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BROAD ST
POLLOCK ST.
s. FRONTS T
TRENT RIVER
LOCATION SKETCH
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SITE
1
NEUSE RIVER
Architect
Oakley Collier Architects
109 Candlewood Road
Rocky Mount, N.C. 27804
Phone: [phone]
Contact: Bailey Allred
ballredeoakleycollier.com
Owner/Developer
New Bern Convention Center
203 S. Front Street
New Bern, N.C. 28560
Phone: [phone]
Civil Engineering-:
Stocks Engineering, P.A.
801 East Washington Street
Nashville, NC 27856
Phone: [phone]
Fax: [phone]
Contact: J. Michael Stocks, PE
mstocks,ostocksengineer i ng. co m
Survevina=
Vaughn and Melton
3115 Trent Drive
New Bern, NC 28502
Phone: [phone]
Contact: Bryant Boyles
baboyles,avaughnmefton.com
203 SOUTH FRO
NT STREET
NEW N.
BERN, C. 28560
GIS PARCEL ID# 8-001-A-2000
General Notes:
1. Existing Condition and Topographical survey performed by Vaughn and Melton ([e-mail]).
Contours shown hereon are from an actual field survey.
2. The Contractor shall notify and cooperate with all utility companies or firms having facilities
on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or
connecting to said facilities. The Owner shall pay all costs in connection with alteration of or
relocation of any existing facilities.
3. All excavation is unclassified and shall include all materials encountered.
4. All structural fill material shall be free of all sticks, rocks, and clumps of mud.
5. Unusable excavated materials and all waste resulting from clearing and grubbing shall be
disposed of off -site by the Contractor in an approved solid waste landfill.
6. The proposed building will be sprinkled.
7. Omitted.
8. Concrete Sub shall be responsible for all score joints and expansion joints. Should a
question arise about the proposed pattern consult with the Engineer prior to pouring.
9. Contractor to furnish all pavement markings as shown.
10. Location of underground utilities are approximate and must be field verified. Contact the
NC One Call Center at least 48 hours prior to digging ® 1.800.632.4949. Vaughn and Melton
surveying has only located the utilities that are above ground at the time
of field survey. Underground lines shown hereon are approximate or as reported by
various responsible parties. The surveyor does not guarantee that any underground
structures such as utilities, tanks and pipes are located hereon.
11. All pipe lengths are horizontal distances and are approximate.
12. All work shall comply with all applicable codes, regulations, and/or local standards imposed
by local utility, & the Local Municipality
13. All construction and materials shall meet Local Municipal Utility Specifications
and Standards, latest edition. All work within NCDOT right-of-way shall meet the specifications
and standards of NCDOT.
14. All concrete pipe is to be ASTM C-76, Class III with ram-nek.
15. Property is located in Flood Zone "AE' per FEMA FIRM PANEL 3720548900J
dated July 2, 2004. Base Flood Elevation is 8'.
16. All lot dimensions shown are approximate. Consult the boundary survey of actual site
boundary information.
17. Wetlands and ponds are present on site.
18. The Contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT
right-of-way. All signs, pavement markings and other traffic control devices shall conform
to the Manual on Uniform Traffic Control Devices (MUTCD), latest edition.
19. Prior to placing CABC stone base, the Contractor should notify the Project Engineer to
inspect and proof roll the subgrade. Any stone placed without prior approval will be the sole
responsibility of the Contractor.
20. DESIGN/FIELD CONDITIONS quite easily may vary from that represented in the initial
soils report and/or topographical report. Isolated areas may show up weak and adverse
soils or groundwater conditions may be discovered that were not revealed during the initial
soils investigation. Therefore, the Owner/Client is to be aware that Stocks Engineering, P.A.
will not and cannot be held responsible for any failures to either a street or parking lot
pavement design unless we can be fully and totally involved in the construction process
which may include, but may not necessarily be limited to, testing subgrade and base
density, engaging the Design Engineer for the evaluation of the subgrade and for the
observation of proof rolling subgrade and base at various steps of construction, opportunity
for the Design Engineer to call in a soils Engineer for consultation and advice, etc. - steps
which taken altogether with the initial design shown on the plans, constitute the complete
design of the road, street of parking area (private or public). The Design Engineer must be
given the full latitude and opportunity to complete the design by fully participating in the
construction process. Plan design is a small portion of the Design and cannot be
separated from the construction process if the Owner's/Client's desire is to have the Design
Engineer stand behind the completed designed Project.
21. All utility services, (power, telephone, cable, etc.) are proposed to be underground. Do not
permanently seed or mulch disturbed areas until all underground utilities have been installed.
22. Omitted.
23. Property is to be served by the Local Municipality
24. The building setback lines shown on this plat are for the Engineer's use in establishing
minimum lot frontages at the setback line and for reserving sufficient building area.
Building Contractors are to verify lot line setbacks before setting forms or digging footings.
25. Regulatory signs, stops signs and street name signs shall be manufactured from high
intensity reflective materials.
26. All excess topsoil and unclassified excavation is to be hauled off -site, unless otherwise
directed by the Owner.
27. All site construction must be inspected by The Project Engineer at the following stages:
A. Completion of grading subgrade prior to placing Stone Base.
B. Completion of Stone placement prior to paving.
C. Final inspection when all work is complete.
28. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted.
29. This property does not depict encumbrances that are found during a thorough title search.
30. All HVAC units for the proposed building will be screened from public right of way.
31. All curb and gutter to be 30" standard curb and gutter. All curb and Gutter within NCDOT
or R/W shall be 30" standard.
32. All curb and gutter and sidewalk concrete is to be minimum 3,000 psi at 28 days, air
entrained.
33. All dimensions are to face of curb unless indicated otherwise.
34. Provide handicap signs, marking and ramps as shown.
35. Handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as
detailed in the Federal Register, Volume 56, Number 144 dated July 26, 1991, rules and
regulations activated January 26, 1992. For additional information, refer to the NC State
Building Code Volume 1-C, "Making Buildings and Facilities Accessible to the Useable by
the Physically Handicapped", 1991 edition. All street returns to have H.C. Ramps.
36. Contractor SHALL NOT POUR any concrete before forms are inspected by the Project
Engineer and/or Owner. Any concrete that has not been approved by the Engineer and/or
Owner will be the responsibility of the Contractor.
37. All areas not covered by building or parking shall be covered with 4" minimum of topsoil,
free of root matter and rocks and grassed.
38. Contractor shall saw -cut to provide smooth transitions where existing asphalt and/or curb
and gutter is to be removed.
39. The Contractor shall provide all the material and appurtenances necessary for the complete
installation of the utilities. All pipe and fittings shall be inspected prior to being covered.
40. All handicap spaces are to receive a handicap sign and handicap symbol painted on the
asphalt. Note stalls to receive 'van accessible' signage.
41. The Contractor shall refer to the architectural plans for exact locations and dimensions of
precise building dimensions and exact utility entrance points.
42. Information concerning underground utilities was obtained from available records and field
conditions when possible, but the Contractor must determine the exact location and
elevation of all existing utilities by digging test pits by hand at all utility crossings well in
advance of trenching. If the clearances are less than specified on the plans or 12 inches,
which ever is less, contact the Project Engineer prior to proceeding with construction.
43. The Contractor shall include in his contract price the removal and disposal of any excess
topsoil he determines is not required to perform the final grading and landscaping
operation.
44. The Contractor is responsible for the design and implementation of all required/necessary
sheeting, shoring, and special excavation measures required on the Project to meet OSHA,
Federal, State and Local regulations pursuant to the installation of the work indicated on
the drawings. Owner, Local Municipality, & Stocks Engineering, P.A.
accept no responsibility for the design to install said items.
45. The Contractor shall include in the contract price daily record keeping of the as -built
condition of all of the underground utilities, construction stakeout associated with the
Project.
46. All water line and sewer line installation shall conform to the standards and details of the
State of North Carolina Department of Health Construction Permit and the local governing authority.
47. The Land Disturbance Permit must be kept on the work site and shown upon request.
48. The Contractor shall include in the contract price all material and labor associated with the
testing of the water and sewer lines required by the State of North Carolina Department of
Health & the local municipality.
49. The Contractor shall include in the contract price any de -watering necessary to construct
the Project as shown on the plans.
50. Natural gas appears to be available. Coordinate with local utility provider to determine existing
location & cost to bring gas to site.
51. TESTING BY Contractor: Contractor shall employ at his expense an outside
independent Soil Testing Service (approved by the Architect) to perform soil testing and
inspection service for quality control testing during earthwork operations. Copies of results of
tests shall be submitted by the Testing Service directly to the Contractor, the Architect, and the
Structural Engineer. --The Testing Service will classify proposed on -site and borrow soils to
verify that soils amply with specified requirements and to perform required field and laboratory
testing. (Minimum required soil bearing capacity is noted on the structural drawings). --In paved
and building slab areas, the Testing Service shall make at least one field density test for each
2000 square feet of fill in each compacted fill layer. If a test should fall to meet required density,
the Contractor shall re -compact that layer. The Soil Testing Service shall perform additional
tests at the Contractor's expense to show that the failed layer has reached the required
compaction. --in foundation wall areas, the Testing Service shall make at least one field density
test for each 100 feet or less of wall length of fill in each compacted fill layer, with no less than
two tests along a wail face. If a test should fail to meet required density, the Contractor shall re -
compact that layer. The Soil Testing Service shall perform additional tests at the Contractor's
expense to show that the failed layer has reached the required compaction.
52. COMPACTION- Compact each layer of backfill and fill soil materials and the top 12" of
subgrade in cut areas to 98% of maximum density as determined by ASTM D698 for structures,
slabs, and pavements and 90% of maximum density for lawns or unpaved areas.
53. The building Contractor and the site work Contractor are to coordinate the installation of
drainage pipes around the building structure.
54. Any relocation of existing utilities will be at the cost of the Developer/Owner. The local municipal agent
will not accept responsibility for damages to curb and gutter or street improvements installed prior to
underground services, nor will the City absorb the cost for borings to install underground service, pavement
patching or damage to landscaping. These will be the responsibility of the Developer/Owner.
55. Fire department vehicular access to all structures under construction shall be provided at all times. In
areas where ground surfaces c-e soft or likely to become soft, hard all weather surface roads shall be
provided and maintained.
56. Address Nu'rbers, both Commercial and Residential, must be posted on the front of the structure
nearest to '-e main entrance in a position to be plainly legible, visible, and unobstructed from the
street or rood fronting the property.
57. Disturbed areo is greater than 1 acre and formal Sedimentation & Erosion Control plan
approval wcs required as a condition of construction plan approval. A copy of the
approved erosion control plan must be kept on site at all times. The approved
Sedimenta'io­ & Erosion Control Plan should be regarded as minimum requirements;
additional -easures shall be put in place as needed to ensure that no sediment is released
from the s''e.
58. (Con structio-/Site Plans) Water and Sewer permit applications have been approved by the
DENR. Permit numbers are as follows:
Water Perm!? Number: N/A -
Sewer Permit Number: N/A - Services Only
59. Copies of all permits and approved plans must be kept on site in a permit box that is
conspicuously located and easily accessible during construction. This includes approved
construction plans, approved erosion control plans, encroachment agreements, driveway
permits, water/sewer permits, etc.
60. All construction shall be in accordance with all Local and State Standards and Specifications.
61. Maintain mi-'-num 3' cover for all water pipe.
62. Where Wate- -ie Crosses:
A. Sanitary Sewer: Waterline shall cross above and maintain 2'
vertical separation or 10' of horizontal separation. If this separation
cannot maintain or if waterline passes below sewer line then both
waterline and sewer line shall be class 50 ductile iron pipe for a
minimum of 10' each side of crossing.
B. Storm Sewer: Where waterline crosses above maintain 1' vertical
separation, where waterline crosses below maintain 2' vertical
separation. If this separation cannot be maintained waterline shall
be class 50 ductile iron pipe for minimum of 10' each side of
crossing.
63. Where sani1cry sewer crosses storm maintain 2' separation.
If this separation cannot be maintained sanitary sewer shall
be class 50 ductile iron pipe for minimum of 10' each side of
crossing.
64. Reference NC 15A, 18C, .0906 for additional crossing information. This criteria shall be met
at all crossings.
65. Sidewalk along the waterfront and other city owned sidewalk shall remain passable during construction.
66. Project materials are not to be delivered via city owned property.
67. If any renovations affect existing electric utilities, contractor must contact the Electric Department at
252.639.2824 or 252.639.2826 to meet on site once project is ready to be scheduled.
68. Any fences shall allow for exit egress from building to public way.
SITE INFORMATION
LOCATION:.........
203 S. FRONT STREET
NEW BERN , INC 25860
COUNTY:
CRAVEN
SIZE AREA: ..................
3.04 ACRES
PIN: ......
8-001-A-2000
PARCEL REFERENCE #: _ .............
49557
DEED BOOK/PAGE NUMBER. .................
1588 / 079
TOWNSHIP ...... .............. ..
NEW BERN, NC
ZONING ....... .....................
C-2
EXISTING USE ............... ...............
MUNICIPAL/RECREATION
PROPOSED USE ... . ....................
MUNICIPAL/RECREATION
TOTAL BUILDING SIZE . ........................
EX. BUILDING
PARKING REQUIREMENTS
1 SPACE PER 200 S.F. GROSS FLOOR AREA
TOTAL PARKING REQUIRED ..... ...... ...
EXISTING
PARKING PROVIDED
REGULAR 9' X 19' ...................
69
H.C. _ .......
6
H.C. (VAN ACCESSIBLE) ...... _ ....
3
TOTAL PARKING PROVIDED .................
78
IMPERVIOUS CALCULATIONS
TOTAL SITE AREA: ...........................
3.36 Ac.
EX. IMPERVIOUS (2004) ............ ... .
2.35 Ac. (70.3%)
IMPERVIOUS TO BE REMOVED ............. . .....
8,244 SF.
PROPOSED IMPERVIOUS ADDITION (TOTAL)........
10,465 SF.
PROPOSED IMPERVIOUS (INTO INFILTRATION)...
5,554 SF.
PROPOSED IMPERVIOUS (BYPASS) ............
4,844 SF.
RIVER BASIN ....... ........................
NEUSE
DISTURBED AREA.. .... ..........
0.53 Ac.
INDEX
CE-00 COVER
CE-01 EXISTING CONDITIONS
CE-02 DEMOLITION PLAN
CE-03 SITE & UTILITY PLAN
CE-04 GRADING & DRAINAGE PLAN
j CE-05 EROSION CONTROL PLAN
CE-06 BUFFER IMPA CTS
D-01 EROSION DETAILS
D-02 SITE NOTES & DETAILS
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SE 2-28-20 New Bern
Comments
Date Project No.
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SITE PLAN

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Comments
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SE 2-28-20 New Bern
Comments
Date
ProjectNo.
SEPT.
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� 9015
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EROSION
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SE 2-28-20 New Bern
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BUFFER
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EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for the construction of a new patio at the New Bern Convention
Center.
Approximately 0.53 acres will be disturbed during construction. The maximum fill will be t1 feet.
The pproject is scheduled to begin construction in Early 2020 with project completion and final
stab ilization by Summer 2020. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, silt fence, inlet and outlet protections
with temporary and permanent seeding.
DETAILED DIRECTIONS TO SI:
From Raleigh, take 1-40 E US-64 E. Follow 1-40 E and US-70 E to US 70 YP E in Selma.
Take US-7D E to Us 70 P in Fork. Continue on US-70 BYP E. Mercie onto US-70 E. Follow US-70 E
to E Front St. in James City. Take exit toward New Bern from NC-55/US-17 N. Continue on Front Street
to your destination in New Bern.
ADJACENT PROPERTY
The adjacent property is commercial.
SOILS
The soil at this site is a Silty SAND.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and s�ppecifications and the minimum
standards of the Dept. of Environmental Management, Land Qualit Section and the local municipality.
The contractor shall also follow any additional requirements as outlined by the Project
Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Vegetative Practices (Ground Stabilization)
Site Area Description:
Stabilization Time Frame:
Stabilization Time Frame Exceptions:
Perimeter dikes, swales,
ditches & slopes.
7 Days
None
High Quality Water (HQW)
Zones.
7 Days
None
Slope steeper than 3:1
7 Days
None
Slopes 3:1 or flatter.
10 Days
7 Days for slopes greater than 50 feet
in length.
Seeding Schedule
Ongoing Activity. Land left exposed shall be planted or otherwiase provided with temporary ground cover, devices, or
structures sufficient to restrain erosion within the applicable time period after compietetion of any phase of grading or
period of inactivity as follows: seven (7) days for steep slope or inclination. Ten (10) days for a moderate slope,
fourteen (14) days for land with no slope or inclininotion. For purposes of this section, a moderate slope means an
inclined area, the inclination olf which is less than or equal to three (3) units of horizontal distance to one (1) unit of
vertical distance; and a steep slope means an inclined area, the inclination of which is greater than three (3) units of
horizontal distance to one (1) unit of vertical distance. No other criteria apply.
Completed Activity. For any area of land -disturbing activity where grading activities hove been completed, temporary or
permanent ground cover sufficient to restrain erosion shall be provided as soon as practicable, but in no case toter than
seven (7) days after comp/etetion of grading.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grodingg.
n
2. Tail Ditches shall be stabilized immediately following their costrucfion. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance until ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas protected by the
proposed measures and otherwise temporarily seeded if to be left stockpiled over 14 days.
4. Construction shall be planned so that grading operations can begin and end as quickly os
possible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
TEMPORARY SEEDING SPECIFICATIONS
BETWEEN MAY 1 AND AUGUST 15, ADD 40 LB/ACRE GERMAN MILLET. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD
120 LB/ACRE RYE (GRAIN).
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE LESPEDEZAS OVER
THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURE LIMESTONE
AND 750 LB/ACRE 10-1D-10 FERTILIZER
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL,
ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. NETTING IS THE PREFERRED ANCHORING
METHOD ON STEEP SLOPES.
MAINTENANCE
REFER11LIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
PERMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 200
CENTIPEDE 50
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR -0 MAY 1
OR AFTER AUG. 15 ADD 25 LBJACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4,000 LB./AC. GROUND AGRICULTURE LIME STONE d
750 LB./AC. 10-10-10 FERTILIZER.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR. ACCORDING TO SOIL TESTS OR
TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED.
REPLACE, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
Maintenance
1. Reseed and mulch bare spots larger than 9 square feet (limited to 5% maximum of site area.)
2. Maintain all seeded areas until uniform stand Is acceptable.
3. If growth is not established by final project inspection, continue specified attention until the
stand is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose Of in an area where silt cannot re-enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have
been provided.
Owner
New Bern Convention Center
203 S. Front Street
New Bern, NC 25860
Phone: [phone]
Maintenance Notes:
1. Follow chart for timelines of when to apply temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed areas as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
GENERAL NOTES:
1. All Stockpile areas shall be a minimum of 100' away from surface waters and inside the perimeter EC Measures.
2. All Concrete Washout areas shall be a minimum of 100' away from surface waters and inside the perimeter EC Measures.
3. If an offsite soil spoil or borrow site is utilized, then the disturbed area for the spoil/borrow site must be induded in the
land -disturbance plan and permit unless the spoiVborrow site already has a land -disturbance permit.
Construction Sequence
1. Install construction entrance, silt fencing, sediment basin, and other
perimeter erosion control measures as specified in the plan. Remove only trees and ground cover necessary to
install these devices and temporarily seed once installed.
2. Contractor is responsible for meeting NPDES requirements to maintain rain gauge, records of self inspection, permit
and S&E plan on site.
3. Begin clearing, grubbing and grading of site in accordance with the approved S&E control plan.
4. Delineate Infiltration Basin Area and avoid any disturbance or silt into this area.
5. Provide ail disturbed areas with ground cover as per the seeding table and timeline,
after completion of any phase of clearing, grubbing or grading. The seeding, seedbed preparation, mulch
and/or rolled erosion control product installation must be in accordance with the seeding schedule provided
in this S&E plan.
6. At the conclusion of building or if land -disturbing activity is stopped temporary or permanent
vegetative cover shall be installed in accordance with this plan.
Z Stockpile shall be respread over site or disposed off -site in a permitted facility.
8. All measures shall remain until permanent vegetation is established.
9. Permanent groundcover shall be established in 15 working days or 90 calendar days, whichever is shorter. However,
NPDES groundcover requirements take precedence.
10. Remove all erosion control measures after obtaining approval of permanent ground cover stabilization.
CURBSIDE PLAN
d
FlL TER SOCK
J
STORM
GRATE
NOTES.•
1. ALL MATERIAL TO MEET
MANUFACTURES SPECIFICA77ONS
2. FlL IER MEDIA FILL TO MEET
EXCESS SOCK MAIERIAL
APPLICA77ON REQUIREMENTS.
TO BE DRAWN iN AND
J. COMPOST MATERIAL TO BE
TIED OFF TO 2x2 WOODEN
DISPERSED ON SITE, AS
STAKE. (TYPICAL)
DETERMINED BY ENGINEER,
SEC URE SOCK TO GRATE
FlL TER SOCK
W/RUBBER 77E DOWNS
CA TCH
BASIN
CURBSIDE SECTION
FILTER A90r
INLET J0,80A T/O/Y
(INSTALL ONCE CURB OR SIDEWALK iS POURED)
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
1. Inlet protection shall be placed at locations indicated on plans as directed by the Engineer. Inlet protection should
be installed in a pattern that allows complete protection of the inlet area.
2. Installation of curb Inlet protection will ensure a minimal overlap of at least 1 ft on either side of the opening
being protected. The Inlet protection will be anchored to the soil behind the curb using staples, stakes or other
devices capable of holding the Inlet protection in place.
3. Standard Inlet protection for curb inlet protection and curb sediment containment will use 8 in diameter Inlet
protection, and drain inlets on soil will use 12 in or 18 in diameter Inlet protection. Tn severe flow situations, larger
Inlet protection may be specified by the Engineer. During curb installation, Inlet protection shall be compacted to be
slightly shorter than curb height.
4. If Inlet protection becomes clogged with debris and sediment, they shall be maintained so as to assure proper
drainage and water flow into the storm drain. In severe storm events, overflow of the Inlet protection may be
acceptable in order to keep the area from flooding.
5. Curb and drain Inlet protection shall be positioned so as to provide a permeable physical barrier to the drain itself,
allowing sediment to collect on the outside of the Inlet protection.
6. For drains and inlets that have only curb cuts, without street grates, a spacer is required in order to keep the Inlet
protection away from the drain opening. This spacer should be a hog wire screen bent to overlap the grate opening
and keep the sock from falling into the opening. Use at least one spacer for every 4 ft of curb drain opening. The
wire grid also prevents other floatable waste from passing over the Inlet protection.
7. Stakes shall be installed through the middle of the drain Inlet protection on 5 ft centers, using 2 in t 2 in x 3 ft
wood stakes.
8. Staking depth for sand and silt loam soils shall be 12 in and 8 in for clay soils.
MAINTENANCE:
1. The Contractor shall maintain the Inlet protection in a functional condition at all times and it shall be routinely
inspected.
2. If the Inlet protection has been damaged, it shall be repaired, or replaced if beyond repair.
3. The Contractor shall remove sediment at the base of the upslope side of the Inlet protection when accumulation
has reached 1/2 of the effective height of the Inlet protection, or as directed by the Engineer. Alternatively, for drain
Inlet protection, anew Sock may be placed on top of the original increasing the sediment storage capacity without
soil disturbance.
4. Inlet protection shall be maintained until disturbed area above or around the device has been permanently
stabilized and construction activity has ceased.
5. Regular maintenance includes lifting the Inlet protection and cleaning around and under them as sediment
collects.
6. The filter mediawill be removed from paved areas or dispersed on site soil or behind curb once disturbed area has
been permanently stabilized, construction activity has ceased, or as determined by the Engineer.
NOT TO SCALE (CONVERT TO FILTER SOCK ONCE CURB OR SIDEWALK /S POURED)
STANDARD METAL POSTS 2'-0" IN GROUND
CONC!lETE h9UCii' NJ
NOT TO SCALE
STAKE (TYP) /
10 MIL PLASTIC-
LINiNG
STRAW BALES
•
•
•
•
•
•
14'
STAPLE (2 PER BALE)
/-10 MIL PLASTIC LINING
14,
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
4ARRIER AFTER EACH RAiN AND MAKE REPAIRS AS NEEDED.
'ENT AS NECESSRY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
GAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
:TABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND
;E OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO
:, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL
[ROUND THE INLET.
1ED STONE PLACED TO A HEIGHT OF
NIMUM ABOVE TOP OF BOX
T FENCE
STRAW BALE
TAL STAKE (2 PER BALE)
K
LYWOOD PAINTED WHITE
LACK LETTERS 6" TALL
OOD POST
GROUND LEVEL
CONSTRUCTION SPECiFICA T ONS.-
1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM
THE FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUCTION TRAFFIC.
2. POLYETHYLENE SHEE77NG SHALL BE 10 MILS FREE OF HOLES, TEARS, OR
LEAKS.
MAINTENANCE.•
FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE
DISPOSING OF CONCRETE CONCRETE SHALL BE DISPOSED OF IN THE SAME
MANNER AS OTHER NON-HAZORDOUS MATERIALS FROM THE SITE OR MAY BE
BROKEN UP AND USED AS FiLL IN NON-STRUCTURAL AREAS
C9,ffS1rRffC.?1WVNAff1rR'd#CAF
NOT TO SCALE
TONE � /-SILT FENCE
T__2P VIE
I CCC DI AAI I
FRONT VIEW
CONSTRUCTION SPECS•
1. CLEAR & GRUB THE AREA AROUND THE SILT FENCE
OUTLET AND PROPERLY DISPOSE OF DEBRIS.
2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN
PER THE DETAIL.
3. PROPERLY OVERLAP STONE BEYOND EDGES OF SILT
FENCE OPENING.
MAIN TENANCE:
INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT
IMMEDIA TEL Y REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS
FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE
IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET.
IMMEDIA TEL Y STABILIZE ANY AREAS THA T NEED REPAIR.
CONSTRUCT70N SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTI0NABLE MATERIAL AND PROPERLY GRADE iT
2 PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,
AND SMOOTH IT.
J. PROVIDE DRAINAGE TO CARRY WA FR TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4. USE GEOTFXPLE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDA77ON IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE.'
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEA WNG THE CONSTRUCTION SITi< THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
egg
:.0,;
oi, 'nnng oi ,�i!`
BACKRLL MiN. 8" FILTER
THICK LAYER OF
GRAVEL.
14"
COMPACTED FILL
POST FILTER FABRIC
EXTENSION OF FABRIC
AND WIRE INTO TRENCH
0 I I i.- .M••r f WI/1L
W I no
•' co
V- ]BENCH ORi i I► - 4 ------
11 I 00
CONSTRUCTION SPECIFICATIONS:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGTH SYNTHETIC FILTER
FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE
FAILURE OF THE STRUCTURE).
J. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN 774E FILTER CLOTH
ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE
OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE
WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS WIRE OR PLASTIC ZIP
TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
7. EXCA VA TE A TRENCH APPROXiMA TEL Y 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH
COMPACT70N OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
RECEIVED
MAR 0 2 2020
®CHD CITY
0a,
ENGINEERING
CtARoZ��''
SEAL
19843
41,EL
fill
0 2
/ 1 /10/20
801 EAST WASHINGTON STREET P.O. BOX 1108
NASHVILLE, N.C. 27856 PHONE: [phone]
WWW.STOCKSENGINEERING.COM
HONOR THE LORD WITH YOUR WEALTH, WiTH FIRST FRUITS OF ALL YOUR CROPS; THEN YOUR, BARNS WILL BE FILLED TO OVERFLOWING.
SE JOB #2019-065
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GENERAL NOTE:
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Revisions
SE 2-28-20 New Bem
Comments
Date
Project No.
SEPT..
9, 2019
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General Notes:
Water Notes
Site Plan Notes
1.
This plan must be approved by the Local Governing Agency prior to construction of any street, water,
1.
No existing valves and fire hydrants shall be operated without the explicit permission from the Public
1.
Contractor to provide full water service to site including meter, setting,
and connection fees in his
storm drainage or other site improvements on this plan.
Standards NCDOT, as applicable.
Utility Owner. The contractor shall make arrangements with the local utility authority prior to connecting
bid.
2.
All improvements shall conform to Municipal or
1 therefor formal Sedimentation & Erosion Control plan approval is
to existing mains.
2.
The Site Contractor is to assume responsibility for all water and sewer
utilities from a point 5'
3.
Disturbed area is less than acre
construction approval. However measures shown on the
2.
Contractor shall seed, mulch, and tack all disturbed area within 7 days after backfilling trench. All
outside of the building to the point of public connection.
not required as a condition of plan
approved Erosion &Sedimentation Control Plan should be regarded as minimum
sedimentation control measures shall be kept in operable condition until a stand of control measures
p p
3.
Contractor to furnish all point striping.
P P 9•
requirements; additional measures shall be put in place as needed to insure that no sediment is released
q
shall be removed when authorized by the Engineer after the completion of the project.
4.
Owner to purchase or lease dumpsters & recycle bins. These will not
be provided by Contractor.
3.
All excavated wood and rocks shall be disposed off site by the Contractor. Bury will not be
5.
A Geotechnical Investigation was prepared for this project. Contractor
is responsible for digging site,
4.
from the site.
The General Contractor is responsible for installing and maintaining all measures necessary to ensure that
permitted on -site.
if desired prior to bid. Contact Engineer at 252.459.8196 at least 48
hours prior to want to gain
is contained on -site.
4.
Water line crossing existing asphalt pavement shall be installed by the Open Cut method.
access. Contact Owner to obtain copy of Geotech Report.
5.
all sediment
Omitted.
5.
Where lines cross gravel/asphalt driveways, Contractor is to restore driveways to the original condition.
6.
All site plumbing is to meet the NC State Building Code, Volume II, Plumbing.
6.
Stormwater detention and nutrient management is required.
Drives shall be repaired within 7-days of open cut.
7.
Water service lines to be HDPE w/meter and backflow preventor.
7.
Water service fees are due on this site prior to setting of taps or meters. Contact the local
6.
Contractor shall take proper precautions not to disturb existing property corner markers. All
8.
Sewer services to be PVC, service weight. Minimum grades for 4-inch
lines
and sewer
utility provider for payment information.
disturbed property corner markers shall be replaced by a Registered Land Surveyor.
to be 1.04-percent.
8.
Contractor shall make arrangements with the local utility authority for connection to existing mains.
7.
All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and silt
9.
Pressure reducing valve, if needed, to be located in building and is not
Site Contractor's responsibility.
Do NOT operate any existing valves without permission of the governing agency.
fence shall be included in the total base bid.
10.
Provide handicap signs, markings and ramp per the details.
9.
Water meters supplied by contractors shall meet all municipal Standards.
8.
Utility contractor is responsible for notifying local authority of time and date he plans to commence
11.
All signs, pavement markings, and other traffic control devices are the
Site Contractor's responsibility
10.
Omitted.
construction.
and shall conform to: Manual on Uniform Traffic Control Devices, current edition, as amended; ADA
4. f ' t' tilities will be at the cost of the General Contractor. The utility provider will not
9.
Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the
guidelines; and, ANSI A117.1.
11. Any reloca Ion o exls Ing u
accept responsibility for damages to curb and gutter or street improvements if installed prior to underground
services, nor will the County absorb the cost for pavement patching, damages to landscaping or borings to
install underground services.
12. Contractor shall be responsible for all work zone traffic control in or adjacent to ROW. All
signs, pavement markings and other traffic control devices shall conform to the Manual on Uniform
Traffic Control Devices (MUTCD), latest edition as amended.
13. Fire Protection water supply system including fire hydrants, shall be installed and in service prior to
recording the subdivision, or, if no subdivision is involved, shall be installed prior to the placing of
combustible building materials for structures or combustible pre -tested fabricated building assemblies on
the project site or utilizing them in the construction of building structures. If phased coordination is
planned, coordinate installation of the fire protection water system is permitted.
14. Fire department vehicular access to all structures under construction shall be provided at all times.
In areas where ground surfaces are soft or likely to become soft, hard all weather surface roads shall be
provided and maintained.
15. Omitted.
16. Commercial property Address Numbers shall be a minimum of ten (10) inches in height with a
minimum stroke width of one (1) inch. These numbers shall contrast with their background and shall be
Arabic style numerals.
17. Address Numbers must be posted on the front of the structure nearest to the main entrance in a
position to be plainly legible, visible and unobstructed from the street or road fronting the property.
18. Any change or deviation from this plot, prior to or during construction, will cause addressing and/or street
names to be re-evaluated with possible subsequent change.
19. Plans are based on an actual field survey provided by Oakley Collier Architecture and Bryant Boyles.
20. Contractor to verify all building dimensions and/or location(s) with architectural drawings before
beginning construction. If discrepancies are found, cease construction and consult the architect and civil
site engineer for resolution.
21. Omitted.
22. All HVAC equipment shall be screened from the view of all public street rights -of -way for their entire
length along those streets, except for necessary access.
23. For the installation of gas services, contact Public Utilities.
24. The customer is required to provide an outside lockable disconnect.
25. Right -of -Way Easement must be signed prior to installation of utilities.
26. Call NC One Call Center at [phone] before digging to locate existinc utilities.
27. If overhead primary electric lines are present, mature tree height shall not exceed 15 feet.
28. Copies of all permits and approved plans must be kept on site in a permit box that is conspicuously
located and easily accessible during construction. This includes approved construction plans, approved
erosion control plans, encroachment agreements, driveway permits, water/sewer permits, etc.
29. Plan approval is valid for two (2) years from approved date.
Drainage Notes
1. Boxes may be reinforced masonry, masonry, precast concrete or cast -in -place reinforced concrete.
2. The maximum height of an un-reinforced masonry drainage structure with 8" walls shall be limited to 8' -
0" from invert of the outlet pipe to the top of the casting. Depths greater than 8' - 0" shall have walls 12"
thick. Basins over 12' in total depth shall be designed by a NC Professional Engineer. 4? walls are not
allowed on drainage structures.
3. Steps are to be provided on all basins deeper than 42".
4. Steps are to be PS1-PF as manufactured by M. A. Industries or an approved equal. Locate on non -pipe
walls.
5. Mortar in masonry boxes is to be type
6. Clay brick structures are not allowed.
7. Concrete pipe is to be minimum Class III reinforced concrete meeting ASTM C-76, latest revision.
8. Concrete building brick is to meet ASTM C-55, Grade N, Type 1.
9. All iron castings are to be drilled and lagged to the drainage structure. The drainage structure as well is
to be drilled.
10. All cast -in -place or precast concrete drainage structures located in paved areas accessible to truck
loadings to be designed to meet AASHTO HS 20-44 loading. See manufacturers details for wall, top and
bottom thickness.
11. All drainage casting to receive bituminous coating and be rotated so that they are in line with the nearest
site feature or building.
Concrete Notes
1. All construction, placing, pouring and curing concrete is to conform to the latest edition of ACI 318.
2. All reinforcing steel is to be cold cut and bent in conformance with the latest edition of ACI 318 and
ASTM A-615.
3. Portland Cement Concrete shall have a minimum 28-day compressive strength of 4,000 PSI (or noted), a
non -vibrated slump between 2.5 and 4-inches, a minimum cement content of 545 pounds per cubic yard, an
air entrainment of 5-7-percent and a maximum water -cement ratio of 0.545 in accordance with Class B
concrete as described in the NCDOT Standard Specifications for Roads and Structures unless otherwise
specified.
4. Do not use chloride in any concrete which has reinforcing steel or wire fabric.
5. Reinforcing steel shall meet ASTM A-615, Grade 60. Welded wire fabric shall meet ASTM A-185. Tie wire
shall conform to ASTM A-82.
6. Lap welded wire fabric a minimum of one mesh. Lap all bars a minimum of 24 inch. Alternate adjacent bar
splices a minimum of 48".
7. Use only approved chairs with sand plates to support reinforcing on grade.
8. All crossings of reinforcement are to be tied. Supports for reinforcing to hold bars against movement
during pour and finish operation. Supports for reinforcing bars to be a minimum of 48 inches apart.
9. Concrete shall be only plant -mixed, transit -mixed or ready -mixed concrete. The time elapsing from
mixing to placing the concrete shall not exceed ninety (90) minutes.
10. Concrete shall not be deposited on frozen subgrade and shall not be poured when the air temperature for
the succeeding 24-hour period is less than 32 degrees F.
11. All concrete when placed in forms shall have a temperature between 50 degrees F and 90 degrees F and
shall be maintained at a temperature of not less than 50 degrees for at least 72 hours for normal concrete
and 24 hours for high early strength concrete.
12. Do not place fresh concrete during summer on a dry subgrade. Moisten subgrade before placing concrete.
13. Subgrade is to be firm, free of water and/or silt and undisturbed or compacted properly. Consult
Engineer if soft or yielding subgrade is encountered for improvement directions. If ground water is entering
subgrade, consult Engineer for instructions.
14. Areas of concrete to be removed shall be saw cut before removing. The saw cut shall provide a smooth,
straight edge approximately two (2) inches deep before breaking away the adjacent concrete.
15. Immediately after the forms have been removed and all honeycombed areas are repaired, backfill to
prevent underwash.
16. Brooming of the concrete surface shall be done transverse to the direction of traffic for all pedestrian
areas.
17. Joint spacing shall be no less than 8-feet. Where existing sidewalks are being widened, transverse joints
shall be located so as to line up with existing joints in the adjacent existing sidewalk. Grooved joints shall
not be sealed.
18. Concrete Sub shall be responsible for all score joints and expansion joints. A preliminary score joint
pattern and expansion joint pattern shall be submitted to the project engineer for review prior to pouring
concrete.
19. Expansion joints shall be one-half (1/2) inch in width and shall be placed between all rigid objects at a
distance of no more than thirty (30) feet apart and shall extend the full depth of the concrete with the top
of the filler one-half (1/2) inch below the finished surface.
20. The edges of the curb/sidewalk shall be finished with an approved edging tool one-half (1/2) inch radius.
Joints shall be similarly finished immediately after templates have been removed.
21. Saw control joints as soon as fresh concrete will retain coarse aggregate against the sawing action.
22. Contractor SHALL NOT POUR any concrete before forms are inspected by the project engineer and/or the
owner. Any concrete that has not been approved by the engineer and/or owner will be the responsibility
of the contractor.
contractor. Trench borrow needed during construction shall be included in the cost of the line laid,
unless otherwise specified.
10. Valve box to be 3 piece telescopic with concrete collar when not in pavement.
11. The contractor shall provide all the material and appurtenances necessary for the complete
installation of the utilities. All pipe and fittings shall be inspected prior to being covered.
12. Lines shall be flushed thoroughly to remove all dirt and debris. Chlorine shall be applied to all water
lines in sufficient concentration to leave an overall residual of 50 ppm. The chlorinated water shall
remain in the lines for 24 hours at the end of which time the chlorine residual shall be at least 10
ppm. The lines shall then be flushed until there is normal chlorine residual present and samples shall
be collected for bacteriological analysis.
13. The contractor to conduct bacteriological testing of water lines, which have successfully passed
hydrostatic testing and have been disinfected in conformance with AWWA Standards. This procedure
requires (5) days to complete.
14. No contractors are authorized to use un-metered water during construction. All pipe and
appurtenances shall be thoroughly cleaned prior to placement. Pipe shall be laid with straight lines and
even grades and all joints shall be perfectly fitted. During periods when pipe is not being laid, open
ends shall be securely blocked.
15. All excavation is unclassified and shall include all materials encountered.
16. All concrete used for blocking and concrete collars is to be minimum 3,000 psi at 28 days, air
entrained.
17. Contractor shall saw -cut to provide smooth transitions where existing asphalt is to be removed.
18. Hydrants to be Mueller, open right with Town of Tarboro threads (3 3/16" x 6").
19. PVC lines shall have 4" stone bedding and covered to the top of pipe w/stone.
20. Minimum 12 gauge tracer wire to be installed.
21. Valves to be Mueller, open right with Town of Tarboro threads.
Concrete and Asphalt Testing
Portland Cement Concrete Testing Requirements
Initial Test: The initial test (from first ready -mix truck) is to be taken after the second cubic yard is
dispensed from the mixer and is to consist of the following:
1. One slump test
2. Three cylinders pulled, prepared and stored on -site for 24 hours
3. Temperature recording
Subsequent Tests: After the above tests are pulled from the initial truck, every 5th truck thereafter is to be
tested in the some manner as noted above.
Asphalt Concrete Testing Requirements
Compaction: Testing for asphalt density is to follow NCDOT "Standard Specifications for Roads and Structures",
Section 609-9, "Field Compaction Quality Management," latest revision.
Thickness: The minimum frequency of coring for thickness testing shall be on the basis of test sections
consisting of not more than 1500 linear feet of lay down width, exclusive of intersections and irregular
areas. The test sample is to be a 6-inch cored sample. The sample is to be numbered and logged for
identification purposes.
Contractor's Quality Control System: Follow NCDOT "Standard Specif;cations for Roads and Structures",
Section 609-5, "Contractor's Quality Control System," latest revision.
Mixture and Job Mix Formula Adjustments: Follow NCDOT "Standard Specifications for Roads and Structures",
Section 609-4. "Field Verification of Mixture and Job Mix Formula Adjustments", latest revision.
General: All other applicable sections of Section 609 of the NCDOT "Standard Specifications for Roads and
Structures" shall apply relating to Quality Control Plan, mix design, cor`.-o' :mits, corrective action,
equipment and measurement.
Testing Cost: Site Contractor is responsible for cost of testing.
Grading Notes
1. Site Contractor to inform General Contractor to verify finished grade at building before digging footings.
Some portions of the building foundation wall may, of necessity, need to retain building pad fill to allow
exterior grades to be dropped. In this case, step footings may be necessary to achieve the desired grade
variations.
2. New finished contours shown are top of future paving in areas to receive pavement and top of topsoil
in areas to be seeded or sodded.
3. Areas outside of the parking lot perimeters shown to be seeded shall receive 4 inches of topsoil. This
topsoil to be placed and leveled by the Contractor.
4. Dimensions on buildings are for grading purposes only and are not to be used to lay-off footings. See
Architectural Plans.
5. Contractor shall notify and cooperate with all utility companies or firms having facilities on or adjacent
to the site before disturbing, altering, removing, relocating, adjusting or connecting to said facilities.
Contractor shall raise or lower tops of existing manholes, as required, to match finished grades.
6. All catch basin grate and frames are to be Vulcan or approved equal. Verify that dimension heights on
castings are not exceeded in critical areas before ordering substitute castings.
7. All areas not covered by an impervious surface or landscaped planting beds are to be grassed.
8. Unusable excavated materials and all waste resulting from clearing and grubbing shall be disposed of
off -site by Contractor.
9. All excavation is unclassified and shall include all materials encountered.
10. Before any machine work is done, Contractor shall stake out and mark the items established by the
Site Plan. Control points shall be preserved at all times during the course of the project. Lack of proper
working points and grade stakes may require cessation of operations until such points and grades have
been placed to the Owner's satisfaction.
Parking, Roadway and Building Subgrade Preparation
1. Subgrade on Precompacted Original Soil
a. Remove all the topsoil and all questionable organic soil and extend a minimum of four (4) feet beyond
the outside edge of the pavement. Stockpile all topsoil that is free from trash and debris for re -use.
b. Precompact the exposed grade with a vibratory roller weighing a minimum of ten (10) tons (static load)
or equal to stabilize the initial settlement of the top strata of the soil. The stability of the subgrade will
be considered adequate when the total settlement after the last four (4) complete passes by the vibratory
roller does not exceed 1 /8". Any area that settles excessively and fails to stabilize under continued
rolling should be further undercut and replaced with properly compacted select granular fill.
2. Subgrade on Certified Compacted Fill
a. Prepare the site following the some procedures as outlined in Items 1 and 2 above.
b. Using the some compaction equipment as outlined above, compact new fill soil in +/-8-inch layers to
a minimum 98-percent of the maximum dry density at its optimum moisture content in accordance with
the Standard Proctor Method, ASTM Standard D 698-78 and field controlled in accordance with ASTM
Standard D 2167-84, or equal. The top one (1) foot of the prepared fill subgrade should be compacted
to 100-percent of the maximum dry density using the Standard Proctor Method.
c. The end of the fill should be terminated at the minimum slope of two (2) horizontal to one (1) vertical
measured from three (3) feet beyond the outside edge of the pavement to the toe of the fill. The fill
soil is to be select granular soil weighing a minimum of 110 pcf at its optimum moisture content.
12. All dimensions are to face of curb unless indicated otherwise. Staking plan coordinates are to back
of curb.
13. Contractor shall coordinate installation of all signs, pavement markings, and other traffic control
devices with other Contractors on the site.
14. Contractor shall saw -cut to provide smooth transition at tie-in to existing edge of pavement when
applicable.
15. Do not pour any concrete before forms are inspected and approved by Engineer/Owner.
16. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in
Construction" issued by ACC of America, Inc., and the Safety and Health Regulations for Construction
issued by the U.S. Department of Labor.
17. All handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as detailed
in Federal Register, Vol. 56, No. 144, dated July 26, 1991, rules and regulations activated January 26,
1992, latest revision. Also, refer to North Carolina State Building Code Volume 1-C, "Making Buildings
and Facilities Accessible To and Useable by the Physically Handicapped", 1991, latest edition and ANSI
A117.1, current edition, as amended.
Gospel Notes
The following notes do not represent the belief of any municipality, government organization, or client of
Stocks Engineering. The detail is included to show the foundation of Stocks Engineering and its employees.
Our prayer is that through the truth outlined below you will clearly see what it means to have a
personal relationship with Christ.
1. GOD'S LOVE
God loves you and he created you to know him personally.
He has a wonderful plan for you life.
John 3:16 "For God so loved the world that he gave his only son, that whoever believes in him shall not
perish but have eternal life."
What prevents us from knowing God personally?
2. OUR CONDITION
People are sinful and separated from God, therefore we cannot
know him personally and experience his love and plan.
Romans 3:23 "For all have - - This diagram ilustrates that God g
sinned and fall short of the is Holy and people are sinful. A
glory of God." great gulf separates the two. The
Romans 6:23 "For the wages arrows illustrate people continually
of sin is death" (Spiritual trying to reach God through our
separation from God) Llf-IJIFI'-- own efforts, but we inevitably fail.
There is only one way to bridge this gulf...
3. GODS RESPONSE
Jesus Christ is God's only provision for sin, Through him alone we can know God personally and
experience his love and plan.
Romans 5:8 "But God dem-
onstrated His own love for
us in this: While we were still
sinners, Christ died for us.
John 14:6 Jesus answered,
'I AM the way the Truth and
the Life. No one comes to
the Father except through me'.
PEOPLE
This diagram ilustrates that God
has bridged the gulf that sepa-
rates us from Him by sending
His son, Jesus Christ, to die on
the cross in our place to pay
the penalty for our sins.
It is not enough just to know these truths...
4. OUR RESPONSE
We must individually receive Jesus Christ as Savior and Lord; only then can we know God personally
and experience His love and Plan.
These two circles represent two kinds of lives...
Ephesions 2:8-9 "For it is
by grace you have been
saved, through faith - and
this is not from yourselves, SELF
it is the gift of God - not
by works, so no one can SELF
boast."
John 1: 12 "Yet to all who Self -Directed Life Christ -Directed Life
received Him, to those who Self is in the center Christ is in the center
boast." and on the throne; and on the throne;
Christ is outside. self yeilds to Christ.
Which circle best represents your life?
Which circle would you "ke to have represent your life?
You can receive Christ right now by faith in prayer.
"Lord Jesus, I need you. Thank you for dying on the cross for my sins. I open the door to my life and
receive You as my Savior and Lord. Thank you for forgiving my sins and giving me eternal life. Take
control of the throne of my life. Make me the kind of person You want me to be."
If this prayer expresses the desire of your heart, then you can pray this prayer and Christ will come into
your life as he promised.
For more information on what it means to have a relationship with God, or if you have any questions
or prayer request please submit them to stocksengineering©gmail. com, call us at 252.459.8196, or
visit our web site, www.stocksengineering.com
RECEIVED
MAR 0 2 2020
0,M-Hf CITY
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SEAL
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41, S �HAEtfill
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ENGINEERING
801 EAST WASHINGTON STREET P.O. BOX 1108
NASHVILLE, N.C. 27856 PHONE: [phone]
WWW.STOCKSENGINEERING.COM
HONOR THE LORD WITH YOUR WEALTH, NTH FIRST FRUITS OF ALL YOUR CROPS,
WILL BE FILLED TO
SE JOB #2019-065
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PRELIMINARY NOT FOR CONSTRUCTIO
GENERAL NOTE:
Prior to construction
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verify & be responsible
for all Dimensions.
Revisions
SE 2-28-20 New Bern
Comments
Date ProjectNo.
9, 20 9 19015
Drawn By Sheet No.
JAS
Chi By D-02
JKV
Sheet Title
NOTES