1-1 / 11 / // /_ / / / /
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BIDDING DOCUMENTS ` \ \ -\ l ) ) 1 1 I ---- --- _ ,' __36 -- /
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I I I\ \ \ \ \ \ \ I I / ) ( / / / / '_-- �__ __ ;___ ___-' _// / i �/ // / ,' / ,/ ,' �/- - / /
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��._ '< �� \--_ �. ~\ �� �\ `\ �'`� \, \\ \\\\�I. (\ — ' ( ) ( I > > . \ (\ \. \� � \\ , \ \ 1 ) i � I I 7 / / / / / / /� ,� /� ,� / . / _/ ✓ / / ,�
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
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SIGNED AND DATED:
2020.08.25
14:59:59-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE
VALIDATING THE SIGNATURE.
BY
DESCRIPTION
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
K. SEAMAN
DESIGNER
N. SAWYER
REVIEWER
DATE
J U LY 2020
JAMES R, MARTIN
PIN 7582-46-7446
DB 798/PG 723
EXISTING CONDITIONS
PROJECT #
15.00391
FUNDING #
USDA-RD
/ '
SHEET
CE=201
\ J
M
0
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PLAN
/ �, /�.�. ,-�- /� .� ,/ ,�� - �/ � �\ � � I\\ �✓ `\ ��� r ,�, I \ \ I PROPOSED HEADWALL FOR--------_ -/
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! /
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. . . . . . . . . . . . . . . .\ . . /,-( . . . . /. . . . . .
FLOODPL_AIN = _ —_ —_— __—
, — \ ~� PROPOSED DISC FILTER
.ram./ ��--`. \ \ �` \\ EXISTING HORSEPASTURE" \ � ,-
y j ( \\\ AND UV TREATMENT BUILDING_
`, '�� 1 � � �\�\ \\ RIVER TROUT BUFFER
( 10' X 70' SIGHT TRIANGLE T) YP _ \. ) /1 . \ / ,
_ram, . . . . . . ( \\ `\ \. • . . . . / i J /> __----// - PROPOSED SLUDGE'i
. . . . . . . . .,/ ;HOLDING TANK
,-- PROPOSED INFLUENT _ - , / / / �/ / // / / /, _ - — —-- _ - -
/ STATION AND VAULT > \ / / / / // / / /// _-- --- — — - \
--
r . . . 1 V -,FUTURE SLUDGE'/'/
3200 x—
\ /r /-�., HOLDING TANK —+-
-PROPOSED ENTRANCE ROAD
/ - PROPOSED GUARDRAIL TYP
REFER TO DETAIL ST-10B ( )
/ DELIA HUNTERNEELY
\ I \\� �\ \ \ PROPOSED BLOWER
PIN 7582 46—8828
. . . . . . . �� \ AND ELECTRICAL BUILDING
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\ \ — , �,/ / // •.r r%'fir � � �� �
/. r / / / / / /r r -----_ — _
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\ 1 . . . . . . . ' — AND ELECTRICAL BUILDING _ �//, / /+ / // // - ,, -----_ ,
—3180-''/' ROAD
It
;' / ---' PROPOSED TRANSFORMER
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i . . . . . . ` Vl- I \ % . , / /' ' ' '+ ��''+'%`+' / /' FUTURE POST ` \
EQUALIZATION BASIN \
PROPOSED BRIDGE TO CONNECT / � / / ��` / / / � � ��•Tr----- -
" PROPOSED ROAD A - PROPOSED STORM WATER / / — - PROPOSED STAFF PARKING
\ WETPOND
10' WIDE WETPOND
/
/ACCESS PATH �\ '"�-___ _�-_ , � / _ - � � /' /l l l / + / / /' // / // � $. ,.•,y \ ��\ � 3 X \ _ -
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It, It
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/ I / � � l j r / / — — -X-- / / / r:>r /' PROPOSED SEQUENCING — _
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II //BATCH REACTORS
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\ I � _�� ---i .l.r r r ,,.r :rrr'.=:•it- �' / / / •li: �=•..: i
PROPOSED ROAD A ` �( I I r l l / / / / / / / / // / / `'j!ri;>` PROPOSED HEADWORKS
f _ - REFER TO DETAIL ST-10A II / r / / / / — _
3205 _r_��--- \ / , , � - �_ _--� / // / /// / CONCRETE PAD
\� PROPOSED ROAD B , / +
5 (\ REFER TO DETAIL ST-10A / / / / / /
1(111 • / / ,/ / _— — — — — — — — -- — ---
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\ \ \ / I / /� /�'� — — — _ —FUTURE SEQUENCING//' / } JAMES R: MARTIN
-------� \ \ \ \" \'✓ l l / J l l /'r / / / / , , BATCH REACTORS / / /' /' ,
PROPOSED CONCRETE / / / / PIN 7582-46-7446
\ ` \ ' r r ) / /------'' _ ' ' 4° STAIRS TYP // DB 798/PG 723
CEDAR BEACH �,-' /'�' / -�z`� � r � -� \`\ \�\ \ _ ` `\ (� � l j � IJ /) f / / / / /' /' ' �---_ _— / / / / ,3�• — � / / � �—'
INVESTMENT GROUP LLC \ / 1 I I i / / / / / / '1—^---- ( )/' /' /� '
PIN 7582-36-5404 ' / �• —� �- 25' TROUT BUFFER \~\\T\ \ �` l r / j / (�X\ /
IIG�E� y✓AT1�/ / / / / ,' / --- / �� / // / / / //
DB 1881/PG 831 �\\ \ V \ ) `� /
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_ / rc _ �s \ ✓- \_ `` I. `\ j` \ ) I / / / / PROPOSED WELL ACCESS ROAD.---
REFER TO DETAIL ST-9B
--EXISTING PROPERTY LINES I/
�' '--- —_---- _ / PROPOSED CHAIN -LINK FENCE (TYP
IL \3�25� �\ ` \ \\ I I -PROPOSED WELL / /, , / �/ / ,,�� ------ _ / ,/ ,� / / /� / /�255
- - - - - - PROPOSED ROAD C /
'------------- =---- -_REFER TO DETAIL ST-10A'�'��' .��6°//' /--'__- --- /��'/ /
_ NOTE:
\ EXISTING WETLAND AREA, _ PRE -DEVELOPMENT
� � / 1 \ \ \ 1 I�I' ' ' ' / ' � � — � PERVIOUS: 16.01 ACRES
/3z ` \ I I I I / ----------- -- - --- ,' _ / _ t \\-`\ I\`\�\�\\ \ - J1aI 1\ 1! \(► \(/ y I >)I)/ ` I l I �I I I II (II I ` I \I \I \I \ )I \
IMPERVIOUS: 0 ACRES
- - - - -- - - POST- DEVELOPMENTBIDDING DOCUMENTS \100 DISTANCE AROUND WELLPERVIOUS: 14.35 ACRES
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR-, \-,r '/ IMPERVIOUS: 1.66 ACRES
CONSTRUCTION
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
CAR
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SIGNED AND DATED:
2020.08.25
15:00:49-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO. I DATE I BY
DESCRIPTION
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
K. SEAMAN
DESIGNER
N. SAWYER
REVIEWER
DATE
J U LY 2020
SITE PLAN
PROJECT #
15.00391
FUNDING #
USDA-RD
SHEET
C=201
s

PROFILE
SCALE: HORIZ. 1 "= 50'
VERT. 1 "= 5'
TIE TO PROPOSED E
W*k4l
M
cfl
ri
N
3220
N
EXISTING GROUND
@ CENTERLINE
N
o
W
O
�
°0
M
3215
N
3215
0
W
PVI STA-
PVI ELEV
3184.73
-�
A.D. =
16.00
3210
K:
4.17
3210
50.0
VC
r
3205
3205
3200
N
3200
I+
�`�
uu
8
aN
/
O
LO
N
Fj
W
`.
PROPOSED ROADuj
3195
N
�'
Ld
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1
3195
a
M
ap
�
NM
3190
1
>
3190
IRIDGE
"
W
M
to
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>
w
uj
/
N
prj
M
3185
V
U
3185
M
/
PVI S
A = 11+62.34
K: 8.96
3180
1
0.00' Vc
3180
9+50 10+00
11 +00
12+00
BIDDING DOCUMENTS
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR
CONSTRUCTION
55 Broad Street
Asheville, NC 28801
828.252.0575
mcgill NC Firm License # C-0459
m cg i I lassociates. com
o
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SIGNED AND DATED:
z] IJV 15: 0.:36 -0
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
13+00
NO. I DATE I BY
14+00 14+50
DESCRIPTION
;URFACE
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
EXISTING GROUND CAD CENTERLINE
N
3235
WA1•1
Q
U)
W
3230
PVI STA =
10+50.00
3230
PVI ELEV
3206.96
Q
A.D. =
22.00
K:
.25
3225
- - -
3225
C�
^/ /
/
3220
3220
/
po/
O
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/
!•LJ
U>)
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/ / W
W
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3215
w i
3215
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PROPOS
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W
M
orn
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of
3210
W
°
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N
3210
0
W
O
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O
>
W
±W
1.1
3205
>
>
3205
1�
P
I STA = 11 +25.
0
K: 6.10
3200
50.00' vc
3200
9+50 10+00
11 +00
ROAD "B"
AS NOTED
OFFICE MANAGER DESIGNER
M. CATHEY N. SAWYER
PROJECT MANAGER REVIEWER
K. SEAMAN
DATE
12+00 12+50
=D ROAD SURFACE
ROAD "A" & ROAD "B" PROFILES
J U LY 2020
PROJECT #
15.00391
FUNDING #
USDA-RD
SHEET
C=202
M
O
O
a

PROFILE
SCALE: HORIZ. 1 "= 50'
VERT. 1 "= 5'
PVI STA = 10+50.00
PVI ELEV = 3217.44
A.D. = 22.00
K: 6.25
50.00' VC
3255
EXISTING GROUND 0 CENTERLINES
3255
c
aLd
c�ra
3250
3250
3245
/ —
— — —
/ / /
3245
3240
°'
/ /
3240
O
r+j
00
N
U
>
O+r4
W
W
//
/�i
3235
3235
U
Lu
U
>
/
>
in
'
PROPOSED
ROAD SURFACE
/
3230
/
3230
/
O
/
/
+
may.
3225
II
/ /
o
O1
3225
11 1-5
(n
� %
/
N
rto N
01
f)
+
N W
>
W
W
1
�M
3220
>"i
w
3220
C9
W
>
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in
3215
:z-k
3215
P
I STA = 11 +75.
0
A.D. = 21.95
K: 6.21
3210
50.00' VC
3210
9+00
10+00
11 +00 12+00
ROAD "C"
BIDDING DOCUMENTS
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR
CONSTRUCTION
mcgill
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
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SIGNED AND DATED:
.08.25
/�V 15: 0 5:02:18 18-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
13+00
NO. I DATE I BY
14+00
15+00
DESCRIPTION
EXISTING GROUND ® CENTERLINE
3235
WAY,
3230
0
3230
p
N
♦
O
M
II
�
N
3225
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PVI STA = 11+00.43
PVI ELEV = 3178.50
A.D. = 8.60
K: 5.82
50.00' VC
3200
HIGF PT. STA: 10+ 7.46
HIGII PT ELEV: 3216.64
PISTA =11+16.6
P I ELEV = 3216.91
A.D. = 9.74
K: 5.13
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PVI STA = 12+70.43
PVI ELEV = 3182.31
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9+00 10+00 11 +00 12+00 13+00
TEMPORARY STREAM CROSSING
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
14+00
15+00
AS NOTED ROAD 11C", "WELL ROAD",
AND STREAM CROSSING PROFILES
OFFICE MANAGER DESIGNER
M. CATHEY N. SAWYER
PROJECT MANAGER REVIEWER DATE
K. SEAMAN J U LY 2020
PROJECT #
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THIS DIGITAL SIGNATURE HAS BEEN
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EXAMINERS FOR ENGINEERS AND
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BY
DESCRIPTION
HORSEPASTURE RIVER
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DESIGNER
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THIS DOCUMENT HAS BEEN DIGITALLY
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REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE
VALIDATING THE SIGNATURE.
BY
DESCRIPTION
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
K. SEAMAN
DESIGNER
N. SAWYER
REVIEWER
DATE
JAMES R, MARTIN
PIN 7582-46-7446
DB 798/PG 723
INITIAL EROSION CONTROL PLAN
J U LY 2020
PROJECT #
`&11919ic16-S
FUNDING #
USDA-RD
SHEET
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Asheville, NC 28801 = 0 039177 0 _ REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 % 0) °0 o v` ADMINISTRATIVE CODE 21-56.1103(E).
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FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR-,.-\ �\\ ' �-1 \_ \� \\\\\\ � \' �\\ \ ' ' � ` I / ► �' (' / I ` \ \\ \ \\ \\ \\ \ 1 � /) (/ / __'_' __-''"- � / / / / '' /
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CONSTRUCTION r- _ \ \_\ \� \ \` \(\\__- I" ( ` I ,I \ \ \ \ \\ \\ \\\\ \ 1 , , ; I I / / / / / / /' /' --- - - -' ; - / /'' /'' /
r✓ ,/ 1 `f—_, � \^ \.-- \ \ \__ �l t �\ _ �'� \ _ \ . i r/ ./ 1 \ \ \\ \ \ \ \ I 1 I I I I I I I ( / ) / / / i i / -I"-
/ ,-- — �— ./ - / / // �/ 1-- ___
—' —'_
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
\\\\\IIIIII/,rr
o SEAL o -
- o 039177 0 -
0
n���ooF' NEB: oo lvv�`
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/// TT E I gv�\�\
SIGNED AND DATED:
2020.08.25
15:30:26-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE
VALIDATING THE SIGNATURE.
BY
DESCRIPTION
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
K. SEAMAN
DESIGNER
N. SAWYER
REVIEWER
SHEET
INITIAL STORMWATER PLAN
C=208
DATE PROJECT # FUNDING #
JULY 2020 15.00391 USDA-RD
M
0
0
s

LLj
>\ L,., o PLAN
EXISTING 18 CMP
�J �i \ / ��►.� '�� �,�i%`�`� M°� �_ l �,`� \. ��' �\ -r �< `~1 �UTILITY CROSSING --------_ _
BOTTOM 18 HDPE: 3202.55
/-►� i ���' ;1� r /-�,r �' �' (.�;��. `�\-�\_� /� ���� - ��1 \r , 1 its j//TOP 8" DIP: 3201.05 PROPOSED CB #8 = -- _ =i-'
PROPOSED JB 2 I`r �1�1(` J��\� �` %r z% 11 /'� -�✓I \ ���_I -,,�� ,' ��,'� STA 10+93.67 Line B Storm =---- 11 '3j8o�
'PROPOSED STORMWATER SYSTEM # `, �= �� 'ram , p��) I /� \, UTILITY CROSSING / / ( ) _----
�` STA 10+35.22 (Line E Storm) Z `--�\ �'J j% ��c��� << ' \ I ��� /- » /, //,'/ / RIM: 3207.37------- x
LINE E z
I LINE RIM: 3182.88 _ � �ti`s ;jam \ ; `� ,' fl �'/ = �M 1 H .1 / /%''�/ % INV IN: 3202.82 - - -
TOP 4 DIP: 3200.64
' - \ \ \\ / fir` ' - -- INV OUT: 3202.72 - - UTILITY CROSSING
-' INV IN: 3178.59 "`�� _ �� i /'� \ \\\ r\ \ '- )�^�� \�' �� ' / / / -
° ��� \��\r✓� -� / � ,_ \ \ \ \�� \ ,\ �; �'-� %-�`\ / /i'' i/ / /� _ _ BOTTOM 18 HDPE: 3202.92
INV OUT: 3178.49 / /''-''�/,-/j ,', i `�\\ \\\\ r' / _.___ _ = 3190- _ N
�. ,, c / / , / I ��\. ��\\\ �/ //,// / , UTILITY CROSSING %/// �/ / �/ - _ -TOP 8" DIP: 3201.41
�\ \ ' BOTTOM 18 HDPE: 3201.70 j ' / ' ' - _ -- --_UTILITY CROSSING
/
/ I / I l.I // \ \ /// / / / /
`\ / ' \ I _ / > / TOP 8 DIP: 3200.19 _ 92 LF 18 HDPE // i G
✓, / / i _ _ -- BOTTOM 18 HDPE: 3203.21
\� "°�_- I o L �-'� �^ '/ \ -TOP 4 DIP: 3201.70
/I //I �� ��r� Q I I l,/�;i PROPOSED CB 9 'i'' ' '-' 00 ---_- - _- _ _\ \---I-
//r \ PROPOSED 4 x4 OUTLET- \ I /� # / / / rr 32, --__ _ - _ ���'
\ \\ _ /' I I �I / (/i l i \ t ( CONTROL STRUCTURE 1 !"� / STA 12+15.56 Line B Storm '''------
( ) - - PROPOSED CB #7
\ RIM: 3207.16 ' / // / 205 _--- `---
, PROPOSED HW #5 � \ , _ I1 :11 � / / � 1 , \. / / / �
39 LF 24 HDPE j r,/ JD / '/ ----
r �� \ STA 10+50.98 (Line D Storm) ,/ ,' !�) 1 ( _ / _ _ STA 10+00.00 (Line B Storm)
RIM: 3176.70 ' / 1 11, / / >>,_��� ;�' /i INV IN: 3201.50 ' / // / '/ ' //
/ PROPOSED HEADWALL_- _ / i / // � / _
, , � , , , , / � __ --RIM: 3207.33
_ - - INV OUT: 3203.76
//�- ' � `� / �/ INV OUT: 3201.40---
_
/I \\( PROPOSED UTILITY CROSSING
3-20512 LF 24 HDPE CONTRACTOR TO PROVIDE-
x
PROPOSED STORMWATER SYSTEM - - - -
FITTINGS NECESSARY TO , / / 'i, / i /' /' / S -3 10 ----
LINE D �' / /r // \ g� %-:--' - - MAINTAIN MIN. 18 CLEARANCE
PROPOSED JB #3 �� �----
/ / /„ / /- UTILITY CROSSING = J/ / / / /, ; ,/ / �,�- ;' - -3210-
�� ; STA 11 +27.10 (Line EStorm) /' / PROPOSED 75 LF 24 RCP ® 8.0% /// \ / _ / / , / . r _
/ BOTTOM 18 HDPE: 3201.01 - _ c, -
` RIM: 3182.03 \ J - / / �. _
rM 1 i - /\ \ INV IN: 3185.0 /' o '' _ TOP 8 DIP: 3199.50 - J% ' ' �' ' ' oX
L %\� ) INV IN: 3176.03 \� \ INV OUT: 3179.0 / _ / //
/ INV IN: 3176.03 \ \
r \ > PROPOSED CB 10 ° /
PROPOSED HW 4 # / / - PROPOSED STORMWATER SYSTEM
# /u - INV OUT: 3175.93 I � / / / // / _ _
STA 10+00.00 (Line D Storm) '� ' / '` �, �� ° - I %, STA 12+96.04 (Line B Storm) 9 / , �// // //// /// LINE B
RIM: 3177.50 \ ��/ i �, (a I \\ �\\\\ ; ,%/'r' RIM: 3206.69 ti
q ` / �`\ �i ✓\ I INV IN: 3200.59 ff
INV OUT: 3200.49 \
LF 18 HDPE
J
UTILITY CROSSING \ ' �i
'BOTTOM 18" HDPE: 3176.171,
176.17 �'� _ I \ ,/,�,�$o _ ' /, :�. +.;!;;� PROPOSED UTILITY CROSSINGS
\ \ �� f�� `l *� J l l \ 111��.=„J`� �__� �' =%PROPOSED WETPOND - �� - h / / / '+'�' / / CONTRACTOR TO PROVIDE
TOP 8 DIP: 3174.66 / I \ I: / ( / \ 1= / /.� % _ - /
SEE SHEET C-211 FOR DETAILS FITTINGS NECESSARY TO "
% j�-���MAINTAIN MIN. 18" CLEARANCES \
PROPOSED STORMWATER SYSTEM
, PROPOSED HW #1 LINE / r. L A
� \ \\ _ / ' / \ \
STA 15+30.36 (Line B Storm) � -
RIM: 3187.15\`\`__ _ _ ___ _-/, ;/ / / / / / // , /
� \- _ � / /ice �\ � Opp
INV IN: 3185.50
122 LF 1HDPE x \
---__ PROPOSED CB #1
��� �` ``- 7 l t t rs� `/ �/ 12 LF 18" HDPE - - - � _ - - - / / / / / / / / / / / / / / \
ROADSIDE DITCHES TO DISCHARGE TOWARDS f ' s\ ^ ' \ ' /' _ _ � - -_- - - / /'/ / / // oo / / / / STA 10+00.00 (Line A Storm)
\�' -��i / / / S - \ \\ \ i , r _/ -�- - / / X / / / / / - \ RIM: 3222.65
STREAM. PROVIDE RIP RAP OUTLET PROTECTION �� -/ /i �f� JJ L PROPOSED JB #1 _ °° / / / / / / - \
�- .,_�,Storm) �/ /��\, � � `INV OUT: 3219.09
AT DISCHARGE LOCATION. \ , _ ; / �, ; STA 15+18.85 Line B
" ,lll./ `� °�_ , '/ ;� \`�- ! ` N: 526650.81 _ _ _ / / / // // / / / /,' 84 LF 18" HDPE-
J ,K / / j' , \ ` -- E: 784233.01-
/ / /J/- \ \) 7 s ti r 1 / / - _/' - - - / / / / ---- --\ PROPOSED CB 2
\. / J r `� / I ) / I ) / � �1 � �- -- / / / , � / /^ �-� \ #
_ _ / / / / / / / / STA 10+84.35 (Line A Storm)
RIM: 3222.43
59 LF 18" HDPE - - _ - - - _ S / n� /. //// / �/ // // / ' .
INV IN: 3218.25
S 80 LF 18" HDPE
INV OUT: 3218.15
J r ((I 48 LF 30" HDPE _ � / � / / -�:•' / / , � / - '' - »
u\�^//// / /r// �/ /�r-/ / / (i - f...;:Z:•I... / _--' _,8 DIP UTILITY CROSSING
/ Jli� i /�.�`' /-�/% r/'/ / I rl / / --' CONTRACTOR TO PROVIDE
1' . �: 134 LF 18" HDPE ' --' ,FITTINGS NECESSARY TO
j�� � //r J// _ \ n:.�;'-' /' •'•'-;f: • • MAINTAIN MIN. 18 CLEARANCE
9° /// J',� �Z _ - 128 LF 18 HDPE
PROPOSED HW #3
STA 10+47.87 (Line C Storm) / ti;��- �d�� `���� \ r, `l e (1 ILA - ____ .;. : •..;:' 25 %.: '�... ' ° / / // %�,�s UTILITY CROSSING
RIM: 3194.08 - r-^ram- d \ ) \ 89 LF 18 HDPE BOTTOM 8 DIP: 3220.39
INV IN: 3191.00 / ' _tip Bd-� ,l �\ , I \ I r / ---%::;,y' / /r'.- ' TOP 18" HDPE: 3218.88
~� - -� \\ UTILITY CROSSING / / _ ..'.. J ! „ 2 -
/�'/. Y�BOTTOM 18" HDPE: / 29 LF 18" HDPE -t:�`+:.fl:�.
3205 48 LF 30" HDPE ^ _�-J `\ ,`\ \\ `? \�\III ` 3192.26 / / // / - / • -
_ \
✓� /�/ ��/ /_,�----/-f J �- ``���� i `\'\(\\\` TOP 8" DIP: 3190.76 -
� I _
1 \ 5\1111 / �`� - \ ), ► I I \ I / / / / / / / / // / - 13+0
f / PROPOSED HW #251/5\,1�,\'
STA 10+00.00 (Line C Storm) ------__ `
I , \ \ UTILITY CROSSING
RIM: 3198.08 » _ -
J _ �_ �\ \ \ \ BOTTOM 18 HDPE: 3195.26 " r / , _ 72 LF 18" HDPE
J INV OUT: 3195.00 �\ \� ` TOP 8" DIP: 3193.39 ' / �/ 83 LF 18 HDPE
PROPOSED STORMWATER SYSTEM LINE C
PIPES TO BE EMBEDDED 6" INTSTREAM BED. STR
f � BDDED - J ��\ \ \ � PROPOSED CB #12
STA 14+60.03 (Line B Storm)
p�� ` PROPOSED CB #3
✓` 32,
k4_ L , / �� \ RIM: 3202.27
r / / / ( / / STA 12+17.93 Line A Storm
/ r-^ INV IN: 3198.50 1 I , / / / / / / / �// / ( )
^-�, f ' INV OUT: 3197.50 I �/s�� I / / I / / / / / / / ' / / RIM: 3222.54 ,
"r /• @d!// // ,/ ' ' INV IN: 3216.82
qd 7 36 LF 18" HDPE / ))) I / / / / / / Od - y /�� - _INV OUT: 3216.72
Q / /
PROPOSED UTILITY CROSSING / / / ,-.;� �240 � _
PROPOSED CB #11 / / CONTRACTOR TO PROVIDE / ,� /�/' ,_Lld
/ / � old � i
3225� L \f�\�� STA 14+24.35 (Line B Storm) 1 FITTINGS NECESSARY TO / �� /' /' //, - ------ _-d a 4d
MAINTAIN MIN. 18 CLEARANCE -f� � RIM: 3203.96 /------- __-
�/- `rl'� \ ✓� ,INV IN: 3200.50 ,// ) ' I I / 1 1' /� / � ( 1 I I ' ' /' !,/,/// /,/ /'////� j /�------------ - '�'
�< \ / , 1 1 / I . / ./ / _- _PROPOSED CB #4 11 .� i
--\ \ INV IN: 3199.21 �/ �l / I I I I / ' � /''------------- __---
` \ y INV OUT: 3199.11 / / PROPOSED CB 6 , ,' / _ - _ _ _ _ _ -STA 12+90.24 (Line A Storm)
.----RIM:
82
STA 14+01.96 (Line A Storm) 'PROPOSED CB #5_
RIM: 3215.07 ( I I r -- INV IN: 3216.00
v __ \ \ I \ I I ► I I I STA 13+73.45 (Line A Storm) _ -
BIDDING DOCUMENTS INV IN: 3211.50 I I I INV OUT: 3215.90
� `\ \-\ 1 \ I I RIM: 3217.59
s� �� \� , - \ \ \` I ( INV OUT: 3210.62 \ \ INV IN: 3213.88
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR\'�� `� ��'\` ` \ ` \ \ /' / ' I ` \ \ I I
INV OUT: 3213.78
CONSTRUCTION -
SIGNED AND DATED:
\\\111iiiii,,,, 30 0 15 30 60 SHEET
N C A R o�,,, .� 2o2o.os.25 H O R S E PAST U R E RIVER
oo °°o�, 15:33:56-04'00' WASTEWATER TREATMENT PLANT
O o p Zss/pl,00'L .
55 Broad Street ' Q� 9, o� % THIS DOCUMENT HAS BEEN DIGITALLY GRAPHIC SCALE DIVISION VALUE = 30 FEET FINAL STORMWATER PLAN
o SEAL o = VVITHETHEAND
STANDARDICERTIFICATIONE AND COLLECTION SYSTEM IMPROVEMENTS
Asheville, NC 28801 = 039177 0 _ REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 % 0)'o o v` ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN TUCKASEIGEE WATER & SEWER AUTHORITY
;0'pooFNGIN0� o°F` FOUND BY THE N BOARD S M. CATHEY N. SAWYER C=209
NC Firm License # C-0459 TT * EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ��������\\ STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE LBY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
M
0
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3235 1 r% r% t—% r 1 1 r
3220
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PROPOSED
GROUND
3230
3230
ipe 1
Pipe 3
84.35 LF 18" HDPE ®1.00%
�31 LF 18" HDPE 0 1.�
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3225
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3225
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CROSSI G
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Pipe 2
w N
M
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133.58 LF 18" HDPE 0 1.00%
Pipe 4
0
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3210
83.22 LF 18" HDPE 0 2.43%
Pipe 5
a
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3210
a U)
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28.50 LF 18" HDPE 0 8.00%
3205
3205
PROPOSED
1 /2'
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SING
3200
3200
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9+00 10+00 11 +00 12+00
STORM
3205
13+00
LINE "A"
3200
PROPO
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3200
Pipe 14(1)
3195
47.87 LF 30" HDPE ® 8.36
EXISTING
ROUND
3190
0
3190
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DIP CROSSOING
3185
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11 +00
STORM LINE "C"
12+00
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PR(
3200
I—RVrILC
'CALE: HORIZ. 1 "= 50'
VERT. 1 "= 5'
PROPOSED
/2" PVCCROSSING-
PR
POSED GR
UNDO_M
3215
^o0
3215
PROPOF 8—BI
-GfR_OSSIN
/
0 0 moo,
Pipe 7
Pi�e 9
93.67 LF 18" HDPE 0 1.00%
r8O.48 LF 18" HDPE 0 1.01%
m
3210
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a N `.�
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3195
Pipe 10
3195
Pipe 8
121.89 LF 18" HDPE 0 1.00%
228.31 LF 18" HDPE 0 1.00%
Pipe 12
58.82 LF 18" HDPE 0 18.09%
PROPOSED
4" DI
CROSSIN
Pipe 11
3190
35.68 LF 18" HDPE @ 1.71 %
3190
PKPOSED
8"
DIP CROS�SfNG
Pipe 13
11.51 LF 18" HDPE 01.74%
3185
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to
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14+00 15+00 16+00 9+00 10+00 11 +00 12+00 13+00
3200
3195
3195
POSED
FINAL E14TRANCE
ROAD
—
0
LO
r-
3190
,-%
3190
POS
D TEMPOR
RY ROAD
=
0 0''�
o��
.
Ld
3185
C��w
CL
3185
�F-
JO
�Ln�H
3180
A
3180
Pipe 17
Pipe 18
24" HDPE 0 1.21%
3175
12.16 LF 24" HDPE ® 1.89
EXISTING
PROPOSED
8"
DIP CROSISING
3170
3170
'qk
O
Lnff)
M PO
O M PO0
I -
O _ O
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3165
=
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F-
9+00
10+00
11 +00
12+00
c
3190
STORM LINE "B"
3190
EXISTING
ROUND
PROPOSED
GROUND
3185
3185
3180
3180
Z"r,
3175
Pipe 16
11.88 LF 18" HDPE 0 2.68%
3170
3170
m
m N
00
MaO�
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3165
+
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11 +00
12+00 12+50
14+00
15+00
i[-�fffIf7
UFMIT11
BIDDING DOCUMENTS STORM LINE "D" STORM LINE "E"
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR
CONSTRUCTION
SIGNED AND DATED:
i,,,
N CAR��,,� 2o2o.os.25 HORSEPASTURE RIVER 50 0 25 50 100 SHEET
°° °°°°°°�, 15:37:33-04'00' WASTEWATER TREATMENT PLANT
O °
GRAPHIC SCALE DIVISIONVALUE = 50 FEET STORMWATER PROFILES
= SEAL 9� oy THIS DOCUMENT HAS BEEN DIGITALLY AND COLLECTION SYSTEM IMPROVEMENTS
55 Broad Street o o SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = o 039177 o _ REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 °° o v` ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN TUCKASEIGEE WATER & SEWER AUTHORITY
C9 ;�'o°°FNCINE�`�oo< FOUND BY THE NC BOARD OF M. CATHEY N. SAWYER
C=21 0
NC Firm License # C-0459 TT * EXAMINERS FOR ENGINEERS AND
, ����� SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ����������� STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
s

2' ''
TOP OF SHELF
ELEV = 3191.0
EROSION
CONTROL
MATTING
2.1
6' PLANTING
SHELF
1
TOP ELEV
3194.0
TOP
OF SHELF
ELEV
= 3191.0
BOT.
OF SHELF
ELEV
= 3190.0
PLANTING
SHELF
FOREBAY BERM = 3190.0
BOTTOM ELEV = 3185.0
SECTION @ FOREBAY (WIDTH)
NOT TO SCALE
6'
PLANTING
SHELF
1 2.7
5.0'
FOREBAY DAM
MIN. 6' WIDE-
5.5' PERMANENT POOL
PERM ELEV = 3190.0
#4 BAR-
�'1 @ 12" O.0
6:1 BOTH WAYS
-BOTTOM OF SHELF
ELEV = 3190.0
BOTTOM ELEV = 3185.0
12" DUCTILE IRON DRAIN-\
6" SEDIMENT STORAGE PIPE w/ 12" M.J. GATE
VALVE & BOX
INV IN = 3186.0
INV OUT = 3185.5
SECTION @ WET DETENTION POND (LENGTH
NOT TO SCALE
6' PLANTING PLANTING 6'
SHELF SHELF
.7 31
6: 1 PERM ELEV = 3191.0 6:1
:1 1
TOP OF SHELF 2'
ELEV = 3191.0 BOTTOM OF SHELF
ELEV = 3190.0
BOTTOM ELEV = 3185.0
6" SEDIMENT STORAGE
SECTION @ WET DETENTION POND (WIDTH)
NOT TO SCALE
1" STAINLESS STEEL PROVIDE STEPS ON
I OUTSIDE OF STRUCTURE
BOLTS w/ STAINLESS STARTING AT PERMANENT POND
9» I STEEL NUTS TO TOP (16" O.C.)
SEE PLAN VIEW FOR LOCATION
48" BOX
3"
-----J
48" SQUARE
ANCHORING DETAIL PRECAST BOX
NOT TO SCALE
PERM. POOL ELEV. 3190.0 :W
1 /2" VALVE STEM
w/ T-BAR HANDLE
PROPOSED GRADE
EXTEND TO DAYLIGHT
AT ELEVATION 3185.50
GRAVEL BEDDING UNDER DRAIN PIPE-
(4) #5 DOWELS
INTO BASE SLAB
CAST IRON VALVE BOX
TO GRADE
SECTION
PRECAST BOX
48" SQUARE
I Ia
a a
a
a a
\-CONCRETE BASE
8'
OUTLET STRUCTURE
RIP -RAP
BOTTOM OF FOREBAY (SEE PLAN THIS SHEET)
-FOREBAY
BOTTOM ELEV = 3185.0
1' SEDIMENT STORAGE IN BOTTOM
VALVE STEM
4' X 4' PRECAST
CONCRETE BOX
TOP ELEV. = 3192.0
PERMANENT POOL ELEV = 3190.0 0
--------------------
12" INLET W/TRASH RACK INV. = 3185.50
(FOR POOL DRAIN ING/MAINTANENCE)
VALVE TO REMAIN SHUT-----,
GRAVEL BEDDING UNDER DRAIN PIPE
SEE ANCHORING DETAIL
UNDERCUT EXISTING
GRADE - MIN. 1'
24" RCP
TRASH RACK TO BE APPROVED
BY ENGINEER (METAL TRASH RACKS
SHALL BE PAINTED OR COATED TO AVOID RUST)
TOP OF OPEN RISER = 3192.0
4" x 16" WEIR OPENING ALL SIDES
INV. = 3190.0
CONCRETE BASE 2' MIN. COVER
12" GATE
VALVE
�) 24" RCP
-'`12" DIP INV. = 3185.0
END of RISER EMBEDDED
IN CONCRETE 12" MIN.
1" 0 ANCHOR BOLTS
�
6" MIN. WASHED STONE-L/ CONCRETE BASE
OR OTHER SUITABLE MATERIAL w/ No. 4 BAR @ 12"o/c
BOTH WAYS
OUTLET CONTROL STRUCTURE IN PRIMARY POND
NOT TO SCALE
ANTI -VORTEX
_________________________________________________ / _ PLAN__
PLATE / I/ �• r k I / / / / / �G
TRASH RACK
U-BOLT
PROVIDE GRAVEL BEDDING ' Si �;� //� ;! ' //� PROPOSED HEADWALL'
FOR EXTENDED DRAIN PIPE /
AND TRASH RACK /
�> , / /i
#4 BAR
@ 12" 0. c
BOTH WAI
CONCRET
PROPOSED 75 LF 24" RCP @ 8.0% 9 �
"i` INV IN: 3185.0 - PROPOSED 4 x4 OUTLET
INV OUT: 3179.0 CONTROL STRUCTURE
-� »-
12 DUCTILE IRON PIPE DRAIN LINE
SEE SECTION FOR DETAILS
I,
� •�/ /lam -_ � '� -
FRONT VIEW of TRASH RACK NOT TO SCALE
1 3� _ f
TOP of DAM ELEV = 3194 PROPOSED HEADWALL l # �- - - - -_- 5071 SF MINIMUM AT ELEV.
/3190.0
_F 30" HDPE
4%16" OPENING 1 4 /FO T , , I '- �'� 6' WIDE PLANTINGS SHELF @ 6:1WEIR
ALLS DES 3190.0 �- �/ EROSION CONTROL t II j i/ (SEE BELOW FOR PLANTING DETAILS)
MATTING ON BACKSLOPE OF DAM
DAM NORTH AMERICAN GREEN SC150 / I '
(OR EQUAL) S -
EXISTING S
GRADE
KEYWAY DEPTH VARIES
2' TO 20' FIELD VERIFY
10' \\\-72" x 72"
MIN. ANTI -SEEP COLLAR
KEYWAY
SECTION @ OUTLET CONTROL STRUCTURE
NOT TO SCALE
NOTES
1. BOTTOM OF POND SHALL BE SCARIFIED TO
A DEPTH
OF AT LEAST 18" DEEP AND RECOMPACTED
TO 95%
OF STANDARD PROCTOR
2. CONTRACTOR SHALL POST A CONSPICUOUS
SIGN
STATING WHO IS RESPONSIBLE FOR THE REQUIRED
MAINTENANCE AND ANNUAL INSPECTION OF
THE WET
DETENTION POND.
3. WET DETENTION PONDS USED AS SEDIMENT
BASINS
DURING THE CONSTRUCTION PERIOD SHALL
BE FULLY
CLEANED OUT PRIOR TO USE AS A STORM
WATER
MANAGEMENT FACILITY.
30 0 15 30 60
PROVIDE STEPS ON
OUTSIDE OF STRUCTURE GRAPHIC SCALE DIVISION VALUE = 30 FEET
STARTING AT PERMANENT POND TOP OF DAM
TO TOP (16" O.C.)
PLANT TOP OF BERM AND
SLOPES WITH GRASSES
TOP OF PLANTING
r, SHELF
•-------- ----------------------------------------- UEL-FONU-ELEV--------
ti �
----
______________ TOP PERMANENT POOL__
OPEN TOP ---
W/ TRASH RACK
� PERMANENT POOL P ND DEPTH
6' PLANTING SHELF 7
VEGETATED AS SHOWN ----------------------------- ----
6" SEDIMENT STORAGE BOTTOM OF POND
PLANTING SHELF DETAIL
24" RCP
CONNECT RIGID PVC
PIPE FROM SKIMMER
TO OUTLET CONTROL
STRUCTURE. INV: 882.5
r1 1 A w l \/ 1 r- \ A I _ r r\ 1 I - I r- T r1 T r1 1 1 /1- 1 1 r1 r-
EXTEND RIGID PVC
PIPE TO TOE OF
INTERIOR POND SLOPE.
PROPOSED FLEXIBLE COUPLING INSTALLED AT TOE
OF INTERIOR POND SIDE SLOPE. ONCE SEDIMENT
BASIN IS CONVERTED TO WETPOND REMOVE
FLEXIBLE COUPLING AND SKIMMER AND INSTALL
GLUED CAP TO END OF RIGID PVC AT TOE OF
SLOPE. GROUT RIGID PVC PIPE FULL FROM TOE
OF SLOPE TO OPENING IN OUTLET STRUCTURE.
NOT TO SCALE
BIDDING DOCUMENTS
FINAL DRAWING - FOR
REVIEW PURPOSES ONLY NOT RELEASED FOR
CONSTRUCTION
NOT TO SCALE
PLANT SCHEDULE
SHALLOW LAND PLANTS (HERBACEOUS PLANTS)
SCIENTIFIC NAME
COMMON NAME
Ascle ias incarnate
Swamp Milkweed
Carex tenera
Quill Sed e
Chelone glabra
White Turtlehead
Eu atoriadel hus dubius
Dwarf Joe P e Weed
Eu atoriadel hus fistulosus
Joe P e Weed
Eu atoriadel hus maculatus
SIpotted trumIpetweed
Hibiscus coccineus
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Kosteletzk a vir inica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobelia elon to
Longleaf lobelia
Lobelia si hilitica
Great blue Lobelia
Rh nchos ora colorata
Starrush whiteto
Saccharum baldwinii
Narrow plumegrass
NOTES:
1. PLANT, MATERIALS, & INSTALLATION ARE TO MEET NCDEQ, DIV. OF
WATER QUALITY SPECIFICATIONS.
2. ENTIRE 6' WIDE SHELF SHALL BE PLANTED IN SUCH A MANNER AS
TO PROVIDE THOROUGH COVERAGE.
3. A MINIMUM OF 3 VARIETIES FROM EACH GROUPING SHALL BE SELECTED FROM
THE GIVEN PLANT SCHEDULE. (FOR ADDITIONAL APPROVED PLANTINGS SEE
LIST PROVIDED BY NCDEQ, DIV. OF WATER QUALITY.)
4. A MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHALL BE PLANTED.
SIGNED AND DATED:
"j'AR 2020.08.25 HORSEPASTURE RIVER
�N o , SHEET
°, °°,°�/'�� 15:39:17-04'00'
O °pEESS/pN°°°2
WASTEWATER TREATMENT PLANT AS NOTED
WETPOND DETAILS
55 Broad Street =°Q� 9l o� % THIS DOCUMENT HAS BEEN DIGITALLY o o AND COLLECTION SYSTEM IMPROVEMENTS
- SEAL _ SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 = 0 039177 o _ REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 °° o v` ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN TUCKASEIGEE WATER & SEWER AUTHORITY
;�'o°°FNCINE�`�°°�v: C=211
FOUND BY THE NC BOARD OF M. CATHEY N. SAWYER
NC Firm License # C-0459 ''i� TT * EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ����������� STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
M
O
O
s

Q
O
N
O
N
00
w
Q
0
0
J
a
c�
0
uj
J
w
0
0
10' MAX. CENTER TO CENTER
12"
CHAIN -LINK
30cm
FENCE24' TYP. WIRE OR PLASTIC TIE (TYP.)
/ 6"
NOTES:
1. PLACE SLOPE DRAINS ON UNDISTURBED
r
/ 5 m
............................ - �, - - \\ \\ \ \\ \ \� \\ \�\\ \ \ \\\ / \ (1 C
200 SOIL OR WELL COMPACTED FILL AT
INTERVALS ALONG NEW FILL SLOPE
o
\/ \ \
DURING CONSTRUCTION.
z
........................a. - .......... 6„
SECURE PIPE TO SLOPE USING
"TEEPEE" STAKING OR OTHER 2• SLIGHTLY SLOPE SECTION OF PIPE UNDER
:°.. ::.... :. O
N
o
M
'n ?
(15cm)
^
�, 2"-5"a.
APPROVED METHOD THE DIVERSION DIKE TOWARD OUTLET.
3. ENSURE THAT ALL SLOPE DRAIN
CONNECTIONS ARE WATERTIGHT.
.:::.:.
^
^ (5Cm-12.5Cm)
BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE
IN DEPTH. TAMP THE TRENCH FULL OF SOIL. SECURE WITH
INSPECT AFTER EVERY RAINFALL
4 ALL AND
a
? ; ' ' : ':' : '.:.'
°0 ..:'
......
^
1 „
ROW OF STAPLES, 10" SPACING, 4" DOWN FROM THE 0
CORRUGATED PIPE DIAMETER
R MAKE NECESSARY REPAIRS
GE AS SHOWN
AND FOOTAGE
/\K//,./i,�//,/ //,\///, //,\\ /\
^ -
TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
ON PLANS 5. N D LAND T REFERENCE NC EQ QUALITY
M z �\ /� EMBEDDED FABRIC �\ \
8" DOWN & 4" FORWARD /�
.....................
�, -
SECTION DESIGN MANUAL: 6.32.
\
\\ /� ALONG THE TRENCH a \;
......................... ...................... /\
^ , /, / /, /,
W W METAL STAPLE
yW
SECTION AA
SECTION VIEW j
.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ^ ...... ....................... .........
WW WW
W
BERM B TEMPORARY FILL
SCALE: 1/2" = V-0" \�
... .
........................... �, ^ ^
......................... 3"
OVER TEE
2 1 /2" DIA. X 72"
ALUMINUM OR
..........................
7.5Cm
O
W
W WW
- TEE
TOP OF HAND -COMPACTED '-
GALVANIZED POST
\ \
NOTES:\/
�`V'METAL STAPLES
FILL (ISLAND)
I
TYP. WIRE OR PLASTIC TIE
CHAIN -LINK ( )
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS RECP'S , INCLUDING ANY NECESSARY APPLICATION OF LIME,
( ) FERTILIZER, AND SEED.
``//
`� ��
MI
1 MIN. SO _
FENCE
0.5 MIN.
' FILTER FABRIC LAYERS OVERLAPPED
33' MIN. POST
AND 2ND BY 6 AND FOLDED
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RE P S IN A 6 DEEP X 6 WIDE TRENCH WITH APPROXIMATELY 12 OF RE P S
G C C C C
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
...
�'
INLET
SWALE TO INLET
LAYER FILTER
APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND
•. .: ..
�, �'\,\\,
.\ �//////////// �� ,.,,,;,, �\. \ \.�`
16" MIN.
FABRIC FILTER F� 1ST LAYER
REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF
�� �� �1G"/..:... �. :.:`.::..
------ B
FABFABRICFOLD
FILTER
FABRIC BACKFILL TRENCH
STAPLES/STAKES SPACED APPROXIMATELY 12 APART ACROSS THE WIDTH OF THE RECP'S.
��G\��G"`: :. _ ...::.... V
SECTION B-B PLAN VIEW
AND COMPACT
THOROUGHLY
3. ROLL THE RECP S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.
�`���' tif.:.::
�:... ' : Ak .. I//
T-SECTION
//\//\\/ \\j\\\
ALL RECP S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING AND SPACING STAPLES/STAKES IN APPROPRIATE LOCATIONS PER
MANUFACTURER RECOMMENDATIONS.
....: .. ' ... ,,... �' Vr
DIVERSION CHANNEL
TEMPORARY FILL
............... UPSLOPE
...............
E)
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S TYPE.
`V� V
.1,..:. ,,: ':... ,.:' .. -' -'. �
NATURAL GROUND 4�
BERM MIN.
DISTUR
�I
\�
5. CONSECUTIVE RECP S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END SHINGLE STYLE WITH AN APPROXIMATE 3 OVERLAP.
) (
ST
STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12�� APART ACROSS ENTIRE RECPS WIDTH.
��.- " ' ,I, MATTING SHALL BE: NORTH
/`I,� /
.: V AMERICAN
AMERICAN GREEN
��G�
1s" MIN
EXISTING
`/ V� EXCELSIOR EROSION CONTROL
.
A
GROUND
`
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6 MAY BE NECESSARY TO PROPERLY SECURE THE
BLANKET, OR APPROVED
f' aG I•
EQUAL. SEE PLANS FOR
\\ \\ \\•
SURFACE PIPE NON -PERFORATED
\ \
RECP'S.
/.::..:: ;;. PRODUCT TYPE.
CORRUGATED PLASTIC PIPE(S) /\�/�//�/�/�////��
DETAIL VIEW
EXTEND PIPE TO THE END OF
TEED
NOT TO SCALE
7. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
EACH DAYS FILL WORK. SECURE /\\\�j/
PIPE TO SLOPE (SEE SEC. A -A) \\// INLET
CONSTRUCTION SPECIFICATIONS:
ALLOW 3" MIN. OVERLAP
/��
1. CHAIN -LINK FENCE SHALL BE 42 INCHES IN HEIGHT AND USE 42 INCH FABRIC AND 6 FOOT LENGTH POSTS.
$• SEE GRADING PLAN FOR LOCATIONS 0 CUT AND FILL SLOPES.
BETWEEN PARALLEL STRIPS PRESS ENDS OF MATTING 4" INTO
OR AS SPECIFIED BY
/\.
18" MIN 5' 1 /\\ A
2. POLES DO NOT NEED TO BE SET IN CONCRETE.
3. CHAIN LINK FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES OR STAPLES.
9. MATTING SHALL BE : NORTH AMERICAN GREEN S150, AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL. INSTALL ON ALL
THE SOIL AROUND STRUCTURES
MANUFACTURER, WHICHEVER AND STAPLE SECURELY
MIN.
/\\
4. FILTER CLOTH SHALL BE FASTENED SECURELY TO THE CHAIN LINK FENCE WITH TIES SPACED EVERY 24"
DISTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED FOR SLOPES OF 2:1 OR 1:1). SEE PLAN FOR PRODUCT TYPE THAT MAY BE SPECIFIED
IS GREATER
HORIZONTALLY AT THE TOP AND MIDDLE (VERTICAL) SECTIONS.
5. FILTER CLOTH SHALL BE EMBEDDED A MINIMUM OF 8 INCHES INTO THE GROUND.
10. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
`�` '`\�` 4. COMPACTED SOIL FILL
6. WHEN TWO HORIZONTAL SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6"
MIN.
AND FOLDED.
7. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED
11. BURY THE TOP OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE TRENCH FULL SOIL. SECURE WITH ROW OF STAPLES, 10"
NOTES:
(LEVEL SECTION)
CLASS B RIPRAP
RAINFALL. REPAIRS SHALL BE MADE AS NECESSARY.
SPACING, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
OUTLET
8. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
9. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY
2. SEE PLAN FOR CHANNEL DIMENSIONS.
1/3 HEIGHT OF BARRIER.
KE-C-\N TEMPORARY SLOPE DRAIN
EC SILT FENCE - SUPER
EROSION 10"
CONTROL
'� 2 UPDATED MARCH, 2017
3 UPDATED MARCH, 2017
BLANKET
�1-1/2"
PERMANENT SWALE w/ EROSION
NOT TO SCALE
NOT TO SCALE
j�\ ....... ................. .y W
.......................... EXCAVATED CUT �W �W ��W METAL STAPLE
r\\\...
SLOPE
rEC CONTROL MATTING
\// ....................
.................
8 UPDATED MARCH, 2017
..................
NOT TO SCALE
\//\\//\\\ J,yW ..
...................
2' MIN.
\j�\j\\j�\j\ F ...................
TOP OF SLOPE
COMPACTED FILL.................
.
.................... EROSION CONTROL BLANKET
....................
\//\\j/\\j/\\j/\\j/\ .....................
......... ......... .
3 FT. ON CENTER, TYP.
FLow
COMPACTED FILL
SLOPE
...........................
00
\ \ \ \ \ \ \ \ \ \ \ \ \
r\\\\\\\\\\\\\\ .. ...... \ ....
/
\\\ �........ \\/i\�/i\�/i\�/ ............ EROSION
CONTROL
FULLY BIODEGRADABLE COIR MATTING �.
\\\\\\\\\\\�\
%//%//%/ /� ////%
\\\ BLANKET
\� j�/j� jj\jj
j/\\ j/\ j/\�//i j jj\ jj\ jjai /j 2
\ \ \ \ \ \ \ \ ,o, \\ \\ \\
\/\ \//\//\//\//\//\//fir //\//\//\/
NORMAL WATER SURFACE
��
CLASS A OR B
.Lj
o� \\jj\jj\jj\jj\jj\jjJi /\%j\%j\j\ ..... o. ..........�� ,ij
ELEVATION �s
O�
EROSION CONTROL STONE
..... ............. (�
SC
v
12" WASHED STONE
6' (TYP.)
\,�\\�\\�\\�\ \\\�\\�\\�\\�\\�\\�\\ /\\/\\/\\/\\ .................. Qo
// // // // // // // // // // //\//\//\//\//\ F
�.
j\ ....................
LIVE STAKES, TYP.
FLOW AT CENTER
-----
FILTER FABRIC
SECTION A -A
EC SLOPE MATTING INSTALLATION
SECTION VIEW
rEC TEMPORARY DIVERSION DITCH
A B
SEE PLANS
UPDATED MARCH, 2017
NOTES:
4 UPDATED MARCH, 2017
NOT TO SCALE
LIVE STAKES COIR MATTING TO BE INSTALLED ON DISTURBED STREAM BANKS.
NOT TO SCALE
A
1. LIVE STAKES SHALL BE SILKY DOGWOOD (CORNUS AMOMUM), BLACK WILLOW (SALIX
NIGRA), SILKY WILLOW (SALIX SERICEA), ELDERBERRY (SAMBUCUS CANADENSIS),
9" MIN1.5'
. MIN.
BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS), OR OTHER APPROVED SPECIES.
2. LIVE STAKES SHALL BE INSTALLED IN BANK ON 3' CENTERS IN DISTURBED AREAS OF
CREEK BANK WITH DEAD -BLOW HAMMER. 4/5 OF STAKE SHALL BE IN THE GROUND.
FILTER FABRIC
3. BUDS SHALL BE ORIENTED UPWARDS.
A
5'
4. CONTRACTOR SHALL CUT EXPOSED END OF LIVE STAKE AFTER INSTALLATION IF DAMAGED
FACE VIEW
DURING INSTALLATION.
STONE CHECK DAM:
5. LIVE STAKES SHALL BE IN ADDITION TO SEEDING REQUIREMENTS.
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM. L = THE DISTANCE SUCH THAT POINTS
EXISTING GROUND
A AND B ARE OF EQUAL ELEVATION
6. INSTALL FULLY BIODEGRADEABLE COIR MATTING (NO BACKING) ON ALL DISTURBED AREAS
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
OF CREEK SIDE SLOPES, OVERLAP MATTING MIN. OF 2' TO ADJACENT NON -DISTURBED
- ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
2:1 SIDE SLOPES \
AREAS. DO NOT MAT CREEK BOTTOM.
ExcEED 2 ACRES.
- KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
THE OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
-STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
CAUSED BY CHECK DAMS.
LIVE STAKE & COIR MAT INSTALLATION
12"
BIDDING DOCUMENTS
FINAL DRAWING -FOR REVIEW PURPOSES ONLY -
NOT TO SCALE
KE"�C�RIP RAP CHECK DAM
rC PERMANENT DRAINAGE SWALE
3 UPDATED MARCH, 2017
NOT RELEASED FOR CONSTRUCTION
NOT TO SCALE
7 UPDATED MARCH, 2017
NOT TO SCALE
C'Af?0/ ,,SHEET
�' '/'
SIGNED AND DATED:
�] A Q2020.08.25
HORSEPASTURE RIVER
.` °°°°°°
0� ((��``(�4/ o //�
O `O°O` `J S/0,00, /Y
15:40:19-04'00'
WASTEWATER TREATMENT PLANT
NOT TO SCALE
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
55 Broad Street
20 Q� 9` o�
o o
MISCELLANEOUS DETAILS
Asheville, NC 28801
SEAL
= 0 039177 0 -
�°
WITH THE EQUIREMENTSNDFOUNDCN NC
AND COLLECTION SYSTEM IMPROVEMENTS
C=212
OFFICE
OFFICE MANAGER
DESIGNER
828.252.0575
= �, o �
�' '°°FNGINEE�°° 00
Q
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
TUCKASEIGEE WATER & SEWER AUTHORITY
M. CATHEY
N. SAWYER
NC Firm License # C-0459
�ii� T�°°°°°°0* ��`�
EXAMINERS FOR ENGINEERS AND
JAC KS O N COUNTY, NORTH CA R O L I N A
mcgillassociates.com
������������ ,���`
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
PROJECT MANAGER
REVIEWER
DATE
PROJECT #
FUNDING #
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
K. S EAMAN
J U LY 2020
15.00391
USDA-RD
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ado
INSTALL 19GA
HARDWARE CLOTH
AND STONE
NC DOT #5 OR #57
WASHED STONE
x
—4' M OF POSTS
A Y iYv
-�:�As
19 GA. HARDWARE PLAN 5' LONG HEAVY DUTY STEEL
CLOTH WITH X" MESH T-POSTS SET 24" MIN. INTO
OPENINGS GROUND (MAX. 4' SPACING)
NO. 57 WASHED STONE
2 EXCAVATED AREA
24" 1 FOR SEDIMENT
16" GROUND STORAGE
OPENING O yi / 18"
/ < CATCH BASIN
/ 5't �I
32"
FILTER FABRIC K
NOTES
:
1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH
APPROVED FASTENERS.
2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
AND REPAIRED AS REQUIRED.
3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
OF BARRIER.
4. STEEL POSTS SHALL BE MINIMUM 1:25 POUND PER L.F.
5. REF: NCDEQ 6.51 a.
EC INLET PROTECTION
14 NOT TO SCALE
PIPE OUTLET TO FLAT AREA- PIPE OUTLET TO WELL-DEFINED CHANNEL
NO WELL DEFINED CHANNEL
I La�
INSTALL FILTER
FABRIC gFrTI ON A— A
FABRIC
1'9
INSTALL FILTER
FABRIC INSTALI
NOTES
SECTION C—C FABRIC
'�
1. Lo IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41.
RIPRAP APRON SIZING
SECTION B—B
PLAN
�~ La�
OUTLET
No.
PIPE DIAMETER
(Do)
3 x Do
APRON LENGTH
(La)
APRON WIDTH
(W=Do+La)
RIPRAP SIZE
(d50xTHICKNESS)
H W #1
18"
4.5'
6'
7.5'
12"
HW #5
24"
6'
8'
10'
7"
WP SPILLWAY
NA
NA
75'
12'
23"
OCS
24"
6'
8'
10'
8"
ROAD A DITCH
NA
NA
6'
8'
2"
EC PIPE OUTLET PROTECTION
17 UPDATED MARCH, 2017
NOT TO SCALE
OVERLAP WATTLE AND
SECURE WITH CABLE TIES
SECURE WATTLE TO
GRATE WITH CABLE TIES -
(TYP.)
CURB
GUTTER
I STREET
SECURE WATTLE TO
ASPHALT WITH PK NAILS
(TYP.)
OVERLAP WATTLE AND
41
i4 �►��i�►`•
�a#i ►i►i" � �•C��i�w�i�i
J�*�'
PLAN
SECTION
PLACE WATTLE IN GUTTER,
ACROSS OPENING IN HOOD AND
AROUND GRATE OF CURB INLET
CURB INLET
101R FIBRE WATTLE
STREET LEVEL
SECURE WATTLE TO ASPHALT
WITH PK NAILS (TYP.)
SECURE WATTLE TO GRATE
WITH CABLE TIES (TYP.)
NOTES
:
1. WATTLES MUST BE SECURED AS SHOWN, OR PER
MANUFACTURER'S RECOMMENDATIONS.
2. ALL MATERIALS INSTALLED WITHIN NCDOT RIGHT-OF-WAY MUST
MEET NCDOT STANDARDS.
INLET PROTECTION - WATTLE
SEDIMENT STORAGE
qOw
FLOOD STORAGE
UPDATED MARCH, 2017
NOT TO SCALE
3
O
`v PLAN VIEW
STABILIZED GROUND
RIP -RAP HEADWALL 1' MIN.
SECTION VIEW
EC PIPE INLET PROTECTION
1 $ UPDATED MARCH, 2017
NOT TO SCALE
56" 0 MAX.
PLAN SYMBOL
SEED OR MAT SLOPES
OF SKIMMER BASIN
4'x4' CONC. RISER
\/\/\/ BOX OR SOLID WALL PIPE
///// /
PIPE w/ TRASH RACK
EMBANKMENT
---------------------
EMERGENCY SPILL
PT0 INCLUDE IMPERi
LINER
FOR STABILIZATION
v O o�9)
BAFFLES WOOD STAKE OR
METAL POST TURN SILT FENCE
INTO DAM SECTION
PLAN j) �
OQJ
O
NOTE SEE EROSION CONTROL
3'X3' PRECAST RISER BOX PLAN FOR ACTUAL CONFIGURATION
WITH TRASH RACK (TOP LINER TO EXTEND UP SIDES OF
ELEV IS SET AT BASIN DEPTH INDICATED ON PLAN) 1'-0" MIN. TO INVERT WEIR MIN 12" —TYP. BOTH SIDES
PROP DESIGN SURFACE AREA ELEV OF SPILLWAY
BAFFLES TO BE 6"
HIGHER THAN BASIN 8' TO 10' WIDE FOR
INFLOW DEPTH INDICATED ON RISER BASINS (10' IF�
STRUCTURE PLAN OVER 10' FILL)
WATER
---- SURFACE \ ----
\\j/ EMERGENCY
SPILLWAY L1.00' MIN.
FILTER \/�\/\\ ----- ----- -- ------------- CARRY LINER DOWN TO
FABRIC //\---------� — EXISTING GRADE (EDGE
_ ._____._ HDPE OF DISTURBANCE)
DE_SEDIMENT \\//\\// OUTLET PIPE
ZONE
STORAGE w a
TURN EDGES OF
ZONE w 6'x6' CONC. BASE FABRIC DOWN MIN. 12"
RIP RAP LEVELING PAD N w. #4 REBAR @ 12" INTO GROUND —
UNDER SKIMMER TO PREVENT O.C. (BOTH WAYS) TAMP AND COMPACT
GROUNDING OUT PVC PIPE (SAME SIZE AS
NOTE: SKIMMER OR LARGER) w/
ALL EMERGENCY SPILLWAYS SHALL BE SECTION GRAVEL BEDDING (1' HIGH)
LINED IN ACCORDANCE W/ NCDEQ STDS.
FABRIC SHALL BE TERRATEX GS — INSTALL
PER MANUFACTURER'S RECOMMENDATIONS AFTER SKIMMER IS INSTALLED
CONTRACTOR SHALL NOTE SKIMMER
SIZE OF ORIFICE INSTALLED W/ A
.. PERMANENT MARKER — NOTATION TO
•• BE VISIBLE OUTSIDE OF BASIN
• Cr .,C"
N ENCLOSURE
ARM ASSEMBLY ••
(6' MIN. LENGTH)
WATER
ENTRY UNIT
TOP VIEW PVC VENT PIPE SCHEDULE 40
END CAP PVC ELBOW
PVC PIPE
WATER SURFACE
0
••• PVC END CAP
PVC TEE SCHEDULE 40 ORIFICE PLATE
PVC PIPE 12" HOLES PVC PIPE
IN UNDERSIDE PVC TEE
NE ENER(
SSIPATER
RIP RAP LEVELING PAD
UNDER SKIMMER (CLASS B
STONE PAD 4'x4'x1' MIN.)
ROPE
FLEXIBLE HOSE
RIP RAP LEVELING PAD
UNDER SKIMMER TO PREVENT
GROUNDING OUT
BOTTOM SURFACE
END VIEW FRONT VIEW
rEC_\ TEMPORARY SKIMMER BASIN with RISER
28 UPDATED MARCH, 2017
NOT TO SCALE
SKIMMER SEDIMENT BASIN SCHEDULE
TOP
EMERGENCY
SKIMMER
BASIN
BASIN
BASIN
BASIN
BASIN
BASIN
SKIMMER
BASIN#
BERM
RISER TOP
SPILLWAY
INVERT
SIDE
DEPTH
SPILLWAY
SPILLWAYBOTTOM
BOTTOM
SKIMMER
ORIFICE
ELEV.
ELEV. (ft)
(D x WIDTH)
ELEV. (ft)
SLOPE
(FT)
LENGTH
WIDTH
LENGTH
WIDTH
SIZE (IN)
SIZE (IN)
(ft)
RATIO
(FT)
(FT)
(FT)
(FT)
SB-1
3194'
3192'
4' x 4'
3185'
2:1
5'
166"
40'
136'
10'
3"
1.25"
NOTES:
1. LENGTH AND WIDTH ARE BASED ON DIMENSIONS AT THE ELEVATION OF THE PRIMARY SPILLWAY.
EXISTING ROAD
10'
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
4'
FILTER FABRIC
10'
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST)
FILTER FABRIC
36' MIN.
Sp • MOH
4,
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
EC TEMPORARY CONSTRUCTION ENTRANCE
24-) UPDATED MARCH, 2017
NOT TO SCALE
6" MIN
BIDDING DOCUMENTS
FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR
CONSTRUCTION
SIGNED AND DATED:
`��N� ' C''0 000A R �, /(y� 2020.08.25 H O R S E PAST U R E RIVER
SHEET
` 15:44:15-04'00' WASTEWATER TREATMENT PLANT
o��oFESS,pNq°°� ; NOT T ALE
20 Q °� % THIS DOCUMENT HAS BEEN DIGITALLY MISCELLANEOUS DETAILS
55 Broad Street o SEAL o SIGNED AND SEALED IN ACCORDANCE
Asheville, NC 28801 = 0 039177 0 — WTH THE EQUIREMENTSNDFOUNDCN NC OFFICE
AND COLLECTION SYSTEM IMPROVEMENTS OFFICE MANAGER DESIGNER
828.252.0575 = �, o � ADMINISTRATIVE CODE 21 _56.,1D3(E). TUCKASEIGEE WATER & SEWER AUTHORITY
'°°FNGINEE�°° 00 THIS DIGITAL SIGNATURE HAS BEEN M. CATHEY N. SAWYER
Q FOUND BY THE NC BOARD OF
C=213
NC Firm License # C-0459 T)*°°°°°°0* EXAMINERS FOR ENGINEERS AND
E. gv ����� SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ////Illl O�� STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
s

NOTES:
1. INLET ZONE (A) SHOULD HAVE 25% OF SURFACE
AREA. FIRST CELL (B) SHOULD HAVE 25% OF
SURFACE AREA, SECOND CELL (C) SHOULD HAVE
25% OF SURFACE AREA AND THE OUTLET ZONE STAKE TO
(D) SHOULD HAVE 25% OF SURFACE AREA. SUPPORT WIRE
2. GRADE THE BASIN SO THAT THE BOTTOM IS
LEVEL FRONT TO BACK AND SIDE TO SIDE. 11 \
I
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH
OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET I
APART.
4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS
PIECE ACROSS BASIN.
5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. MAKE ANY REPAIRS
IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN
IT REACHES HALF FULL
9 GAUGE HIGH STRENGTH TENSION WIRE
STRAND - SECURE TO EACH POST
TEE POST SUPPORT OR 9 GAUGE WIRE
TO SIDE OF BASIN - SECURE TO
VERTICAL POST
4'-0" MAX.
II
I j
LL
LLLLL
LLLLLL
LLLLL
:F-LLL
LL
6. REFERENCE NCDEQ LAND QUALITY SECTION
DESIGN MANUAL: 6.65. SUPPORT POSTS, 24" MIN. 700 g/m2 COIR MESH OR SIMILAR
BURYINTO BOTTOM OR
SIDE
BAFFLE \�j//\\\�::. %\'\\j\\//\�/\/\� \
(TYPICAL) //\`j/\\j/�/\\j /\\.//\\j/N\/\`j/\i/
j
EARTHEN / ,//\\//\\//\\//\\/ \ \\//\\//\N
EMBANKMENT%% ri
,..CIO-
BACKFILL MATERIAL—.,
COMPACTED IN 6" LIFTS
TOP OF FABRIC
SHOULD BE 6"
HIGHER THAN
SPILLWAY INVERT.
TOP OF BAFFLES
SHOULD BE 2"
LOWER THAN TOP
OF THE BERM.
SECURE BOTTOM OF BAFFLE TO
GROUND w/ 12" STAPLES ® 12" MAX.
SPACING
25INLET ZONE
% OF SURFACE
AREA (A)
FIRST CHAMBER
�
25% OF SURFACE
AREA (B)
�\/�
\ \\ \\ \\ \\ \\ \\ \
CLASS I RI
OU //
\\ \\ \\ \\ \\ \\ SECOND CHAMBER
25% OF SURFACE
AREA (C)
NOTES
�%\�%\�%\�%\N%\�%\�%\/\\\\\\/\\/OUTLET
�\//\/\�///\�//\�//\z/N�//\�
ZONE
' 1 LE SPACING OF 25% EACH
25% OF SURFACE PER BAFFNEW NCDEQ RECOMMENDATIONS
m/\N; AREA (D) 2. BASINS LESS THAN 20' LONG REQUIRE
° IR BAFFLES
3. SEE PLANS FOR BAFFLE SPACING
EC POROUS BAFFLE DETAIL
41 UPDATED MARCH, 2017
NOT TO SCALE
NOTE:
MIN. 3000 PSI CONCRETE (3) No. 4 REBAR�
REQUIRED THROUGHOUT.
KNOCKOUT PANEL
(TYP. EACH SIDE)
B �—
I
INLET —
DRAINAGE STRUCTURE TOP
VARIES WITH APPLICATION, \z- -
i SEE CATCH BASIN SCHEDULE
i (VERIFY TRAFFIC LOAD CONCRETE INVERT INSTALLED
REQUIREMENT FOR EACH TOP) AT A CONSTANT SLOPE
i FROM INLET TO OUTLET
�NI
JOINT SEALANT
\ i I INTERIOR JOINTS PLASTERED
WITH MORTAR
SD
1
wou-n16-119
NO. 57
EMBEDMENT WASHED STONE \/�
UNDISTURBED EARTH
STANDARD EXCAVATION
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY
AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW
THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
TYPICAL TRENCHING DETAIL
HDPE PIPE WITH WASHED STONE EMBEDMENT
INLET
1 6" VARIES6"
{ .. 6"
Ji
w
TI
D B
0
I.
H J I II
II N
VARIES
u � n
II. II
U 4
M I Sri
i1 rF
* Y •yam
I ' I
OUTLET
SECTION A (PLANT
CATCH BASIN TOP
- - - - -
_ _ _ _ _ + (SEE SCHEDULE FOR TYPE)
r---1---
Ir o-
PIPE TO BE FLUSH WITH INLET
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
PRE —CAST CATCH BASIN
UPDATED MARCH, 2017
NOT TO SCALE
SECTION B
BASIN RISER
HEIGHT VARIES
1
F,
CATCH BASIN HEIGHT
-APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
FOR STRUCTURES OVER AND MANUFACTURER
S-6" IN DEPTH, 12" O.C.
-No. 4 REBAR ® 6" O.C.
EACH DIRECTION
3000 PSI CONCRETE TO FORM INVERT;
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET (12" OF #57
STONE MAY BE REQUIRED).
FOR POOR SOIL AND/OR WET CONDITIONS;
CONTRACTOR SHALL CONTACT THE
ENGINEER BEFORE PLACING BOX
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
6" CONCRETE TOP WITH
MANHOLE RING AND
COVER CAST IN
UNLESS NOTED OTHERWISE
MANHOLE RING AND COVER TO
BE EXTENDED SO THAT ITS TOP
IS FLUSH WITH PROPOSED
GRADE AND/OR PAVING
6" CONCRETE TOP WITH
GRATE AND FRAME CAST IN
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24%24" ("NEENAH R3339A") OR
("U.S. FOUNDRY 4190-6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
F1tAVT I
FRAME
UNLESS NOTED OTHERWISE GRATE AND
FRAME ASSEMBLY FOR THIS TOP SHALL
BE 24%36" ("NEENAH R3233D") OR
("U.S. FOUNDRY 5181-6420") OR
APPROVED EQUAL CONFORMING TO
N.C.D.O.T. ROADWAY STANDARDS 840.03
SHEET 1 OF 3
838.01
JUNCTION BOX TOP
CATCH BASIN SCHEDULE SYMBOL-(JB)
RIM = TOP OF COVER
SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR r
BELL END OF PIPE 9 /
TO FACE OF WALL
s
I I — J7
I I I I
I I I i
4pIPE. #4-BARS
PLAN " ~ 0 12"
B
FOOTING
(IF CONST. JOINT IS USED) DOWEL
END ELEVATION BAR-"X"
L DaWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
NOTE:
STRUCTURES SPECIFIED TO HAVE FLAT
JUNCTION BOX (FJB) TOP WILL BE THE
SAME TOP AS YARD INLET WITHOUT
THE OPEN THROAT OF THE YARD INLET
GRATES PLACED IN PEDESTRIAN
"FIC AREAS TO SHALL BE
NTED WITH OPEN SLOTS
VING PERPENDICULAR TO
"FIC FLOW (TYP. ALL GRATES)
FLAT CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL-(FCB)
RIM = TOP EDGE OF GRATE
CURB INLET TOP
CATCH BASIN SCHEDULE SYMBOL -(CI)
RIM=TOP OF GRATE DIRECTLY UNDER
HOOD OPENING
DOWELS IN ENOWALL WITH REINFORCED CONCRETE PIPE
LOG.
PIPE
DIA.
SINGLE PIPE
DOUBLE PIPE
15"
1B"
24"
30"
36"
42"
48"
15"
1B"
24"
30"
.36'r
42"
48rr
BARS
i'x"
"x„
„x„
'rx"
'Y'
'Y'
Y•
"x"
Y*
"x'r
"x"
irx"
HXir
irXir
irx,r
Y*
Prx"
Y*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
IH
QTY.
-
-
i
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
1 9
14
14
19
55
85
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON ❑IMENSIONS
SINGLE PIPE
DOUBLE PIPE
O
H
B
G
T
S
L
YD3
M
L
YD3
15"
3'-3"
1'-8"
2' 9"
21i$"
91t"
5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3r-7r'
1'-10"
3'-2"
21,t"
10"
W-4"
1.D
2'-7"
B'-11"
1.3
24"
4r r2n
2' 1r'
4' 0n
Sri
10ri
8'•Or'
1.5
3'-5"
11'-5"
2.0
30"
5'-0"
2r-6"
4r-7"
414"
114"
9'-2"
2.3
4'-3"
13'-5"
3.1
36"
5'-B"
2'-8'
5.-6„
434
111-2
11'-0"
3.4
5' 0"
16' O"
4.5
42"
6'-2"
3'-1"
6,_4r'
5�4
111t"
12'-8"
4.5
5'-1s0"
1g''6"
6.0
6r9rr
3'S
7r Z
SR�
"4
-B"
21`-O"
B.O48
*SEE SHEET 3
6" SOLID CONCRETE TOP;
WIDTH AND LENGTH TO
MATCH CATCH BASIN
—CAST IN 2 LIFTING "EYES"
NOT TO BE REMOVED
UNLESS OTHERWISE NOTED
4000 PSI CONCRETE
TYPICAL ALL TOPS
SOLID TOP
CATCH BASIN SCHEDULE SYMBOL-(ST)
RIM = TOP OF COVER
CONCRETE TOP WITH
GRATE AND FRAME
CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(CB)
RIM = TOP EDGE OF GRATE
YARD INLET TOP
CATCH BASIN SCHEDULE SYMBOL-(YI)
RIM=BOTTOM OF THROAT OPENING
1oeSD CATCH BASIN TOP DETAILS
2 UPDATED MARCH, 2017
NOT TO SCALE
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24%24" ("NEENAH R-3339A") OR
(U.S. FOUNDRY 4190-6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
YARD INLET SHALL RECEIVE
FLAT TOP WITH MANHOLE RING
AND COVER CAST IN FLUSH
USE PRE CAST BOX, 4" AND
2" CONCRETE BLOCK, OR BRICK
TO ELEVATE TOP TO ACHIEVE
THE DESIRED THROAT OPENING
"� 6"-8" THROAT OPENING
ALL FOUR SIDES UNLESS
NOTED OTHERWISE
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838.01
BIDDING DOCUMENTS
FINAL DRAWING — FOR REVIEW
PURPOSES ONLY — NOT RELEASED FOR
CONSTRUCTION
SIGNED AND DATED:
C'AR / ���z0z0.08.z5 HORSEPASTURE RIVER
SHEET
15:49:26-04'00' WASTEWATER TREATMENT PLANT NOT TO SCALE
�o, �F ESS/pN°°/2
20 Q� 9� o� THIS DOCUMENT HAS BEEN DIGITALLY MISCELLANEOUS DETAILS
55 Broad Street - o SEAL o = SIGNED AND SEALED IN ACCORDANCE
Asheville, NC 28801 = o 039177 0 — RWITH THE EQUIREMENTS NDFOUND CN NC OFFICE
AND COLLECTION SYSTEM IMPROVEMENTS OFFICE MANAGER DESIGNER
828.252.0575 = �, o --I
ADMINISTRATIVE CODE 21 _56.,1D3(E). TUCKASEIGEE WATER & SEWER AUTHORITY
11 �' '°°FNGINEE�°° o �,"� THIS DIGITAL SIGNATURE HAS BEEN M. CATHEY N. SAWYER
Q FOUND BY THE NC BOARD OF
NC Firm License # C-0459 C=214
T�°°°°°°°�� EXAMINERS FOR ENGINEERS AND
gv ����0 SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ����IIII0 STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE. —
0 0
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STORM DRAINAGE STRUCTURE SCHEDULE
DRAINAGE
STRUCTURE
TYPE/LABEL
STRUCTURE
I.D.
DIMENSIONS
TOP
ELEVATION
INV. ELEV.
(IN)
INV. ELEV.
(OUT)
1
CB #1
2'X3'
3222.65
-
3219.09
2
CB #2
2'X3'
3222.43
3218.25
3218.15
3
CB #3
2'X3'
3222.54
3216.82
3216.72
4
CB #4
2'X3'
3222.82
3216.00
3215.90
5
CB #5
2'X3'
3217.59
3213.88
3213.78
6
CB #6
2'X3'
3212.22
3208.65
3208.23
7
CB #7
2'X3'
3207.33
-
3203.76
8
CB #8
2'X3'
3207.37
3202.82
3202.72
9
CB #9
2'X3'
3207.16
3201.50
3201.40
10
CB #10
2'X3'
3208.19
3200.59
3200.49
11
CB #11
2'X3'
3205.23
3199.21
3199.11
12
CB #12
2'X3'
3202.20
3198.50
3197.50
13
JB #1
4' DIA
3190.48
3186.86
3185.70
14
HW #1
-
-
3185.50
-
15
HW #2
-
-
-
3195.00
16
HW #3
-
-
3191.00
-
17
HW #4
-
-
-
3176.50
18
JB #2
4' DIA
3182.88
3178.59
3178.49
19
JB #3
4' DIA
3183.62
3176.03
3175.93
20
HW #5
-
-
3175.70
-
STORM DRAINAGE STRUCTURE NOTES
1. SEDIMENT PROTECTION REQUIRED AROUND EACH STRUCTURE IMMEDIATELY
AFTER INSTALLATION OF STRUCTURE.
STORM DRAINAGE PIPE SCHEDULE
PIPE
STRUCTURES
MATERIAL
LENGTH
SIZE
SLOPE
1
1-2
HDPE
84 LF
18"
1.00%
2
2-3
HDPE
134 LF
1 18"
1.00%
3
3-4
HDPE
72 LF
18"
1.00%
4
4-5
HDPE
83 LF
18"
2.43%
5
5-6
HDPE
29 LF
18"
8.00%
6
6-11
HDPE
89 LF
18"
11.39%
7
7-8
HDPE
94 LF
18"
1.00%
8
8-9
HDPE
122 LF
18"
1.00%
9
9-10
HDPE
81 LF
18"
1.01 %
10
10-11
HDPE
128 LF
18"
1.00%
11
11-12
HDPE
36 LF
18"
1.71%
12
12-13
HDPE
59 LF
18"
18.09%
13
13-14
HDPE
12 LF
18"
1.74%
14(1)
15-16
HDPE
48 LF
24"
8.36%
14(2)
15-16
HDPE
48 LF
24"
8.36%
15(1)
NA
HDPE
65 LF
48"
1.54%
15(2)
NA
HDPE
64 LF
48"
1.56%
15(3)
NA
HDPE
63 LF
48"
1.59%
15(4)
NA
HDPE
62 LF
48"
1.61%
15(5)
NA
HDPE
61 LF
48"
1.64%
16
18-19
RCP
92 LF
18"
2.68%
17
17-19
RCP
49 LF
24"
0.96%
18
19-20
RCP
23 LF
24"
0.98%
STORM DRAINAGE PIPE NOTES
1. * DETENTION PIPE W/WATERTIGHT JOINTS PER
MANUFACTURER'S INSTRUCTIONS.
2. + FULLY BITUMINOUS COATED WITH ASPHALT
PAVED INVERT.
TOP TOP TOP HDWL
TOP
TOP
O Q INV.
9
CB CI JB DI YI FI INV.
PLAIN
FES END
rS`D STRUCTURE AND PIPE SCHEDULES
3 UPDATED MARCH, 2017
NOT TO SCALE
10'-0" MAX_ (TYP_)
MIN.
(TYP.)
5/8
1 1 /4T
A�
PLAN
ELEVATION
CONCRETE ANCHOR
BOLTS (4) IN NON -
ROADWAY LOCATIONS
BITUMINOUS GASKET -
(BOLT DOWN ONLY)
w
m
J
J
=
� X
Cn Q
M
z•
M 0
I
it 't
U
Z
� z
w
= I
w
m RUBBER
ix BOOT W/
S.S. CLAN
2'-10" DIA.
STANDARD STORM DRAINAGE TOP AS NOTED ON
DRAWINGS (SEE SD2_CATCH BASIN TOP FOR DETAILS)
2'-0" DIA.
NON -SHRINK GROUT WITHIN 1"
ON MANHOLES SET IN ROADS
12" MAX.
CONSTRUCT CONCRETE BRICK RISERS AS
NECESSARY TO BRING TOP OF RIM AND COVER
iv Q
TO GRADE OR USE PRECAST CONCRETE RINGS.
GROUT ALL JOINTS AND PLASTER INSIDE AND
OUTSIDE OF RISERS MINIMUM 1 /2" THICK.
v
U d
ECCENTRIC CONE SECTION MAY VARY IN
VERTICAL HEIGHT WITH SUPPLIER BUT
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
LIFTING HOLES SHALL BE FILLED
WIDTH VARIES '
STEPS FULL DEPTH OF
MANHOLE TO BE
INSTALLED IN VERTICAL
ALIGNMENT ON STRAIGHT
SIDE OF MANHOLE. (USE
STANDARD STEPS AS 5'
SHOWN THIS SHEET.)
EXTEND PIPE
MIN. 1-1/2
INTO MANHOLE
I
AND PLASTERED ON BOTH EXTERIOR
AND INTERIOR WALLS WITH MORTAR.
4'-0" VERTICAL PRECAST MANHOLE
COMPONENTS MAY VARY IN VERTICAL
HEIGHT WITH SUPPLIER BUT SHALL BE
1'-4" MIN. AND 4'-0" MAX.
ALL JOINTS BETWEEN PRECAST SECTIONS
SHALL BE SEALED WITH A DOUBLE ROW
>-- OF AN APPROVED BITUMINOUS SEALANT
OR GASKET. INTERIOR JOINTS PLASTERED
WITH MORTAR.
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
PIPES. FORM TO MATCH 2/3 DIAMETER
OF OUTLET PIPE. SEE INVERT DETAIL
4 WATERTIGHT SEAL WITH APPROVED
9
MATERIAL WATERTIGHT SEAL WITH a
APPROVED MATERIAL
RUBBER BOOT WITH
STAINLESS STEEL CLAMP
MANHOLE BASE SHALL BASE FOUNDATION TO BE CONSTRUCTED LEVEL
BE PRECAST. WITH EXISTING MATERIAL OR CONDITIONED WITH
STONE AS REQUIRED BY SPECIFICATIONS
ELEVATION VIEW
PRECAST MANHOLE NOTES:
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION
AND ASTM C-890.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE STRUCTURE AND,
WHEN REQUESTED BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS WHICH
HAVE BEEN SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER.
4. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
5. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
6. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
PRECAST CONCRETE MANHOLE
1"
10"
5/
4'-0" MIN.
PRECAST BASE
EXTEND PIPE SECTION
RUBBER BOOT MIN. 1-1/2"
INTO MANHOLE
W/ S.S. CLAMP RUBBER BOOT
SMOOTH FLOW W/ S.S. CLAMP
INVERT 2/3
PIPE DIAMETER
f4" MIN.
1/4"
/4co � q
SECTION A -A
1 /4"
SIDE ELEVATION
POLYPROPYLENE
PLASTIC
#4 DEFORMED
STEEL ROD
SECTION A -A
CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
FOR THE USE OF SAID STEPS.
EXTEND PIPE MIN.
1-1/2" INTO MANHOLE:,,,,
A
FLOW
HORIZONTAL AND VERTICAL LOCATION
FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
ALL INTERSECTING PIPES.
CONSTRUCT SMOOTH
FLOW INVERT
PLAN
ALL PIPES SET SO THAT CENTERLINE
OF PIPE IS RADIAL TO MANHOLE
CENTER.
1 /2" MIN.
A
FLOW
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH -BUILD, EPDXY
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
N
_
co
ENDWALL DIMENSIONS (METAL PIPE)
NOTE: USE NEXT LARGER SIZE FOR CONCRETE PIPE.
INSIDE
DIAMETER
OF PIPE
W1
W2
H1
H2
D
E
WEIGHT
SO. FT.
BASE
AREA
12"-15"-18"
3'-2"
4'-10"
1'-3"
3'-2"
1'-3"
1'-9"
1,550
7.34
21"-24"
3'-8"
6'-1"
1'-9"
3'-8"
1'-6"
2'-3"
2,100
9.90
30
4'-2"
7'-2"
2'-0"
4'-2"
1'-10"
2'-9"
2,850
13.50
36"
4'-8"
8'-4"
2'-4"
4'-8"
2'-2"
3'-3"
3,700
17.65
42"-48"
5'-8"
10'-10"
3'-3"
5'-8"
2'-11"
4'-3"
5,600
28.60
54"-60"
6'-10"
11'-9"
3'-6"
6'-8"
3'-4"
5'-2"
7,500
36.27
66"-72"
8'-1"
12'-0"
3'-8"
7'-7"
3'-4"
6'-2"
8,500
40.00
84"-96"
9'-4"
12'-8"
4'-0"
9'-6"
3'-4"
7'-6"
10,000
44.00
NOTE:
1. 4000 PSI CONCRETE STANDARD
2. FOR DOUBLE PIPE ENDWALL, REFER
TO N.C.D.O.T. STANDARD NO. 838.01
REBAR (TYP
RIPRAP APRON w 6"
FILTER FABRIC
: l0
ELEVATION
;f-T-T-T-v
PLAN
COMPACTED CABC UNDER
PRECAST ENDWALL
REBAR (TYP.)
3" DIA. DRAINS 6" I
ABOVE FLOW LINE
REBAR (TYP.)
NOTES:
1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T.
MANHOLE STEPS MANHOLE INVERTS STANDARD NO. 838.39 REVISION A.
BIDDING DOCUMENTS 2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE
DOES NOT CONTACT STREAM WATER.
M CHAIN LINK FENCE FINAL DRAWING - FOR
11 UPDATED MARCH, 2017 NOT TO SCALE REVIEW PURPOSES ONLY
SD PRECAST CONCRETE MANHOLE KS_D_ REINFORCED CONCRETE ENDWALL
- NOT RELEASED FOR 5 UPDATED MARCH, 2017 9 UPDATED MARCH, 2017
CONSTRUCTIONNOT TO SCALE NOT TO SCALE
SIGNED AND DATED:
��q R 2020.08.25 SHEET
a°°°° 0�% 15:52:28-04'00' HORSEPASTURE RIVER NOT TO SCALE
oo°oFEss,oti°°'�'= WASTEWATER TREATMENT PLANT MISCELLANEOUS DETAILS
20 Q� 9� o- THIS DOCUMENT HAS BEEN DIGITALLY
55 Broad Street - o SEAL o = SIGNED AND SEALED IN ACCORDANCE
Asheville, NC 28801 = 0 039177 0 - RWITH THE EQUIREMENTSNDFOUNDCN NC OFFICE
AND COLLECTION SYSTEM IMPROVEMENTS OFFICE MANAGER DESIGNER
828.252.0575 = �, o°„ ` ADMINISTRATIVE CODE 21-56.,1D3(E). TUCKASEIGEE WATER & SEWER AUTHORITY
�' °°°FNGINEE�°°�v� THIS DIGITAL SIGNATURE HAS BEEN M. CATHEY N. SAWYER
Q FOUND BY THE NC BOARD OF
NC Firm License # C-0459 C=215
T�°'°°°'°�� EXAMINERS FOR ENGINEERS AND
M I I SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.comC9 STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
rn
0
0
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s

2" S9.5C ASPHALT
SURFACE COURSE
2" 119.00 ASPHALT BINDER COURSE
8" COMPACTED AGGREGATE
BASE COURSE
2'-0" SUBGRADE
(COMPACTED 100% OF STANDARD
PROCTOR IN 8" LIFTS)
FOR VARIABLE DEPTH FILL AREAS
IF NEEDED - 95% IN 8" LIFTS
(COMPACTED TO 100% OF STANDARD
PROCTOR IN 8" LIFTS)
ORIGINAL GROUND AFTER
CLEARING AND GRUBBING
STANDARD DUTY
PAVEMENT CROSS SECTION
UPDATED MARCH, 2017
NOT TO SCALE
-•
7 TV /4"/FT I 1/4'P/FT — T FT1
& 0,0C N
!•t%71—W & E rWel :NZ7 i�%7zl� wlcam. .
3%t3�t3�t3�t3�t3�t3�r3�r3 </x r0
\\i\\ \\
REFER TO DETAIL ST-10 FOR
PAVEMENT CROSS-SECTION
CONTRACTOR TO INSTALL ROADSIDE DITCH ON EITHER COMPACTED SUBGRADE
SIDE OF ROAD AS NECESSARY IN CUT CONDITIONS
PAVED ENTRANCE ROAD
CROSS-SECTION
UPDATED MAY, 2018
NOT TO SCALE
2'3'16' ROAD 3'�
1D.7 1' /4"/FT I 1 /4"/FT Til'/FTI
SCOpF 21 / 2.5: 1 SLOPE
REFER TO DETAIL ST-10 FOR
PAVEMENT CROSS-SECTION
CONTRACTOR TO INSTALL ROADSIDE DITCH ON EITHER COMPACTED SUBGRADE
SIDE OF ROAD AS NECESSARY IN CUT CONDITIONS
�1 TYPICAL PAVED ROAD CROSS-SECTION
16'
2% SLOPE MIN
COMPACTED SUBGRADE
TEMPORARY GRAVEL ROAD
CROSS-SECTION
NOT TO SCALE
J. 12'
S�OpF
2% SLOPE MIN
8" CABC
COMPACTED SUBGRADE
PROPOSED WELL ROAD
CROSS-SECTION
NOT TO SCALE
1" BEVEL (TYP.) 6'-0"
3000 PSI PRECAST CONCRETE OR RECYCLED PLASTIC
4 a :et e.
8" �I
18" LONG #14 REBAR FOR PINNING WHEEL
STOP TO PAVEMENT CENTERED IN
PARKING STALL
ST WHEEL STOP DETAIL
35 UPDATED MARCH, 2017
NOT TO SCALE
R
8" 6'-Opp j 8pp
I
)F
z
UPDATED MAY, 2018
NOT TO SCALE
8'-0" t
1'-5"
01 v m v I 2'-10"
CO
6' -3'1 EXISTING 1 1 /4" ALUMINUM HANDRAIL.
Q CONCRETE I SEE HANDRAIL DETAILS.
a v 0 BUFFERED END SECTION z cc
0 SIDEWALK 1'-5"
i--I C■3
m z��> STEEL TUBE a 0 0 Cf) L 6'-0"
z ,� r �1 0 0 = Lv ( )
0 _ Q v U) CONNECT TO d'
Z �:.� CONC. CHEEKWALL
n > 11 �+ • > EXISTING SIDEWALK BEYOND (BOTH SIDES)
_ W BEAM RAIL
i--� d H
v o
z END SECTION ASSEMBLY - PLAN w
a '�•, I
CORE DRILL POST HOLE 6" .V8�. ;..: I I
"x10" BOLT DEEP (MIN. 1/2" LARGER � .'.,: '.;..^
THRU RAIL AND PAY LIMITS THAN PIPE POST DIAMETER)
POSTS WITH NUT BUTTON HEAD BOLT (1071".,. 2'-10"
AND STD. WASHER ac LONG) THRU RAIL AND
POST WITH NUT AND
,1W11 BEAM STD. WASHER+•
#30 ® EACH
6 NOSING TYP. 1'-4
(SEE SIDEWALK DETAIL FOR
m r 12�l4" RAIL r8----� Cr( ) 'BASE AND SUBGRADE)
IJJ ---J --------- ! 11 i i' 1,�,/ .. •: .: a..�. .'' a 5 ..• :�
DIA _ _ 2-#4 CONT. NOSING RADIUS: r 7� I
_ _______�_____�____ z Q (TYP.) 3" CL. 1/2" MAX. :, . :. v PROPOSED 5'-0"
_ _ !� J \a: ' I I , SIDEWALK 18" CONCRETE
iAr==--=-' , ;�y , ¢ �� 4" CURB & GUTTER
, � g� CONCRETE STEPS '"� .,
H 04 NCDOT STD. 844.01
6 x 6 W1.4 x W1.4
i = SHORT WOOD BREAKAWAY POST H•°: j'
O - DIA• BREAKAWAY (SEE SHEET 4 OF 7) p V7 W.W.F. (TYP.)
Lu
I LINE POST r� NOTES:
- - DIA. - 11 Z 1. HANDRAILS TO BE SET IN THE CENTER OF THE 8" WIDE CHEEKWALL. °, • 6 x 6 W1.4 x W1.4
°r ? W.W.F. TYP.
❑ GROUND ` 2 Q J 1"
a LEVEL � DIA. I- �" � 2. PROPOSED SIDEWALK UP BANK TO HAVE THREE (3) LANDINGS AT 9 t LONG. EXPANSION JOINT (TYP.)
K n\ cn Q (TYP.)
r o f cc 3. STEPS TO BE 6'-0" WIDE.
a cop
G) i--i CC 4. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR
J Q TREAD DEPTHS SHALL BE 11 INCHES MINIMUM.
Zr• �; 'yf 5. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE
• STEEL TUBE-- BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND
CV):' - SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS.
BIDDING DOCUMENTS
:;..:;.. - CONCRETE STEPS AND PIPE RAILING DETAIL FINAL DRAWING -FOR REVIEW PURPOSES ONLY -
END SECTION ASSEMBLY ELEVATION `- _ + BREAMWAY 63 UPDATED MARCH, 2017
SHEET 2 OF 7 A.T.-I SYSTEM LINE POST SHEET 2 OF 7 NOT TO SCALE NOT RELEASED FOR CONSTRUCTION
862.02 862.02
SIGNED AND DATED:
,,�'AR���,,, �I2020.08.25 HORSEPASTURE RIVER
0.°°°°°° �� �'% 15:53:26-04'00' SHEET
o0°oFESS/oN°°%
WASTEWATER TREATMENT PLANT NOT TO SCALE
20 0, 9� o� THIS DOCUMENT HAS BEEN DIGITALLY MISCELLANEOUS DETAILS
55 Broad Street - o SEAL o = SIGNED AND SEALED IN ACCORDANCE
Asheville, NC 28801 = o 039177 0 — REQUIREMENTSNDFOUNDCN INC OFFICE
AND COLLECTION SYSTEM IMPROVEMENTS OFFICE MANAGER DESIGNER
828.252.0575 = �, o � ADMINISTRATIVE CODE 2,-AS BEEN TUCKASEIGEE WATER & SEWER AUTHORITY
°°FNGINEE�°° �"� THIS DIGITAL SIGNATURE HAS BEEN M. CATHEY N. SAWYER C=216
Q FOUND BY THE NC BOARD OF
NC Firm License # C-0459 T�°°°°°°°*� EXAMINERS FOR ENGINEERS AND
����� SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com ����II�III�� STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION JAC KS O N COUNTY, NORTH CA R O L I N A K. SEAMAN J U LY 2020 15.00391 USDA-RD
VALIDATING THE SIGNATURE.
1'-6"
4"
5 TREADS (TYP.)
(VERIFY IN FIELD DURING CONSTRUCTION)
LANDING 4"-0" MIN.
5 TREADS (TYP.)
(VERIFY IN FIELD DURING CONSTRUCTION)
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EXISTING FLOODPLAIN
_ PROPOSED 8—IN ABC STONE
3183. \ \ \\ I f I 1
--,/V,
3200
3195
3190
3185
3180
3175
3170
PROPOSED 8 OZ/SY
NON —WOVEN GEOTEXTILE
FABRIC, WITH 2—FT
WRAPPED UNDER #57 STONE/
SURGE STONE EMBEDMENT
PROPOSED 8 OZ/SY
NON —WOVEN GEOTEXTILE
FABRIC (TYP)
PROPOSED 8" ABC STONE OR
4" ABC STONE WITH 4" TO 6"
OF CONCRETE
12+00
#57 WASHED STONE/
SURGE STONE EMBEDMENT,
1—FT ABOVE PROPOSED PIPE,
1—FT BELOW PROPOSED PIPE.
REFER TO SECTION A —A BELOW.
PROPOSED 6" PVC SCHEDULE
40. 24" LONG, 12" INTO RIP
RAP, OPEN EACH END (TYP. OF 6).
PROPOSED 48—IN HDPE PIPE (TYP)
PROPOSED 8" ABC STONE OR
4" ABC STONE WITH 4" TO 6"
OF CONCRETE
PROPOSED 8 OZ/SY
NON —WOVEN GEOTEXTILE
FABRIC WITH 2—FT TURN
DOWN EDGE
PROPOSED CLASS B
3190 RIP RAP
K1&1.1
TEMPORARY STREAM CROSSING 3180
20 0 10 20 40
3175
GRAPHIC SCALE DIVISION VALUE = 20 FEET
3170
BIDDING DOCUMENTS
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR
CONSTRUCTION
I/ A 55 Broad Street
MCgj Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I lassociates. com
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SIGNED AND DATED:
2020.08.25
15:54:23-04'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO. I DATE I BY
DESCRIPTION
10+00
5—FT FABRIC WRAPPED
UNDER STONE
PROPOSED 3,000 PSI
CONCRETE, PENETRATED
4"-6" INTO RIP RAP
PROPOSED 8OZ/SY NON —WOVEN
GEOTEXTILE FABRIC
#57 WASHED STONE TO BE PLACED
12—IN BELOW AND ABOVE PIPE
2—FT FABRIC WRAPPED BETWEEN
#57 STONE AND SURGE STONE
HORSEPASTURE RIVER
WASTEWATER TREATMENT PLANT
AND COLLECTION SYSTEM IMPROVEMENTS
TUCKASEIGEE WATER & SEWER AUTHORITY
JACKSON COUNTY, NORTH CAROLINA
PROPOSED 2—FT COVER
OF SURGE STONE
PROPOSED 3,000 PSI CONCRETE, PENETRATED 4-6" INTO RIP RAP.
FULLY COVER UPSTREAM AND DOWNSTREAM FACE WHERE RIP RAP
IS EXPOSED, CONTRACTOR TO ENSURE THAT ALL PIPE PENETRATIONS
ARE FULLY GROUTED AND NO VOIDS ARE PRESENT.
12+50
%-- EXISTING GROUND
PROPOSED 2—FT BETWEEN PIPE (TYP)
PROFILE-
10 0 5 10 20
GRAPHIC SCALE DIVISION VALUE = 10 FEET
PROPOSED GROUND
10+50
CROSS SECTION A -A
10 0 5 10 20
GRAPHIC SCALE DIVISION VALUE = 10 FEET
NOT TO SCALE
OFFICE MANAGER DESIGNER
M. CATHEY N. SAWYER
PROJECT MANAGER REVIEWER
K. SEAMAN
3200
3195
3190
3185
3180
3175
3170
PROPOSED 3,000 PSI
CONCRETE, PENETRATED
4"-6" INTO RIP RAP
PROPOSED 48—IN
HDPE PIPE
3190
3185
3180
3175
3170
PROPOSED 6" PVC SCHEDULE 40.
24" LONG, 12" INTO RIP RAP, OPEN
EACH END
PROPOSED 3—FT COVER OF RIP RAP
MISCELLANEOUS DETAILS
DATE PROJECT # FUNDING #
JULY 2020 15.00391 USDA-RD
SHEET
C=217
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