20230201 Ver 1_USACE Permit_20230417

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2022-01261 County: Henderson
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: D&H Company / Attn: Nat Leathers
Address: 447 East Main Street
Tupelo, Mississippi 38804
Telephone Number: [phone]
Location description: The proposed project area is located at 4175 Hendersonville Road, in Fletcher,
Henderson County, North Carolina. The approximate central coordinates are: 35.4286,-82.5034.
Description of projects area and activity: The proposed project consists of the construction of a commercial
property (Dodge's Store). The proposed development would permanently impact 0.24-acre of wetlands.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: Nationwide Permit 39
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance
with the attached conditions, above noted special conditions, and your submitted application and attached
information dated February 6, 2023. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative
penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the
nationwide/regional permit authorization is reissued and/or modified, this verification will remain valid until the
expiration date identified below, provided it complies with all requirements of the modified nationwide/regional
permit. If the nationwide/regional permit authorization expires or is suspended, revoked, or is modified, such that
the activity would no longer comply with the terms and conditions of the nationwide/regional permit, activities
which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the
nationwide/regional permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide/regional permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Resources (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Brooke Davis at 828-271-7980, ext. 4232 or [e-mail].
YJ
Corps Regulatory Official: Date: April 17, 2023
Brooke Davis
Expiration Date of Verification: March 14, 2026
Copies Furnished (via email
Alex Lowdermilk, McGill Associates
Andrew Moore, NCDEQ-DWR
Andrea Leslie, NCWRC
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete our Customer Satisfaction Survey located at:
hl!ps://re"latoly.ops.usace.LKmy.mil/customer-service-surve

SPECIAL CONDITIONS:
To offset the impacts to 0.24-acre of wetland, credits for at least 0.36-acre of wetlands (1.5:1 mitigation
ratio) shall be purchased. Documentation of this credit purchase shall be provided to this office prior to
commencement of any placement of fill material within jurisdictional waters of the U.S.

DODGE'S STORE
FLETCHER, NORTH CAROLINA
PROJECT ADDRESS
SCHEDULE OF DRAWINGS
HENDERSONVILLE ROAD
G-001 .....
COVER SHEET
FLETCHER, NC 28732
G-002 .....
GENERAL NOTES
PROPERTY OWNER/DEVELOPER
CE-0
100....
EXISTING CONDITIONS AND DEMOLITION PLAN
NAT LEATHERS
C-100 .....
SITE LAYOUT PLAN
D&H COMPANY
C-101 .....
INITIAL EROSION AND SEDIMENT CONTROL PLAN
447 EAST MAIN STREET
C-102 .....
FINAL EROSION AND SEDIMENT CONTROL PLAN
TUPELO, MS 38804
C-103 .....
GRADING PLAN
[phone]
C-104 .....
STORMWATER MANAGEMENT PLAN
[e-mail]
C-105 .....
STORMTECH DETAILS
APPROXIMATE sirE
C-106 .....
STORMTECH DETAILS
PROJECT ENGINEER
�°�AT�°N
G107 .....
UNDERGROUND UTILITY PLAN
C-108 .....
LANDSCAPE PLAN
ROBERT WILL, PE
C-109 .....
LANDSCAPE DETAILS
MCGILL ASSOCIATES, PA
G500 .....
STANDARD DETAILS
55 BROAD STREET
- -
G501 .....
STANDARD DETAILS
ASHEVILLE, NC 28801
G502 .....
STANDARD DETAILS
828.252.0575
G503 .....
STANDARD DETAILS
G504 .....
STANDARD DETAILS
G505 .....
STANDARD DETAILS
wooDHiLL DR.
G506 .....
STANDARD DETAILS
US HWY. 25
500 0 250 500 1000 REVISION BLOCK
ry
C I N I TY MAP NO. DATE BY DESCRIPTION
GRAPHIC SCALE DIVISION VALUE = 500 FEET
® 55 Broad Street Q.
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
JANUARY 2023

GENERAL EROSION CONTROL NOTES
UPDATED FEBRUARY, 2022
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO WITHIN +/- 3% OF THE OPTIMUM
MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT
ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN 98% OF THE DENSITY OBTAINED BY
COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR METHOD
OF MOISTURE -DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS. ELASTIC SILTS (MH) AND FAT CLAYS (CH) SHOULD ONLY BE USED WITHIN THE
DEEPEST FILL SECTIONS AND SHOULD BE LOCATED AT A MINIMUM OF 2 FEET BELOW PAVEMENT
SUBGRADES AND 4 FEET BELOW SLAB -ON -GRADES AND/OR FOOTING ELEMENTS. A GEOTECHNICAL
ENGINEERING REPORT WAS PREPARED BY OTHERS UNDER DIRECTION OF THE OWNER AND IS
AVAILABLE UPON REQUEST.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED AND GRUBBED.
EC NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
44 J UPDATED MARCH, 2017
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. 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.
OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH CAROLINA
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
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
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
4.
PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
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
5.
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
UPON COMPLETION OF SLOPE STABILIZATION.
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
6.
SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL
5. DISPOSABLE MATERIAL
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.
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
7.
MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE
8.
REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY,
PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
9.
REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR EVALUATION AND INSTRUCTION
ON HOW TO PROCEED. IN THE EVENT THAT DEWATERING OR LOWERING OF THE WATER TABLE IS
NECESSARY, NCDEQ DWR SHALL BE CONTACTED PRIOR TO ANY WORK BEING PERFORMED.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
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.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH,
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
ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST
OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA
BY AREA APPROVAL BY THE ENGINEER.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP)
CONFORMING TO AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL
"B" TYPE.
WHERE SPECIFIED, 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 THE
TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE "RANCOR
BLUE SEAL" OR APPROVED EQUAL.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3.
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
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.
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NO. I DATE I BY
CONSTRUCTION SEQUENCE:
1. OBTAIN THE EROSION CONTROL PERMIT FROM NORTH CAROLINA DEPARTMENT OF ENVIRONMENT QUALITY.
2. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL OBTAIN FROM THE OWNER AND KEEP AT THE
JOB SITE THE FOLLOWING:
a. A POSTED COPY OF THE `EROSION AND SEDIMENT CONTROL APPROVAL" ISSUED BY HENDERSON COUNTY.
b. A CERTIFICATE OF COVERAGE (COC) ISSUED BY NCDEQ FOR COVERAGE UNDER THE NCGO1 CONSTRUCTION
STORMWATER GENERAL PERMIT, AND A COPY OF THE NCGO1 GENERAL PERMIT.
c. A COPY OF THE APPROVED PLANS.
3. CONTACT THE HENDERSON COUNTY SITE DEVELOPMENT AT [phone] FOR A PRE -CONSTRUCTION MEETING.
4. FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL RECORDS REQUIRED BY NCDEQ FOR THE INSTALLATION AND
MAINTENANCE OF THE SITE EROSION CONTROL.
6. PRE -DISTURBANCE NOTIFICATION TO NCDEQ INSPECTOR.
7. CONSTRUCT TEMPORARY STABILIZED CONSTRUCTION ENTRANCES AS SHOWN ON PLANS.
8. INSTALL SILT FENCE AS SHOWN ON PLANS, CLEARING ONLY WHAT IS NECESSARY TO INSTALL THE SILT FENCE.
9. UPON APPROVAL, BEGIN CLEARING AND GRUBBING.
10. CONTINUE GRADING OF SITE AS SHOWN ON PLANS. MAINTAIN TEMPORARY DITCHES BASED UPON GRADING SUCH THAT
RUNOFF IS DIRECTED TO FIRST BAY OF BASINS.
11. INSTALL INLET PROTECTION AND ROCK PIPE INLET PROTECTION AS STATED ON THE PLANS.
12. SEED/GRASS FOR STABILIZATION ON ALL NEW CUT AND FILL SLOPES WITHIN 7 DAYS AFTER COMPLETION OF ANY
PHASE OF GRADING.
13. UPON COMPLETION OF GRADING AND SITE STABILIZATION, THE CONTRACTOR SHALL NOTIFY HENDERSON COUNTY FOR
POST DISTURBANCE INSPECTION OF EROSION CONTROL MEASURES WITH THE 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 HENDERSON COUNTY AT THE REQUEST OF THE OWNER.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN CO 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 BEHIND THE SILT FENCE WHEN IT BECOMES APPROX. 0.5 FEET
DEEP AT THE SILT FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
3. ALL SEEDED AREA SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE
COVER.
4. MAINTAIN ALL MATTING THAT HAS BEEN PLACE 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.
5. 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 MEASURERS.
6. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SKIMMER AND SEDIMENT BASINS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND RESHAPE
BASIN BACK TO THEIR ORIGINAL DIMENSIONS. SKIMMERS SHALL BE CHECK FOR CLOGGING AND
CLEANED OUT. REPAIR OR REPLACE ANY DAMAGED BAFFLES.
EC MAINTENANCE PLAN
45 UPDATED MARCH, 2017
DESCRIPTION
DODGE'S STORE
PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
TEMPORARY SEEDING SPECIFICATION
0aa1v.10ILM VA01 21
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 Ib 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
KOBE LESPENDEZA 10
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10Ib/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 AND OVERSEED THE LESPENDEZAS
IN MARCH.
SEEDING DATES:
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL 15
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib/ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
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 (Ib/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".
NOT TO SCALE
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
R.WILL
DESIGNER
G.ORR
REVIEWER
S. BURWELL
DATE
JANUARY 2023
GENERAL NOTES
PROJECT # FUNDING #
22.00108 N/A
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S GENERAL SEWER NOTES
�/�/ GENERAL WATER NOTES 34 UPDATED MARCH, 2017
49UPDATED MARCH, 2017
1. ALL CONSTRUCTION OUTSIDE RIGHTS -OF -WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND
TEMPORARY ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE
ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO
BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION,
CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
BEFORE YOU DIG
CALL 1-e00-e32-4949
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF N.C.ONEB-CAAILTHE ��NTER
NORTH CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE
TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS
PERTAINING TO CONSTRUCTION OPERATIONS.
7. WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18"
VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE
DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 18" SEPARATION EXCEPT UNDER NCDOT
STORM DRAINS WHICH SHALL HAVE 24" VERTICAL SEPARATION. IF SEPARATION IS NOT OBTAINABLE,
DUCTILE IRON PIPE SHALL BE USED FOR THE WATER LINE OR A SUPPORTING MATERIAL SUCH AS
FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
12. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING
CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION,
FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY.
ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
13. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED
AND 24 HOURS PRIOR TO CONSTRUCTION.
14. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A
WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT
THE CONTRACTOR'S EXPENSE.
15. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED
WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED
DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE-LAID AT NO ADDITIONAL COST TO
THE OWNER.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION
AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE
INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN
THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD
PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
1. ALL CONSTRUCTION OUTSIDE RIGHTS -OF -WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE,
OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING
TO CONSTRUCTION OPERATIONS.
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
10' EITHER SIDE OF THE CROSSING.
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" SEPARATION. IF 24" SEPARATION IS NOT
OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE SEWER LINE OR A SUPPORTING MATERIAL SUCH AS
FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND EXPOSED PIPING
SHALL BE FLANGED JOINT.
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT,
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION.
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL
PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT.
18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE
IRON IN PAVED AREAS.
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE.
WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION
OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND
SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO
OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE
SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A
SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED
ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED
ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS
PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED.
yo SHEET
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NO. DATE BY DESCRIPTION R.WILL S. BURWELL JANUARY 2023 22.00108 N/A
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\ \ \ India L. DB 1462 PG 690
Cheryl Redmon, Alvis Downs , Jr., and / Downs Plat Slide 2646 I
Lot / 187, Southchase Section IV PIN 9652682011 ' N/F \ \ \ \ DB 1462 PG 690 / Justin M. Speer I
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DB 3173 PG 331
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DB 436 PG 409
PIN 9652685237
EXISTING GRAVEL TO
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EXISTING 8" DIP
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ELECTRICAL LINE (TYP.)-- — — — — I EXISTING CURB TOW W W W 074-' W W W W W W W W _ 1SL,I�-�—
BE REMOVED (TYP.) I 2 m
EXISTING 16" DIP I
WATER LINE I
--- - - - -I - - - - - - ------ - - - - - - I
— — _ U.S. Highway 25
EXISTING SIDEWALK AND h
CURB TO BE REMOVED (TYP.) II
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— � I Edge of Asphalt \ I \218339
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® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
Zo o 10 20 40
�Go DODGE'S STORE
GRAPHIC SCALE DIVISION VALUE = 20 FEET
PERFECTION OIL COMPANY 0
OFFICE MANAGER DESIGNER
M. CATHEY G.ORR
Q� GING PPF L ETCHER NORTH CARO L I NA PROJECT MANAGER REVIEWER
NO. DATE BY DESCRIPTION R. WILL S. BURWELL
EXISTING CONDITIONS AND DEMOLITION
PLAN
DATE PROJECT # FUNDING #
JANUARY 2023 22.00108 N/A
SHEET
CE=1 00

DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
(PRE —DEVELOPMENT)
TOTAL
DRAINAGE PERVIOUS AREA:
DODGE'S STORE
1.15 ACRES
(50,166
SF) (49.5%)
HENDERSONVILLE ROAD
(PRE —DEVELOPMENT)
TOTAL
DRAINAGE IMPERVIOUS AREA.
FLETCHER, NC 28732
1.17 ACRES
(51,167
SF) (50.5%)
PROPERTY OWNER(S):
(POST —DEVELOPMENT) TOTAL
DRAINAGE PERVIOUS AREA:
0.55 ACRES
(23,784
SF) (23.5%)
NAT LEATHERS
(POST —DEVELOPMENT) TOTAL
DRAINAGE IMPERVIOUS AREA:
D&H COMPANY
1.78 ACRES
(77,545
SF) (76.5%)
447 EAST MAIN STREET
TUPELO, MS 38804
PHONE:[phone] REQUIRED PARKING:
CONTACT PERSON: 2 SPACES PER PUMP, 40 SPACES TOTAL
NAT LEATHERS
D&H COMPANY PARKING PROVIDED:
447 EAST MAIN STREET 57 SPACES
TUPELO, MS 38804
PHONE: [phone]
ENGINEER:
ROBERT WILL, P.E.
McGILL ASSOCIATES, P.A.
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
828.252.0575
R OB. WI LLCM CGI LLASSOCI ATES. COM
SURVEY INFORMATION BY:
EAS PROFESSIONALS
PIN NUMBER:
9652673798
9652674962
9652684073
9652673975
9652684005
ZONING DISTRICT: PROPOSED USE:
RS8 COMMERCIAL — GAS STATION/CONVENIENCE STORE
PROPERTY SIZE: TOTAL DISTURBED AREA:
1.57 ACRES 1.79 ACRES
1
1-5,670 SF BUILDING
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
GENERAL:
• PER FEMA FIRM MAP 3700965200J, EFFECTIVE
OCTOBER 2, 2008, NO PORTION OF THE
SUBJECT SITE IS WITHIN THE 100—YEAR
FLOODPLAIN.
• SITE IS LOCATED WITHIN FRENCH BROAD RIVER
BASIN.
• DIMENSIONS ARE FROM FACE OF CURB TO
FACE OF CURB WHERE APPLICABLE.
• LOCATIONS OF EXISTING UTILITIES AS SHOWN
ARE APPROXIMATE ONLY. EXACT LOCATIONS
ARE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR.
• SITE SLOPES PREDOMINATELY TOWARDS THE
EAST
SOIL TYPE(S): KINKORA LOAM
PLAN
N /F /
Alvis Downs, Jr., and India L.
Downs /
IV
Southchase Section
DB 1462 PG 690 /
Plat Slide 2649
PIN 9652671879
/ EXISTING WETLANDS
(-0.24 ACRES)
I
N /F
John Robert Greaves &
Sheila E. Akina—Greaves
Lot 209, Southchase Section 7—A
DB 1462 PG 690
Plat Slide 2646
PIN 9652682011
N /F
Justin M. Speer
Lot 211, S u3167ase Section 7—A
Plat Slide 2646
PIN 9652682142
' ADJACENT PROPERTY
LINE (TYP.)
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Southchase � '�
Part of Lot 189, 1 ° ° S d s ° EXISTING PROPERTY LINE
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(SEE DETAIL M 7 ON C-502) ° t t a s ° \
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AND DETAILS) I ° s °° °
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Joshua B. Allen
Lot 213, Southchase
PG 700 on VII—A
DB
Plat Slide 2646
PIN 9652683119
PROPOSED RETAINING WALL
(BY OTHERS)
N /F
Youngblood Oil Company INC
DB 436 PG 409
PIN 9652685237
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l 36.00' PROPOSED CONCRETE SIDEWALK (TYP.)
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9 1 e
PROPOSED CONCRETE PAVEMENT (TYP.)
R15.00'
(SEE DETAIL ST-10 ON C-502) PROPOSED DETECTABLE WARNING SURFACE (TYP.) R15.00' R15.00'
(SEE DETAIL ST-2 ON C-501)
PROPOSED SANITARY SEWER J
(SEE SHEET C-107) R15.00'
PROPOSED RETURNED CURB RAMP (TYP.)
(SEE DETAIL ST-1 ON C-501)
U.S. Highway 25
�gEF0R,6 y0
DODGE'S STORE
PERFECTION OIL COMPANY INC.
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0, GING PP
FLETCHER, NORTH CAROLINA
NO. DATE BY DESCRIPTION
20 0
10 20 40
GRAPHIC SCALE
DIVISION VALUE = 20 FEET
OFFICE MANAGER
DESIGNER
M. CATHEY
G.ORR
PROJECT MANAGER
REVIEWER
R.WILL
S. BURWELL
SITE LAYOUT PLAN
DATE PROJECT # FUNDING #
JANUARY 2023 22.00108 N/A
SHEET
C=1 00
00
0
0
0
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N /F /
Cheryl Redmon, Alvis Downs, Jr., and India L.
Downs /
Lot 187, Southchase Section IV
DB 1462 PG 690 /
Plat Slide 2649
PIN 9652671879
PROPOSED SILT FENCE OUTLET (TYP.)
(SEE DETAIL EC-2 ON C-501)
-EXISTING 6" PVC
WATER LINE
N /F
The City of Hendersonville, A North Carolina
Municipality
Part of Lot 189, Southchase
DB 3173 PG 331
Plat Slide 11091
PIN 965267288 i
i
9,06
2068
2066
W
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'BEFORE y
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Asheville, NC 28801 ICJ` Q o
828.252.0575mcgi
NC Firm License # C-0459 �— 9'�F A
mcgillassociates.com Q GING PP
NO. 1 DATE I BY
EXISTING WETLANDS
(N0.24 ACRES)
NW
O
EXISTING 15"
RCP 1
SD - - SD - - - SD
DI
DESCRIPTION
W W
1
N /F
John Robert Greaves & '
Sheila E. Akino—Greaves
Lot 209, Southchase Section 7—A '
DB 1462 PG 690
Plat Slide 2646
PIN 9652682011 ' N/F
Justin M. Speer
' Lot 211, Southchase Section 7—A
DB 3167 PG 339
Plat Slide 2646
' PIN 9652682142
EXISTING PROPERTY
LINE
� \
2066\�
I �
PLAN
U.S. Highway 25
W — N—PROPOSED TEMPORARY _
20% CONSTRUCTION ENTRANCE W
(SEE DETAIL EC-24 ON C-500)
(35.4247,—82.5031)
i
EXISTING OVERHEAD
— — ELECTRIC LINE (TYP.)
0
m
PP
LIMITS OF DISTURBANCE
(1.79 ACRES)
�0
0
N
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W — W W W W �L
EXISTING 16" DIP
WATER LINE II
\ I
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DODGE'S STORE
PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER
M. CATHEY
DESIGNER
G.ORR
PROJECT MANAGER
R.WILL
REVIEWER
S. BURWELL
N /F
Joshua B. Allen
Lot 213, Southchase Section VII—A
DB 1664 PG 700
Plat Slide 2646
PIN 9652683119
N /F
Youngblood Oil Company, INC
DB 436 PG 409
PIN 9652685237
PROPOSED SILT FENCE (TYP.)
(SEE DETAIL EC-1 ON C-500)
w
0
w
SS --0
218339
INITIAL EROSION AND SEDIMENT
CONTROL PLAN
DATE
JANUARY 2023
PROJECT # FUNDING #
22.00108 N/A
SHEET
C=101
w
0
0
0
(V
N

PLAN
N/F and India L.
Cheryl Redmon, Alvis Downs, Jr.,
Downs
Lot 187, Southchase Section IV
DB 1462 PG 690
Plat Slide 2649
PIN 9652671879
PROPOSED SILT FENCE OUTLET (TYP.)
(SEE DETAIL EC-2 ON C-501)
PROPOSED PIPE
OUTLET PROTECTION
(SEE DETAIL EC-17 ON C-502)
-EXISTING 6" PVC
WATER LINE
N /F
The City of Hendersonville, A North Carolina
'ci ality
Munl p
Part of Lot 189, Southchase /
DB 3173 PG 331
Plat Slide 11091
PIN 965267288 i
PROPOSED SILT FENCE (TYP.)
(SEE DETAIL EC-1 ON C-500)
0
0
O
Q
o ?
_ r
� O
G
I �
PROPOSED INLET PROECTION (TYP.)
(SEE DETAIL EC-15 ON C-501)
N /F
John Robert Greaves &
Sheila E. Akina—Greaves
Lot 209, Southchase Section 7—A
DB 1462 PG 690
Plat Slide 2646
PIN 9652682011
CVIC'TIAIl% \A/CTI AAIMC-
PROPERTY LINE
(TYP.)
N /F
Justin M. Speer
Lot 211, uose
Sec
DB3167339ion 7—A
Plat Slide 2646
PIN 9652682142
PROPOSED SLOPE MATTING (TYP.)
(SEE DETAIL EC-11 ON C-500)
\\ LIMITS OF DISTURBANCE
(1.89 ACRES)
N /F
Joshua B. Allen
Lot 213, Southchase Section VII—A
DB 1664 PG 700
Plat Slide 2646
PIN 9652683119
N /F
Youngblood Oil Company INC
DB 436 PG 409
PIN 9652685237
PROPOSED SILT FENCE (TYP.)
(SEE DETAIL EC-1 ON C-500)
0
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U.S. Wiigh-way 25
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Cheryl Redmon, Alvis Downs, Jr., and India L.
Downs /
i Lot 187, Southchase Section IV
/ DB 1462 PG 690 /
Plat Slide 2649
\ PIN 9652671879
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The City of Hendersonville, A North Carolina
Municipality
Part of Lot 189, Southchase
DB 3173 PG 331
Plat Slide 11091
PIN 96526728E
EXISTING WETLANDS
(N0.24 ACRES)
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(BY OTHERS)
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(SEE SHEET C-104)
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WATER LINE
2073
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Asheville, NC 28801 Q o
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NO. I DATE I BY
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RCP
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John Robert Greaves &
Sheila E. Akina—Greaves
Lot 209, Southchase Section 7—A
DB 1462 PG 690
Plat Slide 2646
PIN 9652682011
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Justin M. Speer I
' Lot 211, Southchase Section 7—A
DB 3167 PG 339 I
Plat Slide 2646
' PIN 9652682142
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LINE (TYP.)
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Joshua B. Allen
Lot 213, southchase
PG 700 on VII—A
DB
Plat Slide 2646
PIN 9652683119
PROPOSED RETAINING WALL
(BY OTHERS)
j PROPOSED SANITARY SEWER
(SEE SHEET C-107)
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PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
R.WILL
DESIGNER
G.ORR
REVIEWER
S. BURWELL
N /F
Youngblood Oil Company, INC
DB 436 PG 409
PIN 9652685237
GRADING PLAN
DATE PROJECT # FUNDING #
JANUARY 2023 22.00108 N/A
SHEET
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The City of Hendersonville, A North Carolina
Municipality
Part of Lot 189, Southchase
pB 3173 PG 331
Plat Slide 11091
PIN 965267288
PROPOSED OCS
N: 627865.98
PROPOSED JB-A4 -
N: 627824.84
E: 956454.69
RIM: 2073.53
INV IN: 2068.96 (S)
INV. IN: 2068.96 (E)
INV OUT. 2068.96
54 LF 12" HDPE ® 1.00%
12" TRENCH DRAIN
TOP: 2071.46
INV. OUT. 2069.50
\I
PROPOSED STORMTECH UNDERGROUND
STORM WATER MANAGEMENT SYSTEM
(SEE SHEET C-106 FOR DIMENSIONS AND DETAILS)
54 LF 18" HDPE ® 1.007.
PLAN
/ N/F ' I
John Robert Greaves & '
/ Sheila E. Akina-Greaves I
N/F Lot 209, Southchase Section 7
Jr., an -A '
d India L. pB 1462 PG 690
Cheryl Redman, Alvis Downs,
Downs / Plat Slide 2646 I
Lot 187, Southchase Section IV PIN 9652682011 ' N/F
pB 1462 PG 690 / Justin M. Speer I
-
Plat Slide 2649 '
Lot 211, Southchase Section 7
PIN 9652671879
pB 3167 PG 339 I
/ Plat Slide 2646
' PIN 9652682142
I
PROPOSED OUTLET
N: 627947.74
E: 956411.34 z \ \ \
RETAINING WALL (SEE ARCH./STRUCT. INV OUT. 2065.84 \� \
FOR DIMENSIONS AND DETAILS)00000
EXISTING WETLANDS
(N0.2434 ACRES)
A,
PROPOSED JB-A2 A, \ \ \ \
N: 627872.34 A,
E: 956450.38 /
RIM: 2074.32
INV IN: 2066.67 // 28 LF 18" HDPE O 0.93%
INV OUT: 2066.67
N/F
Joshua B. Allen
Lot 213, Southchose
PG 700on VII-A
Plat Slide 2646
PIN 9652683119
RETAINING WALL (SEE ARCH./STRUCT.
FOR DIMENSIONS AND DETAILS)
N/F
Youngblood Oil Company, INC
pB 436 PG 409
PIN 9652685237
PROPOSED SANITARY SEWER
(SEE SHEET C-107)
1 I "' `" """' " PROPOSED JB-B3
` \
PROPOSED JB-B2 N: 628060.17
RIM: 2073.65 - INV IN: 2068.00 - _ N: 627990.69 E: 956611.86
INV OUT: 2068.00 -\� RIM:2075.32 8.07 PRORIFFE HE TIC-107E� IN
4.98
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OPOSED
PROPOSED ICS-2
N: 627807.29
E: 956505.93 \ \ �' - - / 18 LF 15" HDPE ® 1.59% L -
RIM: 2073.48 - - -31111111111� - l • _-'
/ INV IN: 2067.60 121 LF 15" HDPE O 1.00% ' ` 70 LF 15" HDPE ®1.00% 73 LF 12" HDPE O 1.00%
INV OUT: 2069.50 / -
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S _ - I
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PROPOSED GI-A8 \�j �� \\r - _ - - - - 16 LF 12" HDPE O 1.00%
N: 627783.78
E: 956531.74
RIM: 2072.90
INV OUT: 2069.00 , _ �� PROPOSED JB-B1 I
N: 627924.24
E: 956565.31 12" TRENCH DRAIN I
RIM: 2074.87 TOP: 2073.39 12" TRENCH DRAIN I
INV IN: 2069.50 (N)
TOP: 2073.95 f
I PROPOSED JB-A7 INV. OUT. 2070.39 INV. OUT. 2071.09 - I
I N: 627809.85 INV. IN: 2070.23 (E) PROPOSED GI-62
I E: 956526.13 INV OUT: 2069.50 N: 627985.72
I 27 LF 15" HDPE ® 0.807o RIM: 2073.67 E: 956602.57 I
INV IN: 2068.79 (S) RIM: 2074.29
INV IN: 2068.29 (N) INV OUT: 2071.42
INV OUT. 2068.29 U.S. Highway 25
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Asheville, NC 28801 , o PERFECTION OIL COMPANY INC.OFFICE MANAGER DESIGNER
828.252.0575 !,� N9 ��
M. CATHEY G.ORR C=1 04
NC Firm License # C-0459
me illassociates.com Q� GING QP� FLETCHER' NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
9 NO. DATE BY DESCRIPTION R.WILL S. BURWELL JANUARY 2023 22.00108 N/A
00
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PROPOSED LAYOUT
PROPOSED ELEVATIONS
PROJECT INFORMATION
ENGINEERED PRODUCT A ❑■ ;�'�t 91
MANAGER ! -s =s KL
SiteAssist W'r
AFOR STORMTECH �-�'
ADS SALES REP • •��
//A1r*1r1M INSTALLATION INSTRUCTIONS
Advanced Drainage Systems, Inc. VISIT OUR APP s' a
PROJECT NO. 122.00108
MC-3500 STORMTECH CHAMBER SPECIFICATIONS
DODGE'S CONVENIENCE STORE
STORMTECH
FLETCHER, NC
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM
1. CHAMBERS SHALL BE STORMTECH MC-3500.
2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE
COPOLYMERS.
3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED
WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD
IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.
5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE
THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)
LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION
FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,
"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)
MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.
7. REQUIREMENTS FOR HANDLING AND INSTALLATION:
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING
STACKING LUGS.
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS
THAN 3".
• TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE
GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER
DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED
FROM REFLECTIVE GOLD OR YELLOW COLORS.
8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN
ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:
• THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
• THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR
DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO
LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.
• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN
EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.
9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
©2022 ADS, INC.
1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A
PRE -CONSTRUCTION MEETING WITH THE INSTALLERS.
2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
• STONESHOOTER LOCATED OFF THE CHAMBER BED.
• BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
• BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.
6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.
7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.
8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3
OR #4.
9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.
10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN
ENGINEER.
11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE
STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
NOTES FOR CONSTRUCTION EQUIPMENT
1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:
• NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
• NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE
WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
• WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE
BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD
WARRANTY.
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS
AASHTO MATERIAL
MATERIAL LOCATION
DESCRIPTION
COMPACTION / DENSITY REQUIREMENT
CLASSIFICATIONS
FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'C'
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
D
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
N/A
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE'D'
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.
PREPARATION REQUIREMENTS.
LAYER
AASHTO M145'
INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE TOP OF THE
GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
A-1, A-24, A-3
BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE
PROCESSED AGGREGATE.
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
C
CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C'
OR
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
LAYER.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
LAYER.
AASHTO M43'
PROCESSED AGGREGATE MATERIALS.
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
B
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE
'C'
CLEAN, CRUSHED, ANGULAR STONE
AASHTO M43'
NO COMPACTION REQUIRED.
FOUNDATION STONE ('A' LAYER) TO THE LAYER ABOVE.
3, 4
A
FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO
CLEAN, CRUSHED, ANGULAR STONE
AASHTO M43'
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,1
THE FOOT (BOTTOM) OF THE CHAMBER.
3, 4
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
6" (150 r
ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
• C-3500
END CAP
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
&� _
D 'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED 8'
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 18" G` INCREASE COVER TO 24" (600 mm). 2.4 (450 mm) MIN' ( m )
MAX
12" (300 mm) MIN
6„
SUBGRADE SOILS (150 mm) MIN
(SEE NOTE 3)
45"
(1140 mm)
L DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
77" (1950 mm) 12" (300 mm) MIN
NOTES:
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76
DESIGNATION SS.
2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION
FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5. REQUIREMENTS FOR HANDLING AND INSTALLATION:
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3".
• TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF
ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
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7628 (
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STONE INCLUDED)
\� ISOLATOR ROW PLUS
\\\\\ (SEE DETAIL)
PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
- BED LIMITS
TOP OF MC-3500 CHAMBER: 2071.33
24" ISOLATOR ROW PLUS INVERT: 2067.75
OTTOM OF MC-3500 CHAMBER:
F
E
H
COVER PIPE CONNECTION TO END CAP WITH ADS
GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
PART TYPE
=ABRICATED END CAP
=ABRICATED END CAP
I
IFOLD
RE
RE
2067.69 W/WEIR
2067.58 UNDERDRAIN
56.29'
WU DESCRIPTION
A 24" BOTTOM CORED END CAP, PART#: MC35001EPP24BC / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWS
B 12" BOTTOM CORED END CAP, PART#: MC35001EPP12B / TYP OF ALL 12" BOTTOM C
C INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC350024RAMP
D 12" x 12" BOTTOM MANIFOLD, ADS N-12
E 12" x 12" BOTTOM MANIFOLD, ADS N-12
F OCS (DESIGN BY ENGINEER / PROVIDED BY OTHERS)
G (DESIGN BY ENGINEER / PROVIDED BY OTHERS)
H 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN
'INVERT ABOVE BASE OF CHAMBER
NVERT MAX FLOW
2.06"
1.35"
1.35"
7.4 CFS IN
NOTES
• MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE.
DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD
COMPONENTS IN THE FIELD.
• THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.
• THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR
DETERMINING
THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS
PROVIDED.
• NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE.
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART #: MC350024RAMP
MC-3500 CHAMBER
24" (600 mm) HDPE ACCESS PIPE REQUIRED USE
FACTORY PRE -CORED END CAP
PART #: MC35001EPP24BC OR MC35001EPP24BW
MC-3500 ISOLATOR ROW PLUS DETAIL
A. INSPECTION PORTS (IF PRESENT)
A. 1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR PLUS ROWS
B. 1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ff) FOLLOW OSHA REG(fLATTONVS FOR CONFfNNED SPACE ENTRY fF EIVTERfIVG MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
DODGE'S STORE
PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
NTS
OPTIONAL INSPECTION PORT
MC-3500 END CAP
ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
AS NOTED
STORMTECH DETAILS
OFFICE MANAGER DESIGNER
M. CATHEY G.ORR
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
R.WILL S. BURWELL JANUARY 2023 22.00108 N/A
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UNDERDRAIN DETAIL
NTS STORMTECH
CHAMBER
)RMTECH END CAP
-LET MANIFOLD
FOUNDATION STONE
BENEATH CHAMBERS
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
STORMTECH END CAP
FOUNDATION STONE
BENEATH CHAMBERS
ADS G EOSYNTH ETI CS 601T
NON -WOVEN GEOTEXTILE
-ITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS
6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS
MC -SERIES END CAP INSERTION DETAIL
12" (300 mm) MIN INSERTION
MANIFOLD STUB
MANIFOLD HEADER
12" (300 mm)
MIN SEPARATION
I
18" HDPE
INV. OUT.:
NTS
STORMTECH END CAP
12" (300 mm)
MIN INSERTION
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
NOTE:
INLET CONTROL STUCTURE:
5'X5' BOX (INSIDE DIMENSIONS)
TOP: (2) MANHOLE LIDS
PIPE A9
IV IIVI V
INV. IN: 2068.00
MC-3500 TECHNICAL SPECIFICATION
NTS
VALLEY
STIFFENING RIB CREST
CREST WEB
STIFFENING RIB LOWER JOINT
CORRUGATION
FOOT
it"�Mj
WALL UPPER JOINT CORRUGATION
-GRATED
BUILD ROW IN THIS DIRECTION b
RDRAIN I
SECTION B-B
12" (300 mm)
MIN SEPARATION
O
MANIFOLD HEADER
MANIFOLD STUB
77.0"
(1956 mm) 75.0"
(1905 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0"
(1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE 109.9 CUBIC FEET
(3.11 m')
MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET
(4.96 m')
WEIGHT 134 Ibs.
(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 75.0" X 45.0" X 22.2"
(1905 mm X 1143 mm X 564 mm)
END CAP STORAGE 14.9 CUBIC FEET
(0.42 ma)
MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET
(1.28 ml)
WEIGHT 49 Ibs.
(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN
CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS
AND 40% STONE POROSITY
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
PART #
STUB
B
C
MC35001EPP06T
6" (150 mm)
33.21" (844 mm)
MC35001EPP06B
---
0.66" (17 mm)
MC35001EPP08T
g" (200 mm)
31.16" (791 mm)
---
MC35001EPP08B
---
0.81" (21 mm)
MC35001EPP10T
10" (250 mm)
29.04" (738 mm)
---
MC35001EPP10B
---
0.93" (24 mm)
MC35001EPP12T
12" (300 mm)
26.36" (670 mm)
---
MC35001EPP12B
---
1.35" (34 mm)
MC35001EPP15T
15" (375 mm)
23.39" (594 mm)
---
MC35001EPP15B
---
1.50" (38 mm)
MC35001EPP18TC
18" (450 mm)
20.03" (509 mm)
---
MC35001EPP18TW
MC35001EPP18BC
1.77" (45 mm)
MC35001EPP18BW
MC35001EPP24TC
24" (600 mm)
14.48" (368 mm)
---
MC35001EPP24TW
MC35001EPP24BC
2.06" (52 mm)
MC35001EPP24BW
MC35001EPP30BC
30" (750 mm)
2.75" (70 mm)
NOTE: ALL DIMENSIONS ARE NOMINAL
)PE MANIFOLD
V. IN: 2067.69
P
2
Ir
PIPE A6
18" HDPE
INV. OUT:2
PIPE A7
18" HDPE
INV. IN: 2068.01
INLET CONTROL STRUCTURE.
NOT TO SCALE
- ® 55 Broad Street
Asheville, NC 28801
828.252.0575
C9 I NC Firm License # C-0459
mcgillassociates.com
!\I\V JLVr 11\V 1 LV
PATH TOWARDS THE
INVERT OUT OF THE
STRUCTURE
- ICS-1
86.0" (2184 mm)
INSTALLED
90.0" (2286 mm)
ACTUALLENGTH
22.2"
(564 mm)
INSTALLED
25.7"
'I (653 mm) I�
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CUSTOM PRECORED INVERTS ARE
Q CO
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AVAILABLE UPON REQUEST.
v ::10
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INVENTORIED MANIFOLDS INCLUDE
00
X.
12-24" (300-600 mm) SIZE ON SIZE
xw
AND 15-48" (375-1200 mm)
Z
ECCENTRIC MANIFOLDS. CUSTOM
w
INVERT LOCATIONS ON THE MC-3500
a o
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
Z J m
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
00
ARE THE HIGHEST POSSIBLE FOR
SHEET
THE PIPE SIZE.
5OF5
2073.65
OLE STEPS
OF WEIR:2068.30
?" HDPE MANIFOLD
INV. IN: 2067.69
OF
RE ELEV.:2067.69
6" HDPE i
INV. IN:2C
PIPE A3
18" HDPE
INV. OUT: 2066.82
NOTE:
INLET CONTROL STUCTURE:
4'X4' BOX (INSIDE DIMENSIONS)
TOP: (1) MANHOLE LID
INV. IN: ZV00.0L
2071.33-
2066.83-
NOTE:
INLET CONTROL STUCTURE:
4'X4' BOX (INSIDE DIMENSIONS)
TOP: (1) MANHOLE LID
PIPE A5
18" HDPE BYP
INV. IN:2061
ORIFICE
V. : 2066.83
WEIR DETAIL
DETAIL
BELOW
HDPE MANIFOLD
IN: 2067.69
6" HDPE
INV. IN: A
PIPE A4
18" HDPE B
INV. IN: 206E
PIPE A3
18" HDPE
INV. OUT::
in VCR 1 vv i yr i nr- INV. IN: 2067.69
STRUCTURE
OUTLET CONTROL STRUCTURE - OCS
NOT TO SCALE
R
PIPE
18" HDPE BYP
INV. IN: 2061
46
DPE BYPASS
INV. IN: 2067.60
INLET CONTROL STRUCTURE.
NOT TO SCALE
/'II\V JLVr II\V 1 LV 1
PATH TOWARDS THE
INVERT OUT OF THE
STRUCTURE
- ICS-2
1.33
OF
URE ELEV.:2066.83
5
2070.60
A6
HDPE BYPASS
IN: 2067.60
067.53
gEFORFYD SHEET
DODGE'S STORE AS NOTED
��Q' • STORMTECH DETAILS
o PERFECTION OIL COMPANY OFFICE MANAGER DESIGNER
ad INC. M. CATHEY G.ORR C=1 06
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
GING PF L ETC H E R� NORTH CARO L I NA
NO. DATE BY DESCRIPTION R.WILL S. BURWELL JANUARY 2023 22.00108 N/A
00
0
0
0
N
N

/ PLAN
/ N/F ' I
\ / John Robert Greaves & Ain
a—Greaves I I
\ / Sheila E.
N/F Lot 209, Southchase Section 7—A '
Jr., and India L. pg 1462 PG 690
Alvis Downs, I
Cheryl Redman, Downs / Plat Slide 2646
Section IV
PIN 9652682011 I N/F
Justin
Lot 187, Southchase Southchase Speer I
DB 1462 PG 690 / Section
Plat Slide 2649 Lot 211, 7—A
pg 3167 PG 339
PIN 9652671879 I
/ Plat Slide 2646
IPIN 9652682142
/ I
< ;�\ \ I ADJACENT PROPERTY LINE (TYP.)
EXISTING 6 PVC
WATER LINE
EXISTING WETLANDS / / \\ N/F
n+ 066 / \\ \ Joshua B. Allen
( 0.24 ACRES) z \ \
Lot 213, Southchase Section VII—A
I I s pg 1664 PG 700
I
/ �r Plat Slide 2646
06, �o6a 2o6g 20� O ZO, 2Q7 2 ZQ7 3 \ \ \ \ o\ \ PIN 9652683119
N/F / /
North Carolina /
The City of Hendersonville, A / 8 \ \ ?06' �\
Municipality /
Part of Lot 189, Southchase / / \ \ \\
pg 3173 PG 331 Plat Slide 11091 / ti / 9 \� �o\\
PIN 965267288 /
/ / / /� SEE PLUMBING DRAWINGS FOR 2� \ \ ��0 �\\
CONTINUATION
\ i
6s' / _ /_ — — _ �' SEE PLUMBING DRAWINGS FOR / ` i
2D r 'A.r CONTINUATION \011
69
.2°69 / _ / — , 1111110
—2p6% _ i \ \ `, i \ \ _ I �� // _ EXISTING PROPERTY LINE
PROPOSED STORM WATER FJ
MANAGEMENT SYSTEM
(SEE SHEET C-105 AND C-106)�
PROPOSED MH #1
N: 327796.08
E: 956510.99
RIM: 2073.21
INV IN: 2065.05
INV. OUT: 2064.95
(FIELD VERIFY)
SSMH BOLTED
/ MSD #15-29289
/ TOP=2072.05'
/ INVERT=2064.55'
/ (PER RECORD)
W
OHE — — —
W W
EXISTING 8"
DIP WATER LINE
207
PROPOSED MH #2
N: 627805.90
E: 956534.61
RIM: 2073.21
INV IN: 2065.34
INV OUT: 2065.24
oW
EXISTING 15" o
RCP
W W W CONNECTION WITH CITY OF HENDERSONVILLE
/ 2pj4- WATER DEPARTMENT
/
U.S. Highway 25
0
2074.E m
EXISTING OVERHEAD
ELECTRIC LINE (TYP.)
—SID
— — — — — — — — — — —
DI o
I
W W
�,�,BEFORF
y
�\V OGo�� DODGE'S STORE
® 55 Broad Street ��
Asheville, NC 28801 Q o
828.252.0575 !,� N9 ��
PERFECTION OIL COMPANY INC.
NC Firm License # C-0459 pPQ��
mcgillassociates.com Q GING FLETCHER, NORTH CAROLINA
NO. DATE BY DESCRIPTION
N/F
Youngblood Oil Company, INC
Dg 436 PG 409
PIN 9652685237
PROPOSED MH #4
N: 628132.96
E: 956597.06
RIM: 2073.45
INV. IN:: 2068.18 (FIELD VERIFY)
INV OUT. 2068.08
ss --e
SSMH BOLTED
MSD
615-80647
TOP=2072.89'
� II
EXISTING 16" DIP
WATER LINE
\ 2p7s, I
J�
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
R.WILL
DESIGNER
G.ORR
REVIEWER
S. BURWELL
UNDERGROUND UTILITY PLAN
DATE
JANUARY 2023
PROJECT # FUNDING #
22.00108 N/A
SHEET
C=1 07
O
O
O
N
N

12"
5' STE
(MIN. '
STEEL
POST
WIRE
FENCE
24" \�
/
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
MIN. 14 GAUGE 6"X6" WIRE
6' MAX EXTRA STRENGTH FABRIC WITHOUT
unnr rr•,nr
SLOPE
SLOPE LENGTH(FT)
<2%
100
2 TO 5%
75
5 TO 10%
50
10 TO 20%
25
>20%
15
THE TRENCH
SECTION VIEW
FILTER
FABRIC
EXISTING
GROUND
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
�f \\ UPSLOPE
8„ (DISTURBED AREA)
MIN.
MAXIMUM AREA(SQFT)
10,000
7,500
5,000
2,500
1,500
JG
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.
rE'C'\ SILT FENCE
Q_�')
UPDATED JANUARY, 2023
NOT TO SCALE
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
PLAN
SYMBOL
NOTES:
m)
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND
FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.
ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING AND SPACING STAPLES/STAKES IN APPROPRIATE LOCATIONS PER
MANUFACTURER RECOMMENDATIONS.
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP.
STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S WIDTH.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE
RECP'S.
7. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
8. SEE GRADING PLAN FOR LOCATIONS 0 CUT AND FILL SLOPES.
9. MATTING SHALL BE : NORTH AMERICAN GREEN S150. INSTALL ON ALL DISTURBED SLOPES.
10. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
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"
SPACING, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
EROSION
CONTROL
BLANKET
EXCAVATED CU'
SLOPE
10"
I�
METAL STAPLE
EXISTING ROAD
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
/ v
/ v
0
0
/ v o
6" HUMP TO DIVERT RUNOFF"
FROM EXISTING ROAD
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST)
71�1aa7_1-i:1[y
Im
36' MIN.
50' MIN.
4'_
1,01 1z.1
•M
' 'Oo-
1p
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 JANUARY, 2023
NOT TO SCALE
6"
11
10'-0" WASHOUT AREA MAINTENANCE
\\ \ 1. INSTALL SIGNAGE IDENTIFYING THE LOCATION OF CONCRETE WASHOUT SYSTEMS.
2, INSPECT DAILY AND AFTER EACH STORM EVENT.
\�\\\ 3. NSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE
i�//�//\ „'., ;• CONTAINMENT SYSTEM.
4. INSPECT SYSTEM FOR //\\//\\// GI ' ~ i • ' SOIL BY EQUIPMENT.
5. INSPECT POLYETHYLENE LIN LEAKS,
F RSFAILURE,, INCLUDI G, AND TRACKINGF TEARS AND PUNCTURES.
6. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF MATERIAL EROSION CONTROL BLANKET 7. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES FIFTY
\\ \\ \\ \\ \ Q STRAW BALES PERCENT OF DESIGN CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTINUED UNTIL
TYP. APPROPRIATE MEASURES CAN BE INITIATED TO CLEAN THE STRUCTURE.
�j/\\//\\//\\//\\//\\ • 8. UPON REMOVAL OF SOLIDS, INSPECT THE STRUCTURE. REPAIR STRUCTURE AS NEEDED OR
CONSTRUCT A NEW SYSTEM.
/\\ \ \ \ \ • • • 9. DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE, OR
HAUL THE MATERIAL TO AN APPROVED CONSTRUCTION/DEMOLITION LANDFILL SITE. RECYCLING
COMPACTED FILL OF MATERIAL IS ENCOURAGED. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE
SLOPE ;j,• • APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING. THE AVAILABILITY FOR
RECYCLING SHOULD BE CHECKED LOCALLY.
10. THE PLASTIC LINER SHOULD BE REPLACED AFTER EACH CLEANING; THE REMOVAL OF MATERIAL
\\ \\ \\ \\ \\ \\ \ 2" X 2" WOOD STAKES TWO WILL USUALLY DAMAGE THE LINING.
/ EROSION PER BALE REQUIRED 11. THE CONCRETE WASHOUT SYSTEM SHOULD BE REPAIRED AND ENLARGED AS NECESSARY TO
\\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \ MAINTAIN CAPACITY FOR CONCRETE WASH.
o
\ CONTROL 12. CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER, IF THE
\\/ j\\j\\j\\j\\j\\j\\j\\j\ \\\\\\j\\j\\jQi /\\\j\\ \ 2, A
BLANKET o VCUUMLOR REMOVE
THE
EDUATDTHE D D POANITARY HEM INAUT ACCRITY PTABPRODEDETHEIR
D.
\�/�\\�/��/��%�/\\\� 3 419 j • . NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW FOR THE ACCEPTANCE
OF S MATERIAL ANOTHER
� SYSTEMFOR THEBASNOPTION WOULD BE TO UTILIZE A SECONDARY CONTAINMENT
RFURTH RDEWATERINUTILIZE
w M 13. INSPECT CONSTRUCTION ACTIVITIES ON A REGULAR BASIS TO ENSURE SUPPLIERS,
CONTRACTORS, AND OTHERS ARE UTILIZING DESIGNATED WASHOUT AREAS. IF CONCRETE WASTE
/ /\\\/\\/\\/\\ \\ �A �: IS BEING DISPOSED OF IMPROPERLY, IDENTIFY THE VIOLATORS AND TAKE APPROPRIATE ACTION.
\\\\ 14. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT
LINING, POLYPROPYLENE
ENEOVER SYSTEMS SHALL BE CLOSED. DISPOSE OF ALL HARDENED CONCRETE AND OTHER MATERIALS
BALES USED TO CONSTRUCT THE SYSTEM.
15 BE BACKFILLED,SGR DED,DAND STTABILIN ED.ISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD
\\/\\/\\/, /\\j�\//\\//\\/\\/\\//\\ \/� •� WASHOUT PROCEDURES
1. DO NOT LEAVE EXCESS MUD IN CHUTES R HOPPER AFTER THE POUR. EVERY EFFORT SHOULD
BE MADE TO EMPTY THE CHUTES AND HOPPER AT THE POUR. THE LESS MATERIAL LEFT IN
THE CHUTES AND HOPPER, THE QUICKER AND EASIER THE CLEANOUT. SMALL AMOUNTS OF
PLAN EXCESS CONCRETE (NOT WASHOUT WATER) MAY BE DISPOSED OF IN AREAS THAT WILL NOT
RESULT IN FLOW TO AN AREA THAT IS TO BE PROTECTED.
2. AT WASHOUT LOCATION, SCRAPE AS MUCH MATERIAL FROM THE CHUTES AS POSSIBLE BEFORE
ECSLOPE MATTING INSTALLATION WASHING THEM. USE NON -WATER CLEANING METHODS TO MINIMIZE THE CHANCE FOR WASTE TO
FLOW OFF SITE.
3. REMOVE AS MUCH MUD AS POSSIBLE WHEN WASHING OUT.
10 MIL POLYETHYLENE LINER 4. STOP WASHING OUT IN AN AREA IF YOU OBSERVE WATER RUNNING OFF THE DESIGNATED AREA
OR SYSTEM IS11 KING
UPDATED JANUARY, 2023 5. DO INOTEBACKAIFL FLUSH EQUIPMENT LETHERPROJECTOWING SITE.AND BACKEFLUSHING SHOULD BE
NOT TO SCALE RESTRICTED TO THE PLANT AS IT GENERATES LARGE VOLUMES OF WASTE THAT MORE THAN
17. LIKELY WALL EXCEED THE CAPACITY OF MOST WASHOUT SYSTEMS. IF AN EMERGENCY ARISES,
BACK FLUSH SHOULD ONLY BE PERFORMED WITH THE PERMISSION OF AN ON -SITE MANAGER
O- OF THE PROJECT.
COMPACTED SOIL
CO 6. DO NOT USE ADDITIVES WITH WASH WATER. DO NOT USE SOLVENTS OR ACIDS THAT MAY BE
USED AT THE TARGET PLANT.
DODGE'S STORE
PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
AS NOTED
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
R.WILL
DESIGNER
G.ORR
REVIEWER
S. BURWELL
CONCRETE WASHOUT
UPDATED JANUARY, 2023
NOT TO SCALE
DATE
JANUARY 2023
STANDARD DETAILS
PROJECT # FUNDING #
22.00108 N/A
SHEET
C=500
00
0
0
0
N
N
NO. I DATE I BY
DESCRIPTION

OUTLET PIPE -
SEE PLAN
Mal
REBAR FOR
. FROM INLET
(*E�­C SILT SACK DETAIL
16 UPDATED JANUARY, 2023
NOT TO SCALE
.y2I=aA1'1
PLAN
rTOP EL. - SEE PLAN
FRAME & GRATE TO BE
NEENAH R-4990-DX-C
OR APPROVED EQUAL
`.e
e
e
OUTLET PIPE -
SEE PLAN INV. EL. -
INV. OUT - SEE PLAN
SEE PLAN
SLOPE 1% SLOPE 1%
° e,
° =
` a
�=
SECTION
I Fri® 55 Broad Street
Asheville, NC 28801
828.252.0575
Mcgill NC Firm License # C-0459
mcgillassociates.com
I
SECTION
SD TRENCH DRAIN DETAIL
j 2 UPDATED JANUARY, 2023
NOT TO SCALE
— 3" TYP.
#4 0 12"
4" TYP.
BENTONITE WATERSTOP CONT.
(4) #4(TYP.)
4'-0" MIN. x 4'-0" MIN. LANDING
SLOPE 1:48 MAX. IN ALL DIRECTIONS
PLANTING OR OTHER
W NON -WALKING SURFACE
�o, o W W SLOPE 1: 12 MAX.
PLANTING OR °
OTHER Z
NON -WALKING - FACE OF
SURFACE y y CURB
W W `L 4-
W W
.0 .0
W W W y
61 W W W W
0.s
0.
Z
,EBAR FOR
_ FROM INLET
OVERLAP WATTLE AND
SECURE WITH CABLE TIES
SECURE WATTLE TO
GRATE WITH CABLE TIES -
(TYP.)
STREET
SECURE WATTLE TO
ASPHALT WITH PK NAILS
(TYP.)
OVERLAP WATTLE AND
NOTES:
ST RETURNED CURB RAMP
1 UPDATED JANUARY, 2023
NOT TO SCALE
._e!i!i o � INKI?' i!o�:lolil A!iliY.
GRATE
PLAN
SECTION
PLACE WATTLE IN GUTTER,
ACROSS OPENING IN HOOD AND
AROUND GRATE OF CURB INLET
PLACE WATTLE
AROUND GRATE OF
CURB INLET
CURB INLET
i01R FIBRE WATTLE
STREET LEVEL
J
W
U- Q
0
Z
O Za
W
0fw
00
w
IL
4'-0" MIN. (VARIES WITH WIDTH OF RAMP)
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TRUNCATED DOME PLAN VIEW
1.6"-2.4"
0
O
O
�-
Z @
0
0
O
O
O O
N
0.6 5" MIN.
TRUNCATED
DOME SPACING
N
C
I
50%-65% 0
OF BASE DIAMETER 00
o
0.9" - 1.4"
TRUNCATED DOME
SECTION
NOTE:
1. DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS:
a. WHERE A SIDEWALK CROSSES A VEHICULAR WAY, EXCLUDING UN -SIGNALIZED DRIVEWAY CROSSINGS.
b. WHERE A RAIL SYSTEM CROSSES A PEDESTRIAN FACILITY THAT IS NOT SHARED WITH VEHICLES.
c. AT ISLANDS AND MEDIANS THAT ARE CUT THROUGH LEVEL WITH THE ROADWAY.
2. AT CURB RAMPS AND BLENDED TRANSITIONS, DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THE EDGE NEAREST THE GUTTER LINE
IS 6" MINIMUM AND 8" MAXIMUM DISTANCE FROM THE GUTTER LINE. THE SURFACE SHALL EXTEND A MINIMUM OF 24" ONTO THE RAMP IN THE
DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE CURB RAMP (MINIMUM 4 FEET).
3. AT RAIL CROSSINGS, THE DETECTABLE WARNING SURFACE SHALL BE 24" DEEP AND FULL WIDTH OF THE SIDEWALK (MINIMUM 4 FEET). THE
EDGE OF THE SURFACE NEAREST THE RAIL CROSSING IS 6" MINIMUM AND 8" MAXIMUM DISTANCE FROM THE VEHICLE DYNAMIC ENVELOPE (6'
FROM THE NEAREST RAIL) UNLESS OTHERWISE NOTED BY THE RAILROAD.
4. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR EMBEDDED PRODUCT APPROVED BY THE
ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR APPROVAL BY THE ENGINEER FOR MATERIAL TYPE AND
INSTALLATION (I.E. RESURFACING PROJECTS).
5. DETECTABLE WARNING SURFACES SHALL CONSIST OF AN AREA OF TRUNCATED DOMES ALIGNED IN A SQUARE GRID PATTERN. THE BASE OF
THESE DOMES SHALL BE 0.90" - 1.40". THE TOP DIAMETER OF THE DOMES SHALL BE 50% - 65% OF THE ACTUAL BASE DIAMETER, WITH A
MINIMUM INDIVIDUAL HEIGHT OF 0.180" AND A MAXIMUM HEIGHT OF 0.249". THE AVERAGE OF TEN (10) INDIVIDUAL NODES PICKED AT RANDOM
IN ANY SQUARE FOOT AREA SHALL MEASURE 0.180" - 0.249" IN HEIGHT. THE DETECTABLE WARNING DOMES SHALL HAVE A
CENTER -TO -CENTER SPACING OF 1.6 - 2.4".
6. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO
ROLL BETWEEN DOMES.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 PSI CONCRETE.
8. IF PANELS ARE TO BE USED, PANELS SHALL BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO REDUCE TRIP HAZARD.
9. FOR ALL DETECTABLE WARNING SURFACES, THE COLOR IS BRICK RED. WHEN A COLOR OTHER THAN BRICK RED IS SELECTED, IT MUST MEET
THE APPROVAL OF THE ENGINEER. THE COLOR SELECTED SHALL CONTRAST EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. THE MANUFACTURER
MUST CERTIFY THAT THE COLOR SELECTED MEETS THE 70% CONTRAST SPECIFICATIONS OF THE ADAAG.
rS_T_
DETECTABLE WARNING SURFACE
2 UPDATED JANUARY, 2023
NOT TO SCALE
STANDARD HARDWARE
CLOTH - EXTEND 12"
POST BELOW GRADE
RIP RAP FACED WITH #57
WASHED STONE - 6" THK. MIN.
0 12a
GROUND
N \
OPTIONAL 5' x 10' x 2' DEEP
SEDIMENT TRAP
u
8„ EXCAVATE 8" x 12" TRENCH
UPSLOPE ALONG LINE OF POSTS.
EXTEND HARDWARE CLOTH INTO
TRENCH. BACKFILL TRENCH AND
COMPACT SOIL.
SECTION
ADDITIONAL HORIZONTAL
BRACE AT OPENING
8'-0" MAX.
4' O.C.
I
SECURE WATTLE TO ASPHALT
WITH PK NAILS (TYP.)
II
I
u II
SECURE WATTLE TO GRATE
WITH CABLE TIES (TYP.)
STANDARD HARDWARE ili ATTACH HARDWARE CLOTH TO
t
CLOTH - EXTEND 12" i i i i i i POST SECURELY WITH TIES
BELOW GRADE u u u
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.
EC INLET PROTECTION -WATTLE
15 UPDATED JANUARY, 2023
NOT TO SCALE
SILT FENCE OUTLET TO BE
LOCATED AT LOW POINT IN
ELEVATION SILT FENCE OR AS SPECIFIED
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. SILT FENCE OUTLETS SHALL BE LOCATED
AT LOW POINTS IN CONTINUOUS RUNS OF
SILT FENCE.
EC SILT FENCE -OUTLET
2 UPDATED JANUARY, 2023
NOT TO SCALE
yo SHEET
�' Go�� DODGE'S STORE AS NOTED
��Q' • STANDARD DETAILS
o PERFECTION OIL COMPANY OFFICE MANAGER DESIGNER
INC. M. CATHEY G.ORR C=501
Q� GING pP�� FLETCHER NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION ' R.WILL S. BURWELL JANUARY 2023 22.00108 N/A
U)
J_
a
H
W
0
0
a
0
z
a
U)
00
0
O
O
N
N

1 /2" EXPANSION JOINT B
PIPE OUTLET TO FLAT AREA —
NO WELL DEFINED CHANNEL
INSTALL FI
FABRIC
k
I INST
SECTION A —A FABRIC
OR
PIPE OUTLET TO WELL—DEFINED CHANNEL
L �-I
a
INSTALL FILTER
FABRIC INSTALI
NOTES
SECTION C—C FABRIC
1. La 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
PLAN
�La
a
SECTION B—B
PLAN
I— La~I
C
OUTLET
PIPE DIAMETER
3 x Do
APRON LENGTH
APRON WIDTH
RIPRAP SIZE
No.
(Do)
(La)
(W=Do+La)
(d50xTHICKNESS)
ALL PIPES
18"
4.5'
9.5'
11'
3.6"
1 /2" EXPANSION
JOINT
SAWC4JT EDGE OE
°(ISTPNG WALK' '
TOOLED JOINT ;
a a �• .CONCRETE SIDEWALK,
° .
SAWCUT EDGE OF . , . 'd " TOOLED JOINT
EXISTING WALK
A
ASPHALTIC EXPANSION
JOINT ® 30' O.C. SEAL i� FINISH GRADE
WITH RUBBERIZED ASPHALT B
PLAN
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V—SHAPED 5'
TOOLED JOINT
1 /8" TO 1 /4" 4" CONCRETE SIDEWALK
JOINT SEALER 1/8 RADIUS 1„
SLOPE 1/4" PER FOOT
1 /2" JOINT FILLER �I� 1 /2"
EXPANSION JOINTS ® SIDEWALK V—SHAPED
30' 0. C. & ADJACENT TOOLED JOINTS SPACING j\\jj\\jj\�j\\jj\jj\\jj\\jj\\j/\\jj\\jj\\jj\\jj\\jj\\jj\\j\\❑\jj\\jj\\jj\\jj\\jj\\jj\\jj\\jj\\�
TO ALL RIGID OBJECTS AT WIDTH OF SIDEWALK ```\\\\\\❑%\%\i\\\i\\i\�\i\�j;�%\�\i��\i\�\i\\\i\\ \\i�\i❑��\\\�\\�\\�\\���
4" MIN. COMPACTED ABC
OUIRIM612_111:1I
VAN ACCESSIBLE _ I
SIGN R7-8P
(AS REQUIRED)
0
0
BOTTOM OF SIGNS
0
0
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a_ W
O U
Z Q
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L�
z
0
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II II
I u I
SECTION A -A SECTION B-B L J
CONSTRUCTION NOTES:
1. SIDEWALK SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PERPENDICULAR TO THE TRAFFIC.
ST CONCRETE SIDEWALK
23 UPDATED JANUARY, 2023
NOT TO SCALE
12"
RESERVED
PARKING
R7-8
SIGN APPROVED FOR USE
UNDER GENERAL STATUTES
20-37.6 AND 136-30
COLORS: (ALL SIGNS)
LEGEND AND BORDER — GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND — WHITE
ARROW — GREEN
18" R = 1-1/2"
(TYPICAL)
VAN
O) ACCESSIBLE 3/8"
(T3YPICAL)
R7-8P (TYPICAL)
12" R = 1-1/2"
(TYPICAL)
MAXIMUM
PENAL3 8��
TY
(TYPICAL)
3 8"
R7-81D(TYPICAL)
GENERAL NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY ABOVE—
GROUND SIGNS ONLY. (SEE N.C.G.S.)
SPACES SHALL NOT USE GROUND —
PAINTED SYMBOLS.
ST
28
HANDICAP PARKING SIGNAGE
UPDATED JANUARY, 2023
NOT TO SCALE
rEC_ PIPE OUTLET PROTECTION
Q J7 UPDATED JANUARY, 2023 20' MAX. (U.O.N.) 2' MAX.
NOT TO SCALE
24%24%4" CONC. PAD I 1 /2" TOOLED CONCRETE
RADIUS
CAST IRON CLEANOUT BOX WITH "SEWER" CAST IN
TOP AND THREADED COUNTERSUNK PVC PLUG OR
PVC PLUG ALONE PER OWNER PREFERENCE
CAST IRON WITH "SEWER" CAST IN w
TOP AND THREADED CLEANOUT BOX I CL
COUNTERSUNK PVC PLUG OR PVC w
1/2" TOOLED PLUG ALONE PER OWNER PREFERENCE I w
RADIUS > w
N
w � 6" SCH. 40 STEEL OR IRON ifl z HANDICAP
T N
\ \ • 4" PVC I K Z 0 PIPE FILLED WITH CONCRETE, '`� PARKING SIGN
4�. • /�/� I } N PAINTED YELLOW. PRIME PIPE
❑� I 0 X PRIOR TO PAINTING
A 24" SQUARE IN LINE WYE MATCHING SANITARY WYE a_ I =
��� �� �❑ \ CONCRETE PAD MAIN LINE MATERIAL c)
\�\\�' o \\�\��❑ SEE NOTE. BEND LATERAL MIN. GRADE 2% I o
0CAST
❑������ ��/❑ SERVICEOBOX 4" SCH. 40 PVC OR I p Q
D.I.P. — — N NOTE:
4" WIDE WHITE HC HC o PARKING SPACE TO
/ --- PAINTED STRIPES N SLOPE MAXIMUM 2% IN
THREADED PVC EXISTING w
#57 WASHED COUNTERSUNK PLUG ❑ \\ GROUND ❑\ a \\�� ����� z ANY DIRECTION
\ a
/ CONNECT TO EXISTING SEWER
1" MIN. SERVICE WITH TRANSITION COUPLING
45' BEND +\� OR INSTALL PLUG FOR FUTURE CONCRETE �� d ��2 8' MIN. 8' MIN.
SERVICE. WHEN REQUIRED BACKFLOW \/
VALVES SHALL BE INSTALLED ON
PORTION OF LATERAL TO BE ❑� �� 5' STANDARD
UNDISTURBED EARTH MAINTAINED BY PROPERTY OWNER. �j a ° /i 8' VAN
4%4" WYE BARREL OF PIPE SHALL REST
PROVIDE STONE ON UNDISTURBED SOIL \\ " \ \ / ACCESSIBLE STRIPING FOR
\ BEDDING UNDER WYE 1IN
AND BEND FULL LENGTH OF SERVICE TRENCH M'N HANDICAP PARKING
` SHALL BE COMPACTED IN 6" LIFTS
4" PLUG
NOTES: M BOLLARD DETAIL BOLLARD ACCESSIBLE STRIPING DETAIL
EXTEND 1. TAPPING SADDLES ARE APPROVED FOR CONNECTIONS
STUBOUT TO EXISTING SEWER LINES ONLY.
MIN. 12" 4" SEWER LINE 2. DUCTILE IRON PIPE REQUIRED UNDER PAVED ROADS. 7 UPDATED JANUARY, 2023 31 UPDATED JANUARY, 2023
NOT TO SCALE NOT TO SCALE
S CLEANOUT DETAIL
3 UPDATED JANUARY, 2023
NOT TO SCALE
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
S SANITARY SEWER SERVICE
2 UPDATED JANUARY, 2023
NOT TO SCALE
�,�,�gEFORF yo SHEET
DODGE'S STORE AS NOTED
��Q' • STANDARD DETAILS
o PERFECTION OIL COMPANY OFFICE MANAGER DESIGNER
INC. M. CATHEY G.ORR C=502
Q� GING PFLETCHER NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION R.WILL S. BURWELL JANUARY 2023 22.00108 N/A
00
0
0
0
N
N

CONCRETE ANCHOR
BOLTS (4) IN NON-
V-10" DIA.
STANDARD STORM DRAINAGE TOP AS NOTED ON
ROADWAY LOCATIONS
DRAWINGS (SEE SD2-CATCH BASIN TOP FOR DETAILS)
2'-0" DIA.
BITUMINOUS GASKET
(BOLT DOWN ONLY)
NON -SHRINK GROUT WITHIN 1"
ON MANHOLES SET IN ROADS
X
12" MAX.
CONSTRUCT CONCRETE BRICK RISERS AS
NECESSARY TO BRING TOP OF RIM AND COVER
i-4 ¢
TO GRADE OR USE PRECAST CONCRETE RINGS.
e
1 1/4
a GROUT ALL JOINTS AND PLASTER INSIDE AND
OUTSIDE OF RISERS MINIMUM 1 /2" THICK.
= U
O �
I
ECCENTRIC CONE SECTION MAY VARY IN
VERTICAL HEIGHT WITH SUPPLIER BUT
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
00
N
LIFTING HOLES SHALL BE FILLED AND
w PLASTERED ON BOTH EXTERIOR AND
0° INTERIOR WALLS WITH MORTAR.
J
a-5-
U) X
N Q
z 4'-0" VERTICAL PRECAST MANHOLE
o WIDTH VARIES COMPONENTS MAY VARY IN VERTICAL
HEIGHT WITH SUPPLIER BUT SHALL BE
w
V-4" MIN. AND 4'-0" MAX.
z
� STEPS FULL DEPTH OF
w MANHOLE TO BE ALL JOINTS BETWEEN PRECAST SECTIONS
= I INSTALLED IN VERTICAL SHALL BE SEALED WITH A DOUBLE ROW
w ALIGNMENT ON STRAIGHT
m OF AN APPROVED BITUMINOUS SEALANT
a RUBBER SIDE OF MANHOLE. (USE OR GASKET. INTERIOR JOINTS PLASTERED
ZE BOOT W/ STANDARD STEPS AS 5" WITH MORTAR.
j S.S. CLAMP SHOWN THIS SHEET.)
EXTEND PIPE
MIN. 1-1/2" CONSTRUCT SMOOTH FLOW INVERT BETWEEN
r PIPES. FORM TO MATCH 2/3 DIAMETER
INTO MANHOLE OF OUTLET PIPE. SEE INVERT DETAIL
I
I �
WATERTIGHT SEAL WITH APPROVED
L ° MATERIAL WATERTIGHT SEAL WITH
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 STORM MANHOLE
A�
ELEVATION
5/
1/4"
/4"
3/4" 1 /4"
SIDE ELEVATION
POLYPRI
PLASTIC
#4 DEFORMED J
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.
MANHOLE STEPS
8" CONCRETE PAD
2" X 2" KEYWAY
d
°
d d d ° d d °
42" MIN. ° d °d ° d
1-4 ',a�
d
d d d
d
2"
° d ° 9
° J d
CONSTRUCTION JOINT J
20'-0" O.C. EACH WAY
6x6x2.9x2.9 WWF
CONTINOUS
6" MIN. COMPACTED
ABC (100% STANDARD)
MICONCRETE SLAB SECTION
14 UPDATED JANUARY, 2023
NOT TO SCALE
6" CONCRETE TOP WITH
MANHOLE RING AND
COVER CAST IN
UNLESS NOTED OTHERWISE
MANHOLE RING AND COVER TO
BE EXTENDED SO THAT ITS TOi
IS FLUSH WITH PROPOSED
GRADE AND/OR PAVING
6" CONCRETE TOP WITH
GRATE AND FRAME CAST I"
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24"x24" ("NEENAH R3339A") OR
("U.S. FOUNDRY 4190-6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
JUNCTION BOX TOP
CATCH BASIN SCHEDULE SYMBOL-(JB)
RIM = TOP OF COVER
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
-TES 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
HEAVY I%11TV ^MATr A"IM
FRAME I
UNLESS NOTED OTHERWISE GRATE AND
FRAME ASSEMBLY FOR THIS TOP SHALL
BE 24"x36" ("NEENAH R3233D") OR
("U.S. FOUNDRY 5181-6420") OR
APPROVED EQUAL CONFORMING TO
N.C.D.O.T. ROADWAY STANDARDS 840.03
,OLID CONCRETE TOP;
-H AND LENGTH TO
CH CATCH BASIN
CAST IN 2 LIFTING "EYES"
NOT TO BE REMOVED
UNLESS OTHERWISE NOTED
SI CONCRETE
_ ALL TOPS
SOLID TOP
CATCH BASIN SCHEDULE SYMBOL-(ST)
RIM = TOP OF COVER
WITH
AME
LESS NOTED OTHERWISE GRATE
D FRAME FOR THIS TOP TO BE
11
x24" ("NEENAH R-3339A") OR
S. FOUNDRY 4190-6259) OR
PROVED EQUAL; VERIFY TRAFFIC
AD REQUIREMENTS ON ALL GRATE
D FRAME ASSEMBLIES
CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(CB)
RIM = TOP EDGE OF GRATE
kF
NLET SHALL RECEIVE
P WITH MANHOLE RING
'ap VER CAST IN FLUSH
USE PRE CAST BOX, 4" AND
2" CONCRETE BLOCK, OR BRICK
TO ELEVATE TOP TO ACHIEVE
THE DESIRED THROAT OPENING
"-8" THROAT OPENING
ALL FOUR SIDES UNLESS
NOTED OTHERWISE
CURB INLET TOP
YARD INLET TOP
CATCH BASIN SCHEDULE SYMBOL -(CI)
CATCH BASIN SCHEDULE SYMBOL-(YI)
RIM=TOP OF GRATE DIRECTLY UNDER
RIM=BOTTOM OF THROAT OPENING
HOOD OPENING
SD CATCH
BASIN TOP DETAILS
2
UPDATED JANUARY, 2023
4'-0" MIN.
NOT TO SCALE
PRECAST BASE
EXTEND PIPE
SECTION
IN. 1-1/2"
RUBBER BOOT
W/ S.S. CLAMP
rIN`ATO
MANHOLEMOOTH
FLOW
RUBBER BOOT
W/ S.S. CLAMP
INVERT 2/3
PIPE DIAMETER
-7�
4" MIN.
= z�l a a
co a
SECTION A -A
ALL PIPES SET SO THAT CENTERLINE
OF PIPE IS RADIAL TO MANHOLE
CENTER.
EXTEND PIPE MIN.
1-1/2" INTO MANH
FLOW =
HORIZONTAL AND VERTICAL LOCATION
FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
ALL INTERSECTING PIPES.
1/2" MIN.
CONSTRUCT SMOOTH
FLOW INVERT
PLAN
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.
MANHOLE INVERTS
Sn PRECAST CONCRETE STORM MANHOLE
5 UPDATED JANUARY, 2023
NOT TO SCALE
® 55 Broad Street
Asheville, INC 28801
828.252.0575
INC Firm License # C-0459
mcgillassociates.com
<511- EFORFY
o
�jV cP
9�F A
I'?-
Q SING PP
6" X 8" WOOD RAIL
10'-0" TYP
10'-0" TYP.
BEVEL END OF RAIL
V-6" TYP.
GROUND LEVEL
----
--T— -- —7--- -- �--- -- -----------i— -- --�--------�------ ------
TOOLED EDGE
2" TOOLED RADIUS I I
6» EXISTING GROUND I I I I
I I m a 12" SPACING I I I
BITUMINOUS TACK COAT / \\/ I I o TYP. I I I I
STAGGERED I I I I 8" X 12" WOOD POST
PAVEMENT
L J L J
2-1/2" CARRIAGE BOLTS NOTE: ALL WOOD SHALL
o \\ \ 4000 psi CONCRETE 6" WIDE X J"THICK
STEEL BE PRESSURE TREATED
o \//\ BAND FULL LENGTH OF r
RAIL (TYP.)
:::�X
4" MIN. COMPACTED ABC
COMPACTED SUBGRADE
EXPANSION JOINTS ® 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
ST STAND-UP CONCRETE CURB
17 UPDATED JANUARY, 2023
NOT TO SCALE
DODGE'S STORE
PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
NO. DATE BY DESCRIPTION
2-3/4" BOLTS
6" LONG X 3" WIDE X
J"THICK STEEL PLATE
AS NOTED
OFFICE MANAGER DESIGNER
M. CATHEY G.ORR
PROJECT MANAGER REVIEWER
R.WILL S. BURWELL
TOP VIEW
TOP VIEW
END VIEW
ALTERNATIVE
ST WOOD GUARD RAIL
36 UPDATED JANUARY, 2023
NOT TO SCALE
STANDARD DETAILS
DATE PROJECT # FUNDING #
JANUARY 2023 22.00108 N/A
8" X 12" WOOD POST
SHEET
C=503
00
O
0
0
N
N

CONCRETE
THRUST BLOCK
APPROVED WARNING TAPE
24" ABOVE PIPE
BACKFILL
MATERIAL \\//\
COMPACTED
IN 6" LIFTS \ j
\12"
BACKFILL //\//\//\//\//\//\//\ MAX
MATERIAL \/%\/�\/%\ ��% `�%`IN
COMPACTED
IN 3" LIFTS � /�\\�/���/� �\P,• /��/���
No.12 COATED
COPPER TRACING
WIRE
UNDISTURBED
EARTH
STANDARD EXCAVATION
APPROVED WARNING TAPE
24" ABOVE PIPE
BACKFILL
MATERIAL COMPACTED--,,,
/x IN 6" LIFTS
\\\\\\\\\ \\\\\\\\\\\
//////
/\/�\\�\/�\ //\ \ 16" MIN
BACKFILL
MATERIAL
COMPACTED �X /,\" X���\P'
IN 3" LIFTS
No.12 COATED
/ COPPER TRACING
WIRE
6"
UNDISTURBED
EARTH
OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
APPROVED WARNING TAPE
94" ARnVF PIPE
BACKFILL
MATERIAL
COMPACTED
IN 6" LIFTS
/
SPRING LINE
OF PIPE \i
N0.12 COATED —L
COPPER TRACING j
WIRE /
CLASS I
EMBEDMENT
6" MI
UNDISTURBED)
EARTH
STANDARD EXCAVATION
PVC GRAVITY SEWER
APPROVED WARNING TAPE
24" ABOVE PIPE
BACKFILL
MATERIAL
COMPACTED
N 6" LIFTS
OFRPIPEING LINE
No.12 COATED
COPPER TRACING o
WIRE o 0
CLASS I o
EMBEDMENT / //
UNDISTURBED
EARTH
BACKFILL
MATERIAL
COMPACTED
\ IN 6" LIFTS
SPRING LINE
OF PIPE
\ No.12 COATED
/COPPER TRACING
" MIN WIRE /
�\ CLASS I
EMBEDMENT
X
FOUNDATION STONE
FOR UNDERCUT i
EXCAVATION ONLY
AS DIRECTED BY
ENGINEER
UNDISTURBED J
STANDARD EXCAVATION EARTH
IN WET CONDITIONS
APPROVED WARNING TAPE
24" ABOVE PIPE
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
PIPE IN WET OR UNSTABLE CONDITIONS
ALL PIPE TYPES
(AS DIRECTED BY ENGINEER)
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. FOR UNIT PRICE CONTRACTS ONLY, 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.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE LENGTH
OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
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.
S GRAVITY SEWER
4 TRENCHING DETAILS
UPDATED JANUARY, 2023
NOT TO SCALE
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
<511- EFORFY
o
(CPO
9�F A
Q %SING PP
UNDISTURBED
EARTH
CONCRETE
THRUST BLOCK
-� A
�i BEND J \ '�\ UNDISTURBED EARTH
TYPICAL THRUST BLOCKS FOR BENDS
B�OCKETE THRUST i24' MIN.
TRENCH
WI D TH /
\ /\//\/\\/\\/ '. 12" MIN. %\\ \\%\\/ ORRBITUMINOUS COATED IZED
\\\\\/\\ 12" MIN. /\\\ / / / / _ / / / )
\\\\\ \\\ I' 120' MIN.
• ,..
��/�\ .° '•I `�• 7 12".° /\\ MIN. TRENCH 9
°/ WIDTH
r----
\j12 " MIN\ \\ \\ \
\/i/4 /�\/
IPE
THREADED ROD (GALVANIZED \\\\jj DIAMETERS
OR BITUMINOUS COATED) UNDISTURBED EARTH
TYPICAL THRUST BLOCK FOR REDUCERS
CONCRETE THRUST
BLOCK MIN.// \\\
TRENCH \\\/\/\/
WIDTH ///\�//\�// \//\ \�//\\ THREADED ROD (GALVANIZED
12" M N. 12" MIN. //\ \//\// OR BITUMINOUS COATED)
i�- 12" MIN.
PLUG
4,\//\
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12,,.° /\\
MIN.- TRENCH 9
// � WIDTH
r----
\ \ \ \ \ \ \i \/\\/\\/\ °° • .. /\\/\\/\\\ CORPORATION
12" MIN. \ \ \ \ \ \ \� r \ \ \ \ \
\\\� /// /// /// /// /// /� STOP FOR AIR
PRESSURE RELIEF
THREADED ROD (GALVANIZED
OR BITUMINOUS COATED) UNDISTURBED EARTH
TYPICAL THRUST
BLOCK FOR PLUGS
A
A/2 A/2
UNDISTURBED
EARTH
• a
4 '
CONCRETE
THRUST BLOCK
CONCRETE
THRUST BLOCK
\/
4'
A. °
1 _
-
O O.
-
A/2
- A
° • O O O
°
A/2
TEE
TEE 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 1
36
50
70
94
94
80
42
40
58
80
108
108
92
48 1
46
66
90
124
124
1 104
THRUST BLOCK DIMENSION "A"
THRUST BLOCKING -ALL
6 UPDATED JANUARY, 2023
NOT TO SCALE
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
(BOLT DOWN
ONLY)
NON SHRINK GROUT WITHIN 1"
ON MANHOLES SET IN ROADS
I�
X
12" MAX.
CONSTRUCT CONCRETE BRICK RISERS AS
NECESSARY TO BRING TOP OF RIM AND COVER
04 x¢ TO GRADE OR USE PRECAST CONCRETE RINGS.
x
GROUT ALL JOINTS AND PLASTER INSIDE AND
OUTSIDE OF RISERS MINIMUM 1/2" THICK.
�
O
I
U
a
ECCENTRIC CONE SECTION MAY VARY IN
�
VERTICAL HEIGHT WITH SUPPLIER BUT
Z
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
00
CV
4. LIFTING HOLES SHALL BE FILLED AND
PLASTERED ON BOTH EXTERIOR AND
m
J
INTERIOR WALLS WITH MORTAR.
J
Q
5"
x
N
X
Q
112
z
4'-0" VERTICAL PRECAST MANHOLE
0
4'-0" DIA. COMPONENTS MAY VARY IN VERTICAL
w
I
HEIGHT WITH SUPPLIER BUT SHALL BE
w
t
1'-4" MIN. AND 4'-0" MAX.
Z
2
_
STEPS FULL DEPTH OF
w
MANHOLE TO BE ALL JOINTS BETWEEN PRECAST SECTIONS
=
I
INSTALLED IN VERTICAL SHALL BE SEALED WITH A DOUBLE ROW
w
ALIGNMENT ON STRAIGHTOF AN
a
RUBBER
SIDE OF MANHOLE. (USE OR GASKETR INTERIOR JOINTSSPLASTERED
R
BOOT W/
STANDARD STEPS AS 5" WITH MORTAR.
>
S.S. CLAMP-1SHOWN
THIS SHEET.)
EXTEND PIPE
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
MIN. 1-1/2"
r
PIPES. FORM TO MATCH 2/3 DIAMETER
o
INTO MANHOLE OF OUTLET PIPE. SEE INVERT DETAIL
v
Ell
� I
WATERTIGHT SEAL WITH APPROVED
L ' MATERIAL WATERTIGHT SEAL WITH
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
DODGE'S STORE
PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
NO. DATE BY DESCRIPTION
A-j
PLAN
ELEVATION
4'-0" MIN.
PRECAST BASE
EXTEND PIPE
SECTION
MIN. 1-1/2"
RUBBER BOOT
W/ S.S. CLAMP
INTO MANHOLE
SMOOTH FLOW
RUBBER BOOT
W/ S.S. CLAMP
INVERT 2/3
PIPE DIAMETER
T47'M
IN.
SECTION A -A
ALL PIPES SET SO THAT CENTERLINE
OF PIPE IS RADIAL TO MANHOLE
CENTER.
EXTEND PIPE MIN.
1-1/2" INTO MANHOLE
FLOW
HORIZONTAL AND VERTICAL LOCATION
FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
ALL INTERSECTING PIPES.
1/2" MIN.
CONSTRUCT SMOOTH)
FLOW INVERT
PLAN
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.
POL
PLA
5/
MANHOLE INVERTS
1/4"
/4"
SIDE ELEVATION
#4 DEFORMED J
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.
MANHOLE STEPS
S PRECAST CONCRETE SANITARY MANHOLE DETAILS
UPDATED JANUARY, 2023
NOT TO SCALE
AS NOTED
OFFICE MANAGER DESIGNER
M. CATHEY G.ORR
PROJECT MANAGER REVIEWER
R.WILL S. BURWELL
STANDARD DETAILS
DATE PROJECT # FUNDING #
JANUARY 2023 22.00108 N/A
SHEET
C=504
U)
J_
a
w
0
0
a
0
z
a
co
0
0
0
N
N

THRUST BLOCK
PER DETAIL W6
24"x24"x6" CONCRETE PAD w/
1z" TOOLED EDGE (UNLESS
OTHERWISE SPECIFIED)
NOTE: NO CONCRETE PAD
REQUIRED IN PAVED AREAS
O ;�O WATER LINE
00 - - -
' a
NOTES:
1. TAPPING SLEEVE SHALL BE
" MUELLER, CLOW, AMERICAN OR
APPROVED EQUAL.
Z 2. TAPPING VALVE SHALL BE
PLAN MUELLER, CLOW, AMERICAN OR
1z
w Q
I
FINISHED GRADE
i
i
i
CONCRETE BRICK
SUPPORT
SLEEVE
I
THRUST BLOCK
PER DETAIL W6
APPROVED EQUAL.
3.
SOLID CONCRETE OR BRICK
BLOCKING SHALL BE USED AS
FOOTING FOR DUCTILE IRON PIPE.
PVC PIPE SHALL REQUIRE A
3000 PSI FOOTING.
4.
CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
WORD "WATER" CAST IN TOP
5.
JOINT FITTINGS.
SEE APPROPRIATE STANDARD
DETAIL FOR THRUST BLOCK
\
DIMENSIONS.
6.
COVER FITTINGS WITH
POLYETHYLENE PLASTIC PRIOR
TO POURING THRUST BLOCKS
NO. 12 COPPER TRACING WIRE
NOTE: PROVIDE SUFFICIENT
EXTRA WIRE TO EXTEND MIN.
2' ABOVE TOP OF VALVE BOX
ADJUSTABLE CAST IRON
VALVE BOX (SCREW TYPE)
VALVE
COMPACTED BACKFILL
12"x12%6" CONCRETE
SUPPORT PAD
SECTION
NEPTUNE T10 METER
(BY OTHERS)
2" PIPE
GALVANIZED STEEL
METER VAULT
METER
(BY OTHERS)
UNDISTURBED EARTH-
(TYP.)
r 5" MIN.
GALVANIZED STEEL
METER VAULT
15"
2" PIPE 1
2"X4"X8" BRICKS ®-
90 DEGREE SPACING
O BALL VALVE ON INLET
O2 DUAL CHECK ON OUTLET
O BY—PASS INCLUDES A FORD
BALL VALVE WITH PADLOCK WINGS
® BRACE PIPE EYELETS
5� DIFFERENT FLANGE SPACING MAY BE SPECIFIED
© BE SURE THAT COPPER SETTER IS INSTALLED
IN THE CORRECT POSITION IN RELATION TO
WATER FLOW
TAPPING SLEEVE AND W
VALVE WITH BOX 31
UPDATED JANUARY, 2023
NOT TO SCALE
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
C9 mcgillassociates.com
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
No.12 COATEC
COPPER TRAC
WIRE
APPROVED WARNING TAPE
24" ABOVE PIPE
BACKFILL MATERIAL
COMPACTED IN 6" 1
BACKFILL MATERIAL
COMPACTED IN 3"
No.12 CC
COPPER
WIRE
VIV VIJ I VI\ULV
EARTH NOTE:
BELL HOLES NOT SHOWN
STANDARD EXCAVATION
i
0
TO SERVICE
(BY OTHERS)
i o
THREADED BRASS NIPPLE TO
EXTEND OUTSIDE METER BOX
PLAN 12" MIN. LENGTH
�10"x10" HINGED READER DOOR
i LID, 3/16" STEEL PLATE
WITH NON—SKID SURFACE
24"
MIN.
30"
5.25"
I \--#57 WASHED
ELEVATION STONE (TYP.)
THREADED BRASS NIPPLE TO
EXTEND OUTSIDE METER BOX
12" MIN. LENGTH
NOTES:
1. ANGLE BALL VALVES SHOULD NOT BE USED ON THE OUTLET SIDE
AS A CUSTOMER SHUT OFF. FLANGED ANGLE INVERTED KEY VALVE
SHOULD BE USED FOR THIS PURPOSE. METER MUST BE SET BEFORE
CONNECTION TO BRASS NIPPLE.
2. METER VAULT MATERIAL: COPPER —STEEL GALVANIZED .064
METHOD OF CONSTRUCTION: RIVETED TWO PIECE CONSTRUCTION
LID: 3/16" FLOOR PLATE STEEL —REINFORCED WITH 10"X10" READER
DOOR AND 1 1/2 X 1 1/2 ANGLE IRON FITTING BRACKETS ® 90'
SPACING. WEIGHT: 1001bs SIZE: 38"L X 18"W X 26" D
WATER METER VAULT
UPDATED JANUARY, 2023
NOT TO SCALE
EARTH
OVERCUT EXCAVATION
NOTE:
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.
WATER LINE TRENCHING
UPDATED JANUARY, 2023
NOT TO SCALE
EXISTING
SEWER LINE
APPROVED TRANSITION
ADAPTER w/ S.S. CLAMPS
PER DETAIL
10' MIN.
ELECTRICAL
SERVICE SHALL
BE PROVIDED
BY CONTRACTOR
TO ELECTRICAL
RECEPTACLE
FOR HEAT
SOURCE
DRAIN SIZED TO
MEET ASSE 1060
REQUIREMENTS
(TYPICAL 2)
POSITIVE
DRAINAGE AWAY
FROM SLAB
4" CONCRETE`
PAD
FIBERGLASS,
HEATED AND
INSULATED
PROTECTIVE
ENCLOSURE
C
REDUCED
PRESSURE ZONE
2" MIN. BACKFLOW
PREVENTER PER
SPECIFICATIONS
ISOLATION VALVES
18" MIN.
TRANSITION
COUPLING
AS REQUIRED
4"
MIN. OVERSIZED
HOLE w/
SEALANT
(TYPICAL 2)
LOCKING TAB
ATTACHED TO
SLAB THROUGH
FLANGE ON
EACH END
a a a (TYPICAL 2)
4 MIN.7/\\�///
SEE PLANS FOR
WATER LINE
SIZE AND
MATERIAL
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER NOTES:
1. ENCLOSURE SHALL MEET STANDARDS FOR ASSE 1060 FOR
OUTDOOR ENCLOSURES FOR BACKFLOW PREVENTION
ASSEMBLIES.
2. HEAT SOURCE SHALL BE PROVIDED TO PROTECT TO —30
DEGREES. HEAT SOURCE MAY BE HEAT TAPE, CABLE OR
HEATER PER MANUFACTURERS STANDARD. HEAT SOURCE
SHALL BE RATED FOR USE IN DAMP ENVIRONMENTS PER
NATIONAL ELECTRICAL CODE.
3. ENCLOSURE SHALL BE DESIGNED TO BE REMOVED OR
OTHERWISE PROVIDE ACCESS FOR NORMAL MAINTENANCE.
4. ENCLOSURE SHALL BE DESIGNED TO BE ABLE TO BE
SECURED TO SLAB FOR SECURITY.
RPZ BACKFLOW PREVENTER
UPDATED JANUARY, 2023
NOT TO SCALE
REPLACEMENT SECTION
OF DUCTILE IRON PIPE
12" MIN.
�MIN. 20' DIP WATER LIP
AT POINT OF CROSSING
10' MIN.
NOTE: THIS DETAIL SHALL ONLY BE USED IF WATER
AND SEWER SEPARATIONS AS REQUIRED IN NOTE 8
OF THE GENERAL WATER NOTES CANNOT BE MET
WATER AND SEWER CROSSING
UPDATED JANUARY, 2023
NOT TO SCALE
APPROVED TRANSITION
ADAPTER w/ S.S. CLAMPS
PER DETAIL
EXISTING
SEWER LINE
,�gEFORF yo SHEET
�' Go�� DODGE'S STORE AS NOTED
• STANDARD DETAILS
o PERFECTION OIL COMPANY OFFICE MANAGER DESIGNER
INC. M. CATHEY G.ORR C=505
Q� GING pPFLETCHER NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION R.WILL S. BURWELL JANUARY 2023 22.00108 N/A
U)
J
Q
w
0
0
Q
0
z
a
co
00
0
0
0
N
N

22" MIN. ` t
IN ROADS
7 3/4" MIN.
4"MIN. CLEARANCE
FROM BOTTOM OF
COVER TO TOP OF CLEANOUT
COUNTERSUNK
PLUG
3"MIN.
EXISTING SOIL EXISTING SOIL
12" OF FINE LOOSE EARTH FREE
FROM LARGE CLODS, STONES,
DEBRIS, VEGETABLE MATTER,
OR OTHER OBJECTIONABLE
MATERIALS.
4" OR 6" SEWER
CLEANOUT
RISER PIPE
DRYS ❑ ❑ ❑
UNDISTURBED o TRENCH BACKFILL MATERIAL ❑ ❑ ❑ ��\,
EARTH N COMPACTED TO 85% STANDARD ((0101
❑ ❑ ❑ ❑ ❑ ❑
PROCTOR IN 12" LIFTS.
OD 0
® ❑ ❑ ❑
INITIAL BACKFILL SEE��❑TRENCH DETAILS. ❑ ❑ ❑00
TRENCH BACKFILL IN MSD RIGHTS OF WAY
N.T.S.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
TRENCH BACKFILL
DATE APPROVED: MARCH 2O17 1.16 - 01
eEFOR,
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
C9 mcg i I lassociates. com
NOTE:
1. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL BE MANUFACTURED FROM GRAY
IRON (CAST IRON) MEETING THE REQUIREMENTS
OF AWWA C110 AND ASTM A536.
2. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL CONFORM TO PARAGRAPH 2.01(d)
OF ITEM II, SECTION VI OF MSD's TECHNICAL
SPECIFICATIONS (MADE IN THE U.S.A.)
3. NON -TRAFFIC LOCATIONS; SANITARY SEWER
CLEANOUT BOXES AND COVERS SHALL BE AS
MANUFACTURED BY EAST JORDAN IRON WORKS
MODEL 1566 (OR APPROVED EQUAL)
4. TRAFFIC LOCATIONS; SANITARY SEWER CLEANOUT
BOXES AND COVERS SHALL BE AS MANUFACTURED
BY EAST JORDAN IRON WORKS MODEL 1574 (OR
APPROVED EQUAL)
NO1DATEIBY
z
6"MIN. WASHED
STONE BASE
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
CLEANOUT BOX
DATE APPROVED: MARCH 28, 2019 2.07 - 05
DESCRIPTION
FLOW
MATCH CROWNS WHEN
CONNECTING SERVICES
TO MANHOLES
eCrTinni
SEWER
SERVICE
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
SERVICE CONNECTIONS
AT MANHOLES
DATE APPROVED: MARCH 2O17 2.11 - 07.1
DODGE'S STORE
PERFECTION OIL COMPANY INC.
FLETCHER, NORTH CAROLINA
CONCPCTM AnirunD
BOLTS
5/8" 0 LIFTING BAR (TYP.)
0
5/8" 0 LIFTING BAR (TYP.)
STANDARD RING AND COVER
N.T.S
2'-0"
0
�w
rn a
U<
J - � -F
Z = 0
z 2"x1/4" BUTYL
Q
GROUT
BRICK -GROUT
ALL JOINTS
NOTE:
PRECAST MANHOLE
MATCH FRAME TO EXISTING GRADE
FOR LANDSCAPED LOCATIONS
FRAME SET IN NON -ROADWAY LOCATION
N.T.S
X
Q
2
MACHINED
SURFACES
X
<
1*16 iv
2"x1/4"
BUTYL
CONCRETE ANCHOR
BOLT FOUR (4) MIN.
—PAVEMENT
PRECAST CONCRETE
GRADE RING
3 BRICKS (MAX.)
PRECAST MANHOLE
FRAME SET IN ROADWAY LOCATION
N.T.S
1. WHERE M.H. IS IN ROAD SHOULDER AND ROAD
DOES NOT HAVE CURB AND GUTTER, DO NOT USE
ANCHOR BOLTS IN FRAME.
2. "MSD OF BUNCOMBE COUNTY" TO APPEAR ON
COVERS ONLY WHEN THE SEWER SYSTEM IS TO BE
MAINTAINED BY MSD
AS NOTED
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
R.WILL
DESIGNER
G.ORR
REVIEWER
S. BURWELL
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
STANDARD MANHOLE
FRAME & COVER
DATE APPROVED: MARCH 2O17 2.11 - 08.1
STANDARD DETAILS
DATE PROJECT # FUNDING #
JAN UARY 2023 22.00108 N/A
SHEET
C=506

Action ID Number: SAW-2022-01261 County: Henderson
Permittee: D&H Company / Attn: Nat Leathers
Project Name: Dodge's Convenience Store
Date Verification Issued: April 17, 2023
Project Manager: Brooke Davis
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: Brooke Davis
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date