HomeMy WebLinkAboutS221106_SHEETS_COMBINED_v1CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO
ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
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Know what's below.Call before you dig.
RACEWAY - CAPE FEAR
PROJECT INFORMATION
ZONING
TAX MAP #
PERMIT TYPE PERMIT NUMBER (APPROVAL DATE)
CONSULTANTS
ENGINEER
SITE DESIGN, INC.
CRAIG WINNALL, P.E.
1074 ASHEVILLE HWY
SPARTANBURG, SC 29303
PHONE: 864-285-0618
LANDSCAPE ARCHITECT
SITE DESIGN, INC.
ALISON BRANDT
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-271-0496
SURVEYOR
UTILITY PROVIDERS
WATER
CAPE FEAR PUBLIC UTILITY
235 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
BERNICE JOHNSON
PHONE: 910-332-6620
ELECTRIC TELEPHONE
DUKE ENERGY PROCESS
N/A
N/A
DALE ELLIOTT
PHONE: 910-200-5792
UTILITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
SANITARY SEWER GAS CABLE
PIEDMONT NATURAL GAS
N/A
N/A
PAUL GONKA
PHONE: 910-251-2810
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
STORM FIRE DISTRICT OTHER
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
SHEET INDEX
NO.
COV
S1 BOUNDARY & TOPOGRAPHIC SURVEY
COVER SHEET
PLAT (AS REQUIRED)
DEMOLITION PLAN
GENERAL REQUIREMENTS
S1.2
C1
C2
GR1
C4
C2.2 - C2.4
C5
C7
C7.1
C8
C8.1 - C8.3
PAVING PLAN
DRAINAGE PLAN
UTILITY PLAN
OVERALL GRADING PLAN
EROSION AND SEDIMENT CONTROL NOTES AND ADDITIONAL DETAILS
UTILITY DETAILS
SD1 - SD8 RACETRAC STANDARD DETAILS
L1 - L1.3 LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS (BY OTHERS, LIST COMPANY)
L2 - L2.3 IRRIGATION PLANS, DETAILS AND SPECIFICATIONS (BY OTHERS, LIST COMPANY)
L3 MAINTENANCE SPECIFICATIONS
SHEET DESCRIPTION
TS1 - TS2 CITY/COUNTY/STATE DOT PLANS, SECTIONS AND DETAILS
SP1 PHOTOMETRIC PLAN (AS REQUIRED)
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
CONSTRUCTION INFORMATION
RACETRAC 24-HOUR PHONE NUMBER: 706-969-0594
CONTACT NAME: SAMANTHA JONES
VICINITY MAP
1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE
VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION,
AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTION.
2.ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES
HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING.
3.CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S CONSTRUCTION MANAGER SHOP DRAWINGS ON ALL PRECAST AND
MANUFACTURED ITEMS TO USE ON THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL
AND REPLACEMENT AT CONTRACTOR'S EXPENSE. CONSTRUCTION MANAGER'S APPROVAL OF A SHOP DRAWING DOES NOT
RELIEVE CONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM.
4.WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY
OTHER CONTRACTORS AND UTILITY COMPANIES. IT IS NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR'S AND UTILITY COMPANIES.
5.MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE LOCAL REGULATORY AGENCY.
6.CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION.
7.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES
AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE,
AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY
INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
8.THE CONTRACTOR SHALL USE EACH PLAN IN CONJUNCTION WITH THE ENTIRE SET OF DRAWINGS AND JOB SPECIFICATIONS. DO
NOT REMOVE OR DEMOLISH ANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALL ELECTRICAL, PLUMBING, MECHANICAL,
GENERAL TRADES, AND UTILITY COMPANIES AS THEY AFFECT THE OVERALL PROJECT.
9.ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS
GENERAL NOTES:
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATION PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTANCES,
TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.
(EXPIRATION DATE)
REV DATE
DRAINAGE PROFILES
SITE
R04000-003-008-000
I-2 (HEAVY INDUSTRIAL DISTRICT)
NEW HANOVER COUNTY
230 GOVERMENT CENTER DR. #160
WILMINGTON, NC 28403
GALEN JAMISON
PHONE: 910-798-7072
2100 CAPITAL DRIVE
WILMINGTON, NC 28405
RAYMON GRISWOLD
PHONE: 910-798-7448
NEW HANOVER COUNTY
COV
CO
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
EROSION CONTROL PLAN (PHASE II)C2.1
EROSION CONTROL PLAN (PHASE I)
SITE DESIGN, INC.
CLAY JONES, P.L.S.
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-271-0496
C4.1 POND NOTES AND DETAILS
OVERALL SITE PLANC3
C4.3 GRADING AND STORMWATER DETAILS
CAPE FEAR PUBLIC UTILITY
235 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
BERNICE JOHNSON
PHONE: 910-332-6620
GR1
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ZHEYDENBURG
S221106_BASE_SHEETS.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO
ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
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STORM DRAINAGE NOTES:
1.All pipes entering storm sewer structures shall be sealed to assure connection at structure is water tight.
2.Reference detail sheets for storm water details.
3.The contractor shall submit buoyancy calculations on all runs of pipe that do not utilize concrete pipe. Buoyancy calculations
shall be prepared, signed, and sealed by a registered engineer, shall represent actual field conditions, and shall demonstrate
that the pipe utilized will not become buoyant under any conditions. The contractor may elect to provide a restraining system,
designed by a registered engineer, adequate to resist buoyant forces where necessary.
TANK NOTES:
TOP OF DIELSEL TANK ELEVATION= XXX.0'
TOP OF AUTO TANK ELEVATION= XXX.0'
CONTRACTOR SHALL MAINTAIN A MINIMUM GROUND COVER OF 3' OVER UNDERGROUND STORAGE TANKS.
1.Drainage structures shall be precast or cast-in-place concrete in accordance with dot
requirements as follows:
A.Area inlets - CB-01 or PC-01 (pipe size 36" and smaller) all inlet frames and grates shall
be Vulcan Foundry Corp. Catalog # V-4863 or equal.
B.Trench drains shall be aqueduct. provided by RaceTrac and installed by general
contractor.
STRUCTURE TYPES:
SITE SPECIFIC NOTES:
1.Contractor to include for all secondary conduits (conduit only) depicted on utility page in base bid. include for length up pole
approx. 30ft. Wire is assumed to be by utility department. Secondary wire will be provided in bid as an alternate price in L.F.
and handled as a change order if required.
2.Contractor to include two (2) 1” conduit to both sign locations.
A.One (1) 1” conduit is for electrical.
B.One (1) 1” conduit is for communication.
C.Contractor is responsible to provide CAT 5 home-run between price sign and final destination inside the building. Final
destination to be determined by RaceTrac Construction manager during construction.
3.Contractor to see sheet SD1 for air/vac service station electrical requirements.
A.Contractor to provide small concrete utility vaults for utility junctions. Concrete vault to be flush with concrete or
landscaping.
B.Air/vac service station electrical conduits to be 1”.
C.Include a weather proof junction box inside of the concrete vault. Leave three (3) pull strings inside conduit for future
use.
GENERAL NOTES:
1.It is the contractor's responsibility to become familiar with the permit and inspection requirements of the various
governmental agencies. The contractor shall obtain all necessary permits prior to construction, and schedule
inspection according to agency instruction.
2.All work performed shall comply with the regulations and ordinances of the various governmental agencies
having jurisdiction over the work, including landscaping.
3.At least 3 working days prior to construction the contractor shall notify the owner, engineer and appropriate
agencies and supply them with all required shop drawings, the contractor's name, starting date, projected
schedule, and other information as required. Any work performed prior to notifying the owner & engineer of record
or without agency inspector present may be subject to removal and replacement at the contractor's expense.
Failure to obtain approval before installation may result in removal and replacement at the contractor's expense.
Contractor shall submit for review to the owner's construction manager, shop drawings on all precast and
manufactured items to use on this site. Construction manager's approval of a shop drawing does not relieve
contractor's responsibility for performance of the item.
4.Work performed under this contract shall interface smoothly with other work being performed on site by other
contractors and utility companies. it is necessary for the contractor to coordinate and schedule his activities,
where necessary, with other contractor's and utility companies.
5.Materials and construction methods for streets and storm drainage construction shall be in accordance with the
local regulatory agency.
6.Contractor shall review soil reports and borings prior to bidding the project and commencing construction.
7.The contractor shall use each plan in conjunction with the entire set of drawings and job specifications. Do not
remove or demolish anything without verifying and coordination with all electrical, plumbing, mechanical, general
trades, and utility companies as they effect the overall project.
8.Refer to architectural drawings for building dimensions.
GENERAL DEMOLITION NOTES & SPECIFICATIONS:
1.The contractor is responsible for all permits required to carry out the work as shown on the Demolition Plan.
2.The contractor is responsible to verify existing utilities prior to demolition and excavation.
3.The contractor is responsible to comply with all local, state and federal regulations in the removal/demolition of
hazardous materials.
4.Contractor is responsible for all registrations, permits and fees required to remove and properly dispose of all
demolition materials.
5.Demolition contractor is responsible for obtaining approvals and notifications to all local, state and federal
authorities.
6.The contractor shall be responsible for the disconnection of the utility services to the existing structures prior to
demolition of any buildings. The contractor shall coordinate with respective utility companies prior to the removal
and/or relocation of utilities.
7.The contractor shall coordinate with the utility company concerning portions of work which may be performed by
the utility company's forces and any fees which are to be paid to the utility company for their services. The
contractor is not responsible for paying all fees and charges.
8.The contractor is responsible for the demolition and removal of all structures, pads, walls, flumes, foundations,
parking, drives, drainage structures, utilities, etc., such that the improvements shown on the remaining plans can
be constructed. All facilities to be removed shall be undercut to suitable material and brought to grade with
suitable, compact fill material per the specifications. The contractor is responsible for all permits involved and is
responsible for removing and dumping the debris in an approved, lawful manner.
9.All existing utilities are to be removed, terminated and capped at the right-of-way. All existing meters, valves, etc.
are to be removed unless otherwise noted on the plans.
10.All existing service lines for telephone, electric, sewer, and cable television services are to be removed to existing
trunk lines unless otherwise noted on the plans.
11.Contractor is responsible for all costs involved in the removal or relocation of any utility.The contractor is
responsible for coordination with applicable utility companies.
12.The contractor shall maintain all utility services to the existing adjacent businesses at all times. The contractor
shall coordinate with the tenant and utility company for the relocation and/or removal of utilities if necessary.
Services shall not be interrupted without approval from the tenant.
13.The site may be occupied by existing structures, storm lines, pavement, power poles and utilities. It is the
contractor's responsibility to contact all utility companies that may have utilities on the site to get a determination
if any utilities existing will be impacted. The contractor is responsible for determining if the utilities should be
abandoned or removed.
14.All areas where pavement, structure slabs, foundations, utilities, conduits, and/or utility structures have been
removed shall be backfilled with select backfill material. All select backfill material shall be placed and compacted
per the requirements of specifications and the owners geotechnical engineer.
15.All existing fences, signs, power poles, and light poles located on-site shall be demolished and removed unless
otherwise noted.
16.Existing cast in place septic tanks (if found on-site) shall be pumped by a licensed contractor. The septic tank
shall then be removed and the area backfilled per the project specifications unless otherwise noted. All work shall
be in accordance with health department requirements.
17.Contractor is responsible for walking site and determining extents of demolition work prior to bid date.
18.Existing manhole tops, valve boxes, etc. to remain are to be adjusted as required to match proposed grades. If
necessary, re-adjustments shall be performed upon completion of paving and fine grading to ensure a smooth
transition.
19.Prior to any work on-site, the contractor shall contact the one call system. The contractor is responsible for all
utility removals whether located by the one call system or not.
20.Contractor shall coordinate removal of existing electrical services on-site with the power company. Power
company is responsible for the disconnection and removal of existing services unless otherwise noted.
21.Limits of pavement shown to be removed are approximate and for reference only. Contractor shall field verify the
limits of pavement to determine the extent of the existing pavement to be removed.
22.If not shown on the demolition drawings, the contractor shall remove all existing materials as necessary to
complete all new work as required by other portions of the contract documents.
23.Salvage rights for all demolished materials shall be first given to the owner. Any materials not retained by the
owner shall be removed from the site and disposed of by the contractor at the contractor's expense.
24.Refer to survey for limits and boundary of property.
SITE PLAN NOTES:
1.Boundary and topographic survey was prepared by Site Design Inc dated 08/22/2022.
2.Contractor shall refer to plans by architect for exact locations and dimensions of vestibule, towers, slope paving,
columns, door locations, sidewalks, exit porches, ramps, precise building dimensions, and exact building utility
entrance locations.
3.Contractor shall refer to plans by others for entry locations of all water, sewer service, electrical, and telephone
service. Contractor shall coordinate installation of utilities in such a manner as to avoid conflicts and assure proper
depths are achieved as well as coordinating with the regulatory agency as to the location and tie-in locations and/or
connections to their facilities.
4.Contractor shall be responsible for all relocations, including but not limited to, all utilities, storm drainage, signs, traffic
signals and poles, etc. as required for all site improvements. All work shall be in accordance with governing authorities
specifications and shall be approved by such.
5.Existing utility lines shown are approximate locations only. The contractor shall field verify all existing utility line
locations prior to any construction. Any deviations from the design locations shall be reported to the owner or engineer
prior to construction.
6.See Cover Sheet for list of utility companies and contact persons.
7.All necessary permits and approvals from agencies governing the construction of this work shall be secured prior to
beginning construction.
8.The contractor is responsible for the protection of all areas indicated to remain undisturbed or to remain as buffers, all
property corners, and coordination of a registered land surveyor to replace all pins eliminated or damaged during
construction.
9.Existing structures within construction limits are to be abandoned, removed, or relocated per plans. All cost shall be
included in base bid.
10.Contractor is responsible for repairs or damage to any existing improvements during construction, such as but not
limited to, drainage, utilities, pavement, striping, curb, etc, and all repairs shall be equal to or better than existing
conditions.
11.The contractor shall coordinate the installation of all underground utilities with his work. All underground utilities (water,
sanitary sewer, storm sewer, electrical conduit, irrigation systems, and any other miscellaneous utilities) shall be in
place prior to the placement of base course material, and the placement of any appropriate soil stabilization technique.
12.Contractor shall provide bollards for protection of all above ground utilities and appurtenances adjacent to drive areas.
13.Contractor shall match existing pavement in grade and alignment.
14.Construction shall comply with all governing codes and improvements shall be constructed to the same.
15.All work shall be done in accordance with the plans and specifications.
16.All work and material shall comply with all regulatory agency's regulations and codes and O.S.H.A. standards.
DIMENSION NOTES:
1.All dimensions shown to building are to face of structural CMU.
2.All curb dimensions are to the face of gutter of curb unless otherwise noted.
GRADING PLAN NOTES:
1.Topographic information was taken from a topographic survey by Site Design Inc. dated 08/22/2022. If contractor
does not accept the existing topography as shown on the plans, without exception, he shall have made, at his
expense, a topographic survey by a registered land surveyor and submit it to the owner for review.
2.Existing contours interval is shown at one foot (1').
3.The contractor is specifically cautioned that the location and/or elevation of existing utilities (above and below
ground) as shown on the these plans is based on record on either the various utility companies, visual
observations at the site, existing surveys and/or where possible, measurements taken in the field. RaceTrac
Petroleum does not guarantee that existing utility locations area exact and the information is not to be relied on
as being exact or complete. It shall be the responsibility of the contractor to determine the exact locations of
existing utilities (above and below ground) before beginning any construction. The contractor must call the
appropriate utility company at least forty-eight hours (48 hrs) before any excavation to request exact field location
of utilities. It shall be the responsibility of the contractor to relocate all existing utilities which conflict with the
proposed improvements shown on the plans.
4.It shall be the responsibility of the contractor to notify owner and/or engineer of any utility conflicts with the
proposed improvements shown on the plans.
5.All cut or fill slopes shall be 2:1 or flatter unless otherwise noted.
6.Contractor shall verify horizontal and vertical location of all existing storm sewer structures, pipes, and all utilities
prior to construction.
7.Clearing and grubbing limits shall include all areas disturbed by grading operations. Contractor is responsible for
the protection of all undisturbed areas, all property corners, and coordination of a registered land surveyor to
replace all pins eliminated or damaged during construction.
8.Existing drainage structures to remain are to be inspected and repaired as needed, and existing pipes to be
cleaned out to remove all silts and debris.
9.If any existing structures to remain are damaged during construction, it shall be the contractors responsibility to
repair and/or replace the existing structure as necessary to return it to existing conditions or better.
10.Contractor is responsible for repairs of damage to any existing improvements during construction, such as, but
not limited to, drainage, utilities, pavement, striping, curbs, etc. and all repairs shall be equal to or better than
existing conditions.
11.All unsurfaced areas in disturbed by grading operations shall receive four inches (4") of topsoil, seed,
mulch,water, etc. Contractor shall grass disturbed areas in accordance with the landscape plan and City/County
specifications until healthy stand of grass is obtained.
12.Proposed spot elevations represent finished pavement or ground surface grade unless otherwise noted on
drawings.
13.Contractor shall trim, tack, and match existing pavement at locations where new pavement meets existing
pavement.
14.All grading operations shall be staked by a registered civil engineer or licensed land surveyor approved by the
owner.
15.Reference structural specifications and geotechnical report for building pad preparation and compaction.
16.Contractor to review boring logs provided by RaceTrac.
17.All storm pipe entering structures shall be grouted to assure connection at structure is watertight.
18.All storm sewer manholes in paved areas shall be flush with pavement, and shall have traffic bearing ring and
covers.
19.Existing manhole tops, valve boxes, etc. to remain are to be adjusted as required to match proposed grades. If
necessary, re-adjustments shall be performed upon completion of paving and fine grading to ensure a smooth
transition.
20.The contractor shall adhere to all terms and conditions as outlined in the General N.P.D.E.S. Permit for storm
water discharge associated with construction activities.
21.Contractor shall assure positive drainage away from building and for all natural and paved areas.
22.All retaining walls to be protected during backfill by contractor. This includes but is not limited to, providing and
installing proper bracing during backfill being places adjacent to retaining walls.
PAVING & STRIPING NOTES:
1.Standard duty pavement areas shall be Portland cement concrete. Details of the standard duty concrete pavement are
provided on detail sheets.
2.Area over tanks, dumpster pad, and the approach in front of the dumpster to be eight inches (8") thick 4000 PSI w/ fiber
mesh and number five (#5) rebar placed eighteen inches (18") on center each way.
3.Notify owner 3 days prior to pour of initial section of driveway paving. Racetrac representative to approve initial pour.
4.Testing of materials required for the construction of the paving improvements shall be performed by an agency, approved
by the owner, for testing materials. It shall be the contractor's responsibility to ensure, by the standard testing procedures,
that the work constructed meets the requirements of the project specifications.
5.All signs, pavement markings, and other traffic control devices shall conform to the "manual on uniform traffic control
devices" latest edition.
6.Traffic control shall be in accordance with the state dot standard specifications for roads and bridges. The contractor shall
review all traffic control devices with dot prior to installation.
7.Contractor shall furnish and install all pavement markings for parking stalls, handicapped parking symbols, and
miscellaneous striping within parking lot and around building.
8.See Irrigation Plans and MEP Plans prior to paving for location of proposed sleeving and conduits. Extra conduit shall be
placed under driveways for future use.
9.All handicap ramping, striping, and pavement markings shall conform to the Americans with disabilities act of 1990.
10.Contractor to submit a pouring plan to the construction manager prior to the beginning of any paving work.
11.Contractor shall install slab construction joints at the end of a days pour. Slab contraction and slab construction joints are to
be installed in accordance with the concrete specifications as shown on the RaceTrac Standard Details, sheets SD3 and
SD4.
12.Paving contractor to coordinate with building contractor on the construction and paving near the screening walls and the
dumpster pads.
13.All discrepancies found by contractor related to underground utilities or other appurtenances shall be resolved to the
satisfaction of owner and engineer prior to placement of any paving. Contractor to ensure positive drainage from the
proposed buildings and no ponding in subgrade of areas to be paved, and notify owner and engineer if any discrepancies
are found prior to installation of any paving.
14.Existing manhole tops, valve boxes, etc. to remain are to be adjusted as required to match proposed grades. If necessary,
re-adjustments shall be performed upon completion of paving and fine grading to ensure a smooth transition.
15.All joints shall extend through the curb.
16.Compaction shall be done in accordance with the recommendations of the geotechnical report.
17.All pavement to be sloped for positive drainage.
UTILITY NOTES:
1.The contractor is specifically cautioned that the location and/or elevation of existing utilities (above and below ground)
as shown on the these plans is based on record on either the various utility companies, visual observations at the site,
existing surveys and/or where possible, measurements taken in the field. Racetrac Petroluem does not guarantee that
existing utility locations area exact and the information is not to be relied on as being exact or complete. It shall be the
responsibility of the contractor to determine the exact locations of existing utilities (above and below ground) before
beginning any construction. The contractor must call the appropriate utility complany at least forty-eight hours (48 hrs)
before any excavation to request exact field location of utilities. It shall be the responsibility of the contractor to relocate
all existing utilities which conflict with the proposed improvements shown on the plans.
2.Contractor shall verify horizontal and vertical location of all existing storm sewer structures, pipes, and all utilities prior to
construction. Existing utility lines shown are approximate locations only. The contractor shall field verify all existing utility
line locations prior to any construction. Any deviations from the design locations shall be reported to the owner and
engineer of record prior to construction.
3.Contractor to remove or relocate when applicable, all existing buildings, foundations, easements, and connecting
improvements, drain pipes, sanitary sewer pipe, power poles and guy wires, water meters and water lines, wells,
sidewalks, sign poles, underground gas, septic tanks, and asphalt, shown and not shown, within construction limits and
where needed, to allow for fill material, unless otherwise denoted, to be removed as unclassified excavation.
4.Contractor is responsible for repairs of damage to any existing improvements during construction, such as, but not
limited to, utilities, pavement, striping, curbs, etc. Repairs shall be equal to or better than existing conditions.
5.Contractor shall refer to architects plans and specifications for actual location of all utility entrances to include sanitary
sewer laterals, domestic and fire protection water service, electrical, and telephone. Contractor shall coordinate
installation of utilities in such a manner as to avoid conflicts and assure proper depths are achieved as well as
coordinating with city utility requirements as to locations and scheduling for tie-ins/connections prior to connecting
existing facilities.
6.Contractor shall coordinate with architectural plans, power company, & telephone company for actual routing of power
and telephone service to building.
7.See detail sheets for backfilling and compaction requirements on utility trenches.
8.Contractor shall comply to the fullest extent with the latest standard of OSHA directives or any other agency having
jurisdiction for excavation and trenching procedures. The contractor shall use support systems, sloping, benching, and
other means of protection. This to include but not limited to, access and egress from all excavation and trenching. The
contractor is responsible for complying with the performance criteria for OSHA.
9.Contractor shall coordinate with other utilities to assure proper depth and prevent any conflict of utilities.
10.The minimum horizontal separation between the closest two points of the water and sewer line is ten (10) feet, or
minimum vertical separation between the closest two points of the water and sewer line is eighteen (18) inches.
11.Contractor shall grout around all pipe entrances to sanitary sewer manholes with non-shrinking grout to assure
connection is water tight.
12.Contractor shall on all utilities, coordinate inspection with the appropriate authorities prior to covering trenches at
installation.
13.The contractor shall conduct all required tests to the satisfaction of the respective utility companies and owners
inspecting authorities.
14.Site contractor to coordinate proposed reconnection of all utilities with Architectural Plans as well as utility companies
and building contractor. The general contractor is responsible for any and all expenses that result from delayed or failed
test during any phase of the construction process. This includes fees incurred through rescheduling of any Racetrac
vendors or equipment to accommodate.
15.All water and sanitary sewer crossings to be perpendicular with a full stick of ductile iron pipe in the sewer lines at the
crossing.
16.Contractor to coordinate with signage contractor and architect for exact location of signage, required electrical conduits,
foundations, etc.
17.See cover sheet for list of utility companies and contact persons.
18.Contractor shall provide bollards for protection of all above ground utilities and appurtenances adjacent to drive areas.
ENCROACHMENT NOTES
1.Prior to construction all erosion control features shall be installed per the SWPPP.
2.Contractor shall follow all NCDOT approved traffic control standards during construction.
3.Emergency services (e911) shall be notified prior to road closures and/or rerouting.
4.Where sidewalks intersect roads, handicapped ramps shall be installed per NCDOT specifications
5.New sidewalk to be installed in accordance with NCDOT specifications.
6.Existing pavements to be removed by method of saw cutting per NCDOT guidelines. If existing pavement type is
sidewalk, damaged section will be removed and replaced. If existing pavement is asphalt, the contractor will mill 2" depth
for a width of 6.5' for the length of the damage for a patch.
EROSION CONTROL NOTES:
1.The contractor shall construct the silt fencing as shown on the Erosion Control Plan at the perimeter of the
disturbed area prior to land clearing activities.
2.Land disturbing activities shall be kept to a minimum and will not extend beyond the limits shown.
3.Prior to construction, the erosion and sediment control measures shown on the Erosion Control Plan shall be in
place. Clearing and grubbing operations will be engaged in only as necessary to allow the placement of erosion
and sediment control measures as shown until all such measures are in place.
4.Contractor shall install temporary construction entrance prior to any earthwork operations.
5.Contractor shall maintain silt fences for the duration of the project until accepted by the owner at no expense to
owner.
6.Contractor shall maintain erosion control facilities during the entire construction period. Facilities are not to be
removed until completion of the project and the site is stabilized.
7.Silt fences shall be cleaned or replaced when trapped sediment reaches 50 percent of the above ground fence
height or a lower height based on manufacturer's specifications.
8.Sediment and erosion control measures will be inspected on a daily basis and repaired, adjusted and maintained
as needed or required by governing agencies at no addition expense to the owner to provide erosion and
sediment control for the duration of construction and until all disturbed areas are stabilized.
9.Contractor shall inspect on a daily basis for needed removal of any accumulated silts, debris, or repair of
damaged silt fence at no additional expense to owner.
10.All erosion control measures except the required rip rap are temporary devices. These temporary devices shall
be removed prior to completion of construction once stabilization of all grassed areas are complete.
11.Additional devices may be required as deemed necessary by governing authorities.
12.All graded areas shall be stabilized with a permanent fast growing cover and/or mulch upon completion of grading
operations. Completion of grading operations does not mean at the end of the project. As soon as final grades
are established in an unpaved area, the contractor shall stabilize with a temporary grass or permanent sod. If a
temporary grass is applied, it will be the contractor's responsibility to apply a permanent seed or sod at the proper
time of year.
13.Fill slopes should be planted as soon as an area of the site is brought to final grade. Surface runoff shall be
intercepted at the top of temporary and permanent slopes during construction so that water is not allowed to flow
over the slope face.
14.The general contractor and the grading contractor shall review there proposed grading sequence to insure that
the least amount of land possible at any one time is disturbed with out permanent stabilization.
15.Contractor shall be responsible to ensure compliance with the N.P.D.E.S. Stormwater requirements. This
includes, but is not limited to, inspection requirements.
16.Contractor is responsible for repairs or damage to any existing improvements during construction, such as, but
not limited to, drainage, utilities, pavement, striping, curb, etc., and all repairs shall be equal to or better than
existing conditions.
17.Ground cover to be provided on all disturbed areas within 7 or 14 days of activity halting in an area per Part II.E.1
of the NCG010000 General Permit.
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CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
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GENERAL DEMOLITION SPECIFICATIONS:
1.CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS
FAR AS PRACTICAL..
2.MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE
DURING DEMOLITION OPERATIONS.
3.DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES,
ACIDS, FLAMMABLES OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION
OPERATIONS ACCORDING TO APPLICABLE CODES OR REGULATIONS.
4.EMPLOY A CERTIFIED, LICENSED EXTERMINATOR TO TREAT BUILDING AND TO CONTROL RODENTS AND
VERMIN BEFORE AND DURING DEMOLITION OPERATIONS.
5.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES
WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE
ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.
PROVIDEALTERNATE ROUTES AND SIGNAGE FOR SIDEWALKS ON CHARLESTON HWY, DURING THE
DEMOLITION AND RECONSRUCTION OF THE SIDEWALK.
6.DO NOT CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS, SUCH AS ICE, FLOODING, AND POLLUTION,
WHEN USING WATER. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON
ADJACENT SURFACES AND AREAS.
7.REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL
CONVEY DEBRIS TO GRADE LEVEL.
8.PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE
ON-SITE.
9.DO NOT BURN DEMOLISHED MATERIALS.
GENERAL DEMOLITION NOTES:
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING
STRUCTURES PRIOR TO DEMOLITION OF THE BUILDINGS. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE
UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES.
2.THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE
PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAYED TO THE UTILITY COMPANY FOR
THEIR SERVICES.
3.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL STRUCTURES, PADS, WALLS, FLUMES,
FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON
THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE
MATERIAL AND BROUGHT TO GRADE WITH SUITABLE, COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS INVOLVED AND IS RESPONSIBLE FOR REMOVING AND DUMPING THE
DEBRIS IN AN APPROVED, LAWFUL MANNER.
4.ALL EXISTING UTILITIES ARE TO BE REMOVED, TERMINATED AND CAPPED AT THE RIGHT-OF-WAY. ALL EXISTING METERS,
VALVES, ETC. ARE TO BE REMOVED UNLESS OTHERWISE NOTED ON THE PLANS.
5.ALL EXISTING SERVICE LINES FOR TELEPHONE, ELECTRIC, SEWER, AND CABLE T.V. SERVICES ARE TO BE REMOVED TO
EXISTING TRUNK LINES UNLESS OTHERWISE NOTED ON THE PLANS.
6.ALL AREAS WHERE PAVEMENT, STRUCTURE SLABS, FOUNDATIONS, UTILITIES, CONDUITS, AND/OR UTILITY STRUCTURES
HAVE BEEN REMOVED SHALL BE BACKFILLED WITH SELECT BACKFILL MATERIAL. ALL SELECT BACKFILL MATERIAL SHALL BE
PLACED AND COMPACTED PER THE REQUIREMENTS OF SPECIFICATIONS AND THE OWNERS GEOTECHNICAL ENGINEER.
7.ALL EXISTING FENCES, SIGNS, POWER POLES, AND LIGHT POLES LOCATED ON-SITE SHALL BE DEMOLISHED AND REMOVED
UNLESS OTHERWISE NOTED.
8.EXISTING CAST IN PLACE SEPTIC TANKS (IF FOUND ON-SITE) SHALL BE PUMPED BY A LICENSED CONTRACTOR. THE SEPTIC
TANK SHALL THEN BE REMOVED AND THE AREA BACKFILLED PER THE PROJECT SPECIFICATIONS UNLESS OTHERWISE
NOTED. ALL WORK SHALL BE IN ACCORDANCE WITH HEALTH DEPARTMENT REQUIREMENTS.
9.CONTRACTOR IS RESPONSIBLE FOR WALKING SITE AND DETERMINING EXTENTS OF DEMOLITION WORK PRIOR TO BID
DATE.
10.PRIOR TO ANY WORK ONSITE, THE CONTRACTOR SHALL CONTACT THE ONE CALL SYSTEM. THE CONTRACTOR IS
RESPONSIBLE FOR ALL UTILITY REMOVALS WHETHER LOCATED BY THE ONE CALL SYSTEM OR NOT.
11.CONTRACTOR SHALL COORDINATE REMOVAL OF EXISTING ELECTRICAL SERVICES ON SITE WITH THE POWER COMPANY.
POWER COMPANY IS RESPONSIBLE FOR THE DISCONNECTION AND REMOVAL OF EXISTING SERVICES UNLESS OTHERWISE
NOTED.
12.LIMITS OF PAVEMENT SHOWN TO BE REMOVED ARE APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD
VERIFY THE LIMITS OF PAVEMENT TO DETERMINE THE EXTENT OF THE EXISTING PAVEMENT TO BE REMOVED.
13.IF NOT SHOWN ON THE DEMOLITION DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL EXISTING MATERIALS AS
NECESSARY TO COMPLETE ALL NEW WORK AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.
14.SALVAGE RIGHTS FOR ALL DEMOLISHED MATERIALS SHALL BE FIRST GIVEN TO THE OWNER. ANY MATERIALS NOT
RETAINED BY THE OWNER SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AT THE
CONTRACTORS EXPENSE.
15.THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS IN THE
REMOVAL/DEMOLITON OF HAZARDOUS MATERIALS.
16.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING UTILITIES PRIOR TO DEMOLITION & EXCAVATION.
17.CONTRACTOR IS RESPONSIBLE FOR ALL REGISTRATIONS, PERMITS AND FEES REQUIRED TO REMOVE & PROPERLY
DISPOSE OF ALL DEMOLITION MATERIALS.
18.DEMO CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS AND NOTIFICATIONS TO ALL LOCAL, STATE AND
FEDERAL AUTHORITIES.
19.REFER TO SURVEY FOR LIMITS AND BOUNDARY OF PROPERTY .SAWCUT EXISTING EOP TO
PROVIDE A SMOOTH
CONNECTION FOR NEW DRIVE
SUBJECT PROPERTY
(DEMOLITION SHOWN ± 0.50 ACRES)
(LIMITS OF DISTURBANCE 5.0 ACRES)
EX. 16" WATER
MAIN (TO REMAIN)
LEGEND
LIMITS OF DISTURBANCE
AREA OF DEMOLITION,
CLEARING & GRUBBING
PAVEMENT , SIDEWALK, AND CURBING
TO BE REMOVED
LIMITS OF BUILDING DEMOLITION
AREA
217,750 SF ±
4.5 ACRES ±
± 4,940 S.F.
BUILDING
DEMOLITION
REMOVE ± 200 L.F.
CURB & GUTTER
± 5,712 S.F.
BUILDING
DEMOLITION
EX. POWER POLE
TO REMAIN
SAWCUT EXISTING EOP TO
PROVIDE A SMOOTH
CONNECTION FOR NEW DRIVE
EX. DRAINAGE
TO BE REMOVED
EDGE OF
DELINEATED
WETLANDS
REMOVE ± 40 L.F.
CURB & GUTTER
REMOVE EXISTING
PROPANE TANK
GRAVEL PARKING TO
WASTED ON-SITE OR
BURIED WHERE PRACTICAL
DEMO EXISTING
LIGHT POLE
DEMO EXISTING
LIGHT POLE
DEMO EXISTING
LIGHT POLE AND
OVERHEAD SERVICE
EX. POWER POLE
TO REMAIN
END REMOVAL OF
FENCE ALONG
PROPERTY BOUNDARY
BEGIN REMOVAL OF
FENCE ALONG
PROPERTY BOUNDARY
REMOVE ± 280 L.F. OF
CHAIN LINK FENCE
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Know what's below.
Call before you dig.
ER
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FILTER BARRIER
N.T.S.
FRONT
WOOD STAKE,
SEE DETAIL 3/15
PLAN VIEW
STORM SEWER
DROP INLET
STORM SEWER
DROP INLET
SEE DETAIL 2/15
SEE DETAIL 2/15
SURFA
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DIREC
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FLOW
CURLEX SEDIMENT LOGS ®
WOOD STAKE
16" MINIMUM
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CURLEX® MATERIAL
SOIL
SURFACE
FLOW
CURLEX SEDIMENT LOGS ®
WOOD STAKE
16" MINIMUM
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CURLEX® MATERIAL
DETAIL 1
STAKE SEDIMENT LOG DETAIL
N.T.S.
STAKE DETAIL
N.T.S.
DETAIL 2
CURLEX SEDIMENT LOGS ®
DROP INLET PROTECTION
N.T.S.
CURLEX SEDIMENT LOG ®
CURLEX SEDIMENT LOG ®
SITE DRAINS TO WETLANDS THAT EMPTY INTO THE NORTH
CAPE FEAR RIVER WATER BODY WHICH HAS
CLASSIFICATION OF SC;SW. STREAM INDEX 18-74-(61)
3:1
2'
TEMPORARY BERM (TYP.)
N.T.S
MAINTENANCE STATEMENT
EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN
DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE
SEDIMENT SOURCE.
LIMITS OF
DISTURBANCE:
5.0 ACRES
ANY EXCESS SOIL HAULED
OFF-SITE MUST BE TO AN
APPROVED PERMITTED
SITE.
DIVERSIONS TO BE
SEEDED IMMEDIATELY
AFTER INSTALLATION
CONTRACTOR SHALL CLEAR
AND GRUB ONLY IN AREAS
REQUIRED FOR INSTALLATION
OF EROSION CONTROL
MEASURES BEFORE ANY OTHER
SITE DISTURBANCE
24-HOUR CONTACT
TOMMY PEASE
TPEASE@RACETRAC.COM
(770) 595-0309
LEGEND
TYPE B INLET PROTECTION
- SEE SHEET C2.2 FOR DETAIL
STAKED SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY CONSTRUCTION
ENTRANCE AND WHEEL WASH
(SEE DETAIL ON SHEET C2.3)
TYPE 'B' INLET
PROTECTION
3:1 MAX
SLOPE
TEMPORARY DIVERSION BERM
CONSTRUCTED TO DIVERT
FLOW TO BACK OF POND
BEGIN DOUBLE
ROW SILT FENCE
STABILIZE ALL SIDES OF
POND UPON COMPLETION
W/ PERMANENT SEED MIX
AND EROSION CONTROL
BLANKET
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
APPROXIMATE LOCATION OF PORT-A-JOHN,
CONCRETE WASHOUT, AND TRASH
CONTAINER - CONTRACTOR TO MARK IN RED
ON PLANS IF RELOCATED
INSTALL ± 250 L.F.
DOUBLE ROW SILT FENCE
END DOUBLE
ROW SILT FENCE
- BEGIN SINGLE
ROW SILT FENCE
INSTALL ± 1,050 L.F.
SINGLE ROW SILT FENCE
END SINGLE
ROW SILT FENCE
- BEGIN DOUBLE
ROW SILT FENCE
INSTALL ± 500 L.F.
DOUBLE ROW SILT FENCE
STORM DRAIN FOR
DIESEL ISLANDS TO
BE STUBBED OUT AS
PART OF GRADING
CONSTRUCT STORM
DRAINS AS NECESSARY AS
PART OF THE INITIAL
GRADING - BUT CONTINUE
TO DIRECT WATER TO THE
BASIN AS PRACTICAL
END DOUBLE
ROW SILT FENCE
T T TT
(5)(6)(7)(8)
(7)
(8)
(6)
(5)
(5)
(3)(4)
(6)
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(4)
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(8)
(9)
(10)
(10)
(9)
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20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
P
C2.1
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
RW
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1" = 30'
PROJECT STABILIZATION
AREA TO BE STABILIZED
AREAS DISTURBED OUTSIDE THE LIMIT OF CAPTURE
FOR THE SEDIMENT POND DURING CONSTRUCTION
SHALL BE STABILIZED DURING CONSTRUCTION
ACTIVITIES.
(SEE LANDSCAPE PLANS FOR POST CONSTRUCTION
STABILIZATION)
LEGEND
TYPE 'B' INLET PROTECTION DURING GRADING
- CONVERT TO TYPE 'F' ONCE CURBING IS
INSTALLED (SEE SHEET C2.2 AND C2.3)
STAKED SILT FENCE
R
Know what's below.
Call before you dig.
TEMPORARY CONSTRUCTION ENTRANCE
PLACE STONE FOR
STABILIZATION ONCE
BUILDING PAD
REACHES SUBGRADE
STOCKPILE FOR UST
EXCAVATION
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
MAINTENANCE STATEMENT
EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN
DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE
SEDIMENT SOURCE.
TOTAL SITE
DISTURBANCE:
5.0 ACRES
ANY EXCESS SOIL HAULED
OFF-SITE MUST BE TO AN
APPROVED PERMITTED
SITE.
DIVERSIONS TO BE
SEEDED IMMEDIATELY
AFTER INSTALLATION
CONTRACTOR SHALL CLEAR
AND GRUB ONLY IN AREAS
REQUIRED FOR INSTALLATION
OF EROSION CONTROL
MEASURES BEFORE ANY OTHER
SITE DISTURBANCE
24-HOUR CONTACT
TOMMY PEASE
TPEASE@RACETRAC.COM
(770) 595-0309
TEMPORARY CONSTRUCTION
ENTRANCE AND WHEEL WASH
(SEE DETAIL ON SHEET C2.3)
APPROXIMATE LOCATION OF PORT-A-JOHN,
CONCRETE WASHOUT, AND TRASH
CONTAINER - CONTRACTOR TO MARK IN RED
ON PLANS IF RELOCATED
ADD SECOND CONSTRUCTION
ENTRANCE ON N. TERMINAL
ROAD AS NECESSARY
FILTER BARRIER
N.T.S.
FRONT
WOOD STAKE,
SEE DETAIL 3/15
PLAN VIEW
STORM SEWER
DROP INLET
STORM SEWER
DROP INLET
SEE DETAIL 2/15
SEE DETAIL 2/15
SURFA
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CURLEX SEDIMENT LOGS ®
WOOD STAKE
16" MINIMUM
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CURLEX® MATERIAL
SOIL
SURFACE
FLOW
CURLEX SEDIMENT LOGS ®
WOOD STAKE
16" MINIMUM
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CURLEX® MATERIAL
DETAIL 1
STAKE SEDIMENT LOG DETAIL
N.T.S.
STAKE DETAIL
N.T.S.
DETAIL 2
CURLEX SEDIMENT LOGS ®
DROP INLET PROTECTION
N.T.S.
CURLEX SEDIMENT LOG ®
CURLEX SEDIMENT LOG ®
C2.2
SW
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
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1
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C
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VERSIONSHEET NO.
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7
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(8)
(5
)
(3)
(4)
(6
)
(7
)
(8
)
(5
)
(5
)
(4)
(6
)
(5
)
(3
)
(4
)
(6
)
(3
)
(8)
(
8
)
(
9
)
(1
0
)
(10
)
(9)
(8)
(9)
(10)
(10)
(9)
(7
)
(6
)
(6
)
(5
)
(4
)
(3
)
(7
)
(6
)
(5
)
(4
)
(3
)
(3)
(8)
(7
)
(9
)
(8
)
(1
0
)
(1
0
)
(7
)
(7
)
C2.3
SW
P
P
P
N
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&
D
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
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DATE
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SP
A
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9
3
0
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)
2
8
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V
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-
L
A
N
D
S
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LIC
E
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S
E
#
C
-
1
3
1
7
EL.= 7' - TOP OF POND
SEDIMENT BASIN CONFIGURATION
NO SCALE
EL.= 6' - TOP OF RISER
CLEANOUT STAKE - EL.: 4.5'
(7,380 CUFT STORAGE)
PLAN VIEW
OUTSIDE WIDTH OF RISER + 1/2"
2'
6"
PROFILE
TRASH RACK FOR OUTLET STRUCTURES
NOT TO SCALE
NOTE: ALL TRASH RACK BARS SHALL BE WELDED TOGETHER
AS REQUIRED. SEE ABOVE FOR REBAR SIZE. COAT REBAR W/
RUSTOLEUM COLD GALVANIZING PAINT OR APPOVED EQUAL.
TOP OF RISER
TWELVE
#4 REBAR
"SPOKES"
#3 REBAR
HOOPS
TOP OF
POND - 7'
COIR FIBER
BAFFLES (TYP.)
3" SKIMMER
(TYP.)
3:1 SLOPE
32L.F. 15" CPP
@ 0.5%
48" DIA. CMP RISER W/
ANTIFLOATION BASE
TEMPORARY SEDIMENT BASIN FOR PHASE 1:
BASIN TO REMAIN IN PLACE
UNTIL MAJORITY OF SITE IS
STABILIZED WITH STONE AND
OUTSIDE SLOPES ARE SEEDED
3" M.F. SKIMMER W/ 2" ORIFICE
NO
A
U
T
O
E
N
T
R
Y
NO
A
U
T
O
E
N
T
R
Y
NO
T
R
U
C
K
P
A
R
K
I
N
G
NO
T
R
U
C
K
P
A
R
K
I
N
G
NO
T
R
U
C
K
P
A
R
K
I
N
G
NO
T
R
U
C
K
P
A
R
K
I
N
G
T T TT
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
C3
SI
T
E
P
L
A
N
5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
RW
1
5
8
2
-
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VERSIONSHEET NO.
TH
E
S
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P
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B
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PR
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.
SCALE
DRAWN-BY
DRAWING NAME:
DATE
RA
C
E
T
R
A
C
P
E
T
R
O
L
E
U
M
,
I
N
C
.
20
0
G
A
L
L
E
R
I
A
P
A
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W
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S
U
I
T
E
9
0
0
A
T
L
A
N
T
A
,
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A
3
0
3
3
9
(7
7
0
)
4
3
1
-
7
6
0
0
21
0
2
U
.
S
.
H
W
Y
.
4
2
1
WI
L
M
I
N
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T
O
N
,
N
C
2
8
4
0
1
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
10
7
4
A
S
H
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V
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E
H
I
G
H
W
A
Y
SP
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
3
PH
:
(
8
6
4
)
2
8
5
-
0
6
1
8
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s
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I
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L
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T
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E
#
C
-
1
3
1
7
0 30 6015
1" = 30'
LEGEND
PROPOSED
CONCRETE SIDEWALK
PROPOSED BOLLARD
CURB BACKING (DETAIL 4, SHEET SD1)
PROPOSED AREA LIGHT POLES
(DETAIL 6, SHEET SD2) (SEE MEP PLANS
FOR CONDUIT INFORMATION)
SITE DESIGN STANDARDS
BUILDING SETBACK
FRONT (WEST)
SIDE, STREET (SOUTH)
SIDE, INTERIOR (NORTH)
REAR (EAST)
REQUIRED PROVIDED
50'50.0'
50'167.4'
0'113.0'
0'139.4'
LAND USE SUMMARY (ON SITE)
CATEGORY
BUILDING
PAVEMENT / SIDEWALK
PERVIOUS
TOTAL
AREA PERCENTAGE
0.08 AC.1.7 %
2.51 AC.52.3 %
2.212 AC.46.1 %
20.43 AC.100 %
SITE PLAN NOTES:
1.ALL WORK AND MATERIALS SHALL COMPLY WITH NEW HANOVER COUNTY AND/OR
NCDOT REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF TOWERS, SLOPE PAVING, COLUMNS, DOOR LOCATIONS, AND UTILITY
ENTRANCES.
3.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,
REMOVED, OR RELOCATED PER PLANS. ALL COST SHALL BE INCLUDED IN BASE BID.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS INCLUDING BUT NOT
LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES,
ETC. AS REQUIRED PER PLANS.
5.ALL CURB DIMENSIONS ARE TO THE FACE OF GUTTER OF CURB UNLESS OTHERWISE
NOTED.
6.ALL BUILDING DIMENSIONS ARE TO THE FACE OF STRUCTURAL CMU.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL AREAS INDICATED
TO REMAIN UNDISTURBED OR TO REMAIN AS BUFFERS, ALL PROPERTY CORNERS,
AND REPLACING ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION.
8.CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT.
9.SIGNS TO BE DESIGNED AND PERMITTED AS PART OF SEPARATE REVIEW.
R
Know what's below.
Call before you dig.
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
PARKING SPOT COUNTS
SIGN SETBACK REQUIRED PROVIDED
FRONT (WEST)
SIDE, STREET (SOUTH)
N/A 5'
N/A 5'
PARKING SUMMARY
CATEGORY
STANDARD PARKING SPACES
HANDICAP ACCESSIBLE SPACES
TOTAL
COUNT
18
2
20
50
'
F
R
O
N
T
S
E
T
B
A
C
K
24" WHITE
STOP BAR
24" WHITE
STOP BAR
5' CONC.
SIDEWALK
(TYP.)
HANDICAP SIGNS
(SEE DETAIL 11B,
SHEET SD4)
BOLLARD (TYP.)
(SEE DETAIL 11A,
SHEET SD4)
SE
E
D
E
T
A
I
L
2
,
S
H
E
E
T
S
D
2
(C
A
N
O
P
Y
A
C
C
E
S
S
O
R
Y
L
A
Y
O
U
T
)
DUMPSTER
ENCLOSURE
4" YELLOW
STRIPING
(TYP.)
STALLS REQ'D = 1 PER 200 S.F.18
MAX # OF STALL = NOT SPECIFIED N.A.
SITE DATA:
TM#: R04000-003-008-000
TOTAL SITE = 4.802 AC
TOTAL DISTURBED AREA = 5.0 AC
ZONING - HEAVY INDUSTRIAL DISTRICT (I-2)
PHYSICAL ADDRESS:
2102 U.S. HWY. 421 N.
WILMINGTON, NC 28401
FLOOD ZONE 'AE' PER FEMA PANEL
3720311800L EFF. 8/28/2018
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
141.2'
22
0
.
0
'
30.0'
31.2'
27
.
5
'
33
.
0
'
48
.
0
'
33.0'
32.7'
18.0'
10
.
0
'
(T
Y
P
.
)
12
.
0
'
(T
Y
P
.
)
18.0'
33.
0
'
33
.
0
'
27
.
5
'
39.
0
'
39.
0
'
31.0'
20.0'20.0'20.0'
86.0'
14.5'
68
.
0
'
17
0
.
4
'
24
8
.
0
'
231.2'
R33.5'
R35.0'
R13.5'
R33.5'
R33.5'
R33.5'R33.5'
R31.5'
R31.5'
R38.5'
R38.5'
R23.5'
R23.5'
R99.1'
R63.3'
R18.5'
R8.5'
R13.5'
R3.5'
R3.5'
R13.5'
R13.5'
R13.5'
R13.5'
50' SIDE SETBACK
24" WHITE
STOP BAR
24" WHITE
STOP BAR
50.0'
16
7
.
4
'
11
3
.
0
'
139.4'
4" WHITE
STRIPING
(TYP.)
8' DOUBLE
GATE
8' DOUBLE
GATE
6' CHAIN
LINK FENCE
6' CHAIN
LINK FENCE
PROPOSED
SIGN
T T TT
(5)(6)(7)(8)
(7)
(8)
(6)
(5)
(5)
(3)(4)
(6)
(5
)
(3)
(4)
(6
)
(7
)
(8
)
(5
)
(5
)
(3
)
(4)
(6
)
(5
)
(
3
)
(4
)
(6
)
(3
)
(8)
(
8
)
(
9
)
(1
0
)
(10
)
(9)
(8)
(7)
(7)(6)
(4)
(5)
(5
)
(3)
(4)
(6
)
(8)
(9)
(10)
(10)
(9)
(10)
(9)
(8)
(7)
(8)
(8)
(9)
(10
)
(
1
0
)
(
9
)
(
8
)
(9)(8)(7)
(3)
(4)
(5)
(6)
(7
)
(7)
(6)
(5)
(4
)
(3)
(
9
)
(
8
)
(
7
)
(7)
(8)
(3
)
(4
)
(5
)
(6
)
(8
)
(9
)
(5
)
(5
)
(6
)
(
6
)
(4
)
(5
)
(
7
)
(0)
(2)
(3)
(4)
(5)
(6
)
(6
)
(5)
(9)
(10)
(6)
(3)
(4
)
(5)
(7)
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
P
TC: 6.90
BC: 6.40
TC: 6.84
BC: 6.34 TC: 7.08
BC: 6.58
TC: 7.31
BC: 6.81
TC: 8.76
BC: 8.26
TC: 7.30
BC: 6.80
TC: 6.74
BC: 6.24TC: 6.82
BC: 6.32
TC: 7.92
BC: 7.42
TC: 8.50
BC: 8.00
TC: 8.86
BC: 8.36
TC: 8.68
BC: 8.18
TC: 9.35
BC: 8.85
TC: 8.63
BC: 8.13
TC: 8.37
BC: 7.87
TC: 8.80
BC: 8.30
TC: 9.40
BC: 8.90
TC: 10.57
BC: 10.07
TC: 9.46
BC: 8.96
TC: 8.10
BC: 7.60
TC: 8.97
BC: 8.47
TC: 9.32
BC: 8.82
TC: 9.72
BC: 9.22TC: 10.50
BC: 10.00
TC: 10.11
BC: 9.61
TC: 10.21
BC: 9.71
TC: 9.93
BC: 9.43
TC: 8.67
BC: 8.17TC: 8.04
BC: 7.54
TC: 7.22
BC: 6.72 TC: 8.60
BC: 8.10
TC: 6.54
BC: 6.12
TC: 7.17
BC: 6.75
TC: 6.85
BC: 6.43
TC: 6.38
BC: 5.96
TC: 6.38
BC: 5.96
TC: 7.05
BC: 6.63
TC: 7.87
BC: 7.45
TC: 7.90
BC: 7.48
TC: 8.36
BC: 7.94
TC: 10.33
BC: 9.91
TC: 10.13
BC: 9.71
TC: 9.97
BC: 9.55
TC: 9.91
BC: 9.49 TC: 9.73
BC: 9.31
TC: 8.90
BC: 8.48
TC: 8.39
BC: 7.97
TC: 8.55
BC: 8.13
TC: 6.88
BC: 6.46
TC: 6.77
BC: 6.35
TC: 7.50
BC: 7.08
TC: 8.28
BC: 7.86
TC: 8.91
BC: 8.49
TC: 9.25
BC: 8.83
TC: 9.11
BC: 8.69
TC: 7.45
BC: 7.03
TC: 7.45
BC: 7.03TC: 7.73
BC: 7.31
TC: 8.52
BC: 8.10
TC: 6.87
BC: 6.45
TC: 7.71
BC: 7.29
TC: 7.95
BC: 7.53
TC: 8.27
BC: 7.85
TC: 8.88
BC: 8.46
TC: 8.41
BC: 7.99
TC: 8.23
BC: 7.81
TC: 7.89
BC: 7.47
TC: 7.29
BC: 6.87
TC: 6.90
BC: 6.48
TC: 6.51
BC: 6.09
TC: 6.11
BC: 5.69
TC: 10.66
BC: 10.24
TC: 10.10
BC: 9.68
TC: 8.94
BC: 8.52
TC: 9.84
BC: 9.42
TC: 9.82
BC: 9.40
TC: 7.98
BC: 7.56
FF ELEV:
11.00
FF ELEV:
11.00
FF ELEV:
11.00
FF ELEV:
11.00
-
1
.
9
%
-1.
0
%
-1.2
%
-
2
.
1
%
-1.
1
%
-1.3
%
-
2
.
3
%
-1.
3
%
-1.3
%-2.4
%
-2.4
%
-2.5
%
-2.2%
-2.2%
-2.1
%
-2.
1
%
-2.5
%
-1.7
%
-3.3%
-2.6
%
-2.
4
%
-2.
4
%
-3
.
2
%
-3
.
5
%
-2.
5
%
-2
.
0
%
-2
.
8
%
-0.9%
-1.2%
-
2
.
4
%
-
2
.
4
%
-
2
.
4
%
-
2
.
4
%
-
2
.
4
%
-2
.
5
%
-
2
.
5
%
-
1
.
6
%
-1
.
9
%
-
2
.
3
%
-
2
.
5
%
-2.5
%
-
2
.
6
%
-2
.
5
%
-
2
.
9
%
-1
.
8
%
-2
.
9
%
-
2
.
6
%
-1.1
%
-
2
.
2
%
-2.8
%
-2.2
%
-2.
0
%
-2.3
%
-2
.
1
%
-
1
.
5
%
-2.
9
%
-
2
.
2
%
-2.8
%
-3.1
%
-2.7%
-2
.
1
%
-2.8
%
-2.8
%
-2.7%
-2.8%
-1.4
%
-1.3%
-
1
.
3
%
-
2
.
6
%
-
1
.
5
%
-2
.
8
%
-
2
.
4
%
-
2
.
2
%
-
2
.
7
%
-2
.
6
%
-
3
.
8
%
-2.
4
%
-3
.
0
%
-2
.
9
%
-2.
0
%
-
2
.
3
%
-
2
.
5
%
-
2
.
6
%
-2.8%
-2.8%
-2.4%
-2.4%
-
1
.
3
%
-2.1
%
-
2
.
2
%
C4
GR
A
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
RW
1
5
8
2
-
C
A
P
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F
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NO
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DA
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VERSIONSHEET NO.
TH
E
S
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P
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A
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A
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SU
B
J
E
C
T
T
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DRAWN-BY
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DATE
RA
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LIC
E
N
S
E
#
C
-
1
3
1
7
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
LEGEND
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
CATCH CURB (DETAIL 1, SHEET SD1 & SD6)
SHED CURB (DETAIL 2, SHEET SD1 & SD6)
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
(
9
)
(
8
)
(9)(8)(7)
(3)
(4)
(5
)
(6)
(7
)
(5
)
(4)
(8
)
(7
)
(7)
(0)
(2)
(3)
(4)
(5)
(6
)
(6
)
(5)
(6)
(3)
(4
)
(5)
(7)
C4.1
WE
T
P
O
N
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D
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A
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
RW
1
5
8
2
-
C
A
P
E
F
E
A
R
NO
.
DA
T
E
VERSIONSHEET NO.
TH
E
S
E
P
L
A
N
S
A
R
E
SU
B
J
E
C
T
T
O
F
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SCALE
DRAWN-BY
DRAWING NAME:
DATE
RA
C
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U
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,
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E
#
C
-
1
3
1
7
PLAN VIEW
OUTSIDE WIDTH OF RISER + 1/2"
2'
6"
PROFILE
TRASH RACK FOR OUTLET STRUCTURES
NOT TO SCALE
NOTE: ALL TRASH RACK BARS SHALL BE WELDED TOGETHER
AS REQUIRED. SEE ABOVE FOR REBAR SIZE. COAT REBAR W/
RUSTOLEUM COLD GALVANIZING PAINT OR APPOVED EQUAL.
TOP OF RISER
TWELVE
#4 REBAR
"SPOKES"
#3 REBAR
HOOPS
SECTION ALONG TOP OF LEVEE
DETENTION POND EMERGENCY SPILLWAY
15'
NOTE:
"T" = THICKNESS = 8"
CROSS SECTION
TOP OF BERM = 6'
TURF REINFORCEMENT
MATTING
NO SCALE
OR FLATTER
3
1
"9"SMOOTH FOUNDATION
FABRIC
NON-WOVEN
GEOTEXTILE FILTER
FABRIC
6" AVG. DIA.
STONE SIZE
"T"
9"
KEYWAY AT TOE
OF SLOPE
TOP OF SPILLWAY: 5.3'
POND SIDE
SPILLWAY TO BE
CONSTRUCTED W/ TURF
REINFORCMENT MATTING
TOP OF BERM: 6'
Know what's below.Call before you dig.
NOTES:
1.CONCRETE SHALL BE 3,000 PSI.
2.COLLAR TO BE PLACED AT THE CENTER OF A SECTION
OF PIPE.
3.LOWER HALF OF COLLAR CAN BE DIRT FORMED WHILE
THE UPPER HALF IS WOOD FORMED.
4.PLACE ROLL MASTIC AT THE PIPE COLLAR INTERFACE.
5.A GALVANIZED STEEL PLATE ANTI-SEEP COLLAR CAN BE
SUBMITTED FOR APPROVAL BY THE ENGINEER.
ANTI-SEEP COLLAR
NO SCALE
WET POND MAINTENANCE SCHEDULE
1.THE LANDOWNER, ITS SUCCESSORS AND ASSIGNS, WILL PERFORM THE WORK NECESSARY TO
KEEP THESE FACILITIES IN GOOD WORKING ORDER AS APPROPRIATE.
2.PERMANENT WET DETENTION POND TO BE OWNED AND MAINTAINED BY OWNER.
3.GRASS TO BE MOWED ON A REGULAR BASIS (MINIMUM 2 TIMES A YEAR). AREAS NOT VEGETATED
SHOULD BE STABILIZED IMMEDIATELY.
4.DIKE TO BE MAINTAINED WITH PROMPT REPAIR OF ANY ERODED AREAS AND NO TREE GROWTH
ALLOWED TO OCCUR IN THE BERM.
5.TRASH AND DEBRIS TO BE REMOVED FROM WITHIN AND AROUND THE POND ON A REGULAR BASIS
AND AFTER ANY LARGE STORM EVENTS.
6.OUTLET STRUCTURE TO BE INSPECTED FOR STRUCTURE INTEGRITY AND SEDIMENT TO BE
REMOVED IF IT IS RESTRICTING WATER FLOW. REPAIRS TO OUTLET STRUCTURE TO BE MADE IF
NEEDED.
7.SEDIMENT ACCUMULATION TO BE REMOVED FROM WET POND.
RIPRAP
PAD (TYP.)
TOP OF
POND @ 6'
3:1 INSIDE
SLOPE
(2) 4' DOUBLE
SWING GATE
ACCESS
6' TALL CHAIN
LINK FENCE
WET POND #1
NO SCALE
EXCAVATE FOREBAY (2:1 SIDE
SLOPES INSIDE FOREBAY)
PERMANENT POOL
EL=3.5
PERMANENT POOL
EL=3.5
SOIL BERM
ELEV. 2.5
(2' WIDTH)
2'
6' AQUATIC BENCH @ 6:1 SLOPE
(PLANT WITH WETLAND PLANTS)
2
1
3
1 6
1
3
1
2
13'
TOP OF BERM
ELEV=6.0
GRADE
BACK 3:1
BOT. EL=-0.5 BOT. EL=0.0'
PROPOSED RCP &
HEADWALL (TYP.)
3
1
6'
NO SCALEWET POND #1
STAGE/STORAGE
TOP OF RISER ELEV= 5.0'
1- YR EVENT - 4.07' - 18,667 CUFT
EL. = 6.0' - TOP OF POND
2- YR EVENT - 4.18' - 19,694 CUFT
10- YR EVENT - 4.64' - 24,018 CUFT
100- YR EVENT - 5.27' - 30,299 CUFT
PERMANENT POOL
EL=3.50
BOTTOM EL=0.0
FOREBAY
8'
NOTES:
1.WEIRS & ORIFICES SHALL BE BLOCKED OFF DURING CONSTRUCTION.
2.AFTER FINAL STABILIZATION OPEN ORIFICES AND WEIR.
3.INSTALL PERMANENT TEE AND ORIFICE CUT PER DETAIL.
4.RISER SHALL HAVE TRASH RACK PER DETAIL.
5.POND TO BE DEWATERED FOR MAINTENCE USING PUMP.
8'
8'
10"
4'X4' PRECAST
CONCRETE
RISER
18" R.C.P.
OUTLET PIPE
8'x8'x10"
CONCRETE
FOOTER
10"
18" RCP OUTLET
INV EL=3.5
EL.= 5.0
TOP OF RISER
4'X4' PRECAST
CONCRETE RISER
8'x8'x10"
CONCRETE
FOOTER
4.0'4.0
'
INSIDE
DIMENSION
(TYPICAL)
(1) - 1" ORIFICE INV.
EL = 3.5
INV. EL=3.5
(1) - 1" DIA. ORIFICE
EL= 2.50
NO SCALEWET POND #1
OUTLET STRUCTURE DETAIL
3" PVC TEE FITTING AT
RISER W/ INVERTED
ORIFICE OPENING
3" PVC TEE FITTING AT
RISER W/ INVERTED
ORIFICE OPENING
INV. EL=4.0
(2) - 4" DIA. ORIFICE
(2)- 4" DIA. ORIFICE
INV. EL=4.0
10' WIDE
SHELF BOT OF
POND @
0.0'
3' DEEP FORBAY AT
PIPE OUTFALL - 2.5'
TALL FOREBAY AT EXIT
(7)
(6)
(5)
(5)
(3)
(4)
(6)
(5
)
(3)
(4)
(6
)
(7
)
(8
)
(5
)
(5
)
(3
)
(4)
(6
)
(5
)
(
3
)
(4
)
(6
)
(3
)
(8)
(
8
)
(
9
)
(
1
0
)
(10
)
(9)
(8)
(7)
(6)
(4)
(5)
(5
)
(3)
(4)
(6)
Know what's below.Call before you dig.
NOTES:
1.CONCRETE SHALL BE 3,000 PSI.
2.COLLAR TO BE PLACED AT THE CENTER OF A SECTION
OF PIPE.
3.LOWER HALF OF COLLAR CAN BE DIRT FORMED WHILE
THE UPPER HALF IS WOOD FORMED.
4.PLACE ROLL MASTIC AT THE PIPE COLLAR INTERFACE.
5.A GALVANIZED STEEL PLATE ANTI-SEEP COLLAR CAN BE
SUBMITTED FOR APPROVAL BY THE ENGINEER.
ANTI-SEEP COLLAR
NO SCALE
STORMWATER WETLANDS MAINTENANCE SCHEDULE
1.THE LANDOWNER, ITS SUCCESSORS AND ASSIGNS, WILL PERFORM THE WORK NECESSARY TO
KEEP THESE FACILITIES IN GOOD WORKING ORDER AS APPROPRIATE.
2.PERMANENT STORMWATER WETLANDS TO BE OWNED AND MAINTAINED BY OWNER.
3.GRASS TO BE MOWED ON A REGULAR BASIS (MINIMUM 2 TIMES A YEAR). AREAS NOT VEGETATED
SHOULD BE STABILIZED IMMEDIATELY.
4.DIKE TO BE MAINTAINED WITH PROMPT REPAIR OF ANY ERODED AREAS AND NO TREE GROWTH
ALLOWED TO OCCUR IN THE BERM.
5.TRASH AND DEBRIS TO BE REMOVED FROM WITHIN AND AROUND THE POND ON A REGULAR BASIS
AND AFTER ANY LARGE STORM EVENTS.
6.OUTLET STRUCTURE TO BE INSPECTED FOR STRUCTURE INTEGRITY AND SEDIMENT TO BE
REMOVED IF IT IS RESTRICTING WATER FLOW. REPAIRS TO OUTLET STRUCTURE TO BE MADE IF
NEEDED.
7.SEDIMENT ACCUMULATION TO BE REMOVED FROM WETLANDS.
8.DEEP WETLAND POOLS TO BE INSPECTED AS NECESSARY TO PROVIDE POSITIVE DRAINAGE TO THE
OUTLET. (REFER TO THE DEQ'S STORMWATER DESIGN MANUAL FOR STORMWATER WETLANDS
DESIGN GUIDE FOR A MORE DETAILED CHECKLIST FOR MAINTENANCE.)
C4.2
S.
W
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W
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
RW
1
5
8
2
-
C
A
P
E
F
E
A
R
NO
.
DA
T
E
VERSIONSHEET NO.
TH
E
S
E
P
L
A
N
S
A
R
E
SU
B
J
E
C
T
T
O
F
E
D
E
R
A
L
CO
P
Y
R
I
G
H
T
L
A
W
S
:
A
N
Y
US
E
O
F
S
A
M
E
W
I
T
H
O
U
T
TH
E
E
X
P
R
E
S
S
E
D
WR
I
T
T
E
N
P
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M
I
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S
I
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N
OF
R
A
C
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T
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A
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E
U
M
,
I
N
C
.
I
S
PR
O
H
I
B
I
T
E
D
.
SCALE
DRAWN-BY
DRAWING NAME:
DATE
RA
C
E
T
R
A
C
P
E
T
R
O
L
E
U
M
,
I
N
C
.
20
0
G
A
L
L
E
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A
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A
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W
A
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S
E
S
U
I
T
E
9
0
0
A
T
L
A
N
T
A
,
G
A
3
0
3
3
9
(7
7
0
)
4
3
1
-
7
6
0
0
21
0
2
U
.
S
.
H
W
Y
.
4
2
1
WI
L
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T
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N
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N
C
2
8
4
0
1
NE
W
H
A
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C
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Y
10
7
4
A
S
H
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H
W
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SP
A
R
T
A
N
B
U
R
G
,
S
C
2
9
3
0
3
PH
:
(
8
6
4
)
2
8
5
-
0
6
1
8
ww
w
.
s
i
t
e
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e
s
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c
.
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CIV
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H
I
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C
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S
LIC
E
N
S
E
#
C
-
1
3
1
7
PLAN VIEW
OUTSIDE WIDTH OF RISER + 1/2"
2'
6"
PROFILE
TRASH RACK FOR OUTLET STRUCTURES
NOT TO SCALE
NOTE: ALL TRASH RACK BARS SHALL BE WELDED TOGETHER
AS REQUIRED. SEE ABOVE FOR REBAR SIZE. COAT REBAR W/
RUSTOLEUM COLD GALVANIZING PAINT OR APPOVED EQUAL.
TOP OF RISER
TWELVE
#4 REBAR
"SPOKES"
#3 REBAR
HOOPS
SECTION ALONG TOP OF LEVEE
DETENTION POND EMERGENCY SPILLWAY
15'
NOTE:
"T" = THICKNESS = 8"
CROSS SECTION
TOP OF BERM = 6'
TURF
REINFORCEMENT
MATTING
NO SCALE
OR FLATTER
3
1
"9"SMOOTH FOUNDATION
FABRIC
NON-WOVEN
GEOTEXTILE FILTER
FABRIC
6" AVG. DIA.
STONE SIZE
"T"
9"
KEYWAY AT TOE
OF SLOPE
TOP OF SPILLWAY: 5.5'
POND SIDE
SPILLWAY STONE TO BE
CONSTRUCTED WITH TURF
REINFORCEMENT MATTING
TOP OF BERM: 6'
STORMWATER WETLANDS #1
NO SCALE
EXCAVATE FOREBAY (2:1 SIDE
SLOPES INSIDE FOREBAY)
PERMANENT POOL
EL=5'
PERMANENT POOL
EL=5
SOIL BERM
ELEV. 4.5
(2' WIDTH)
2'
TEMPORARY INUNDATION ZONE
(MIN. ELEVATION @ 5')
2
1
3
1
3
1
2
12'
TOP OF BERM
ELEV=6.0
GRADE
BACK 3:1
BOT. EL=2.5 BOT. EL=3'
PROPOSED RCP &
HEADWALL (TYP.)
3
1
VARIES'
NO SCALESTORMWATER WETANDS
STAGE/STORAGE
TOP OF RISER ELEV= 6.0'
1- YR EVENT - 5.66' - 21,363 CUFT
EL. = 6.0' - TOP OF WETLANDS
2- YR EVENT - 5.69' - 21,901 CUFT
10- YR EVENT - 5.79' - 23,287 CUFT
100- YR EVENT - 5.94' - 25,632 CUFT
PERMANENT POOL
EL=5.0
BOTTOM EL=3.0
FOREBAY
8'
NOTES:
1.WEIRS & ORIFICES SHALL BE BLOCKED OFF DURING CONSTRUCTION.
2.AFTER FINAL STABILIZATION OPEN ORIFICES AND WEIR.
3.INSTALL PERMANENT TEE AND ORIFICE CUT PER DETAIL.
4.RISER SHALL HAVE TRASH RACK PER DETAIL.
5.POND TO BE DEWATERED FOR MAINTENCE USING PUMP.
8'
8'
10"
4'X4' PRECAST
CONCRETE
RISER
15" R.C.P.
OUTLET PIPE
8'x8'x10"
CONCRETE
FOOTER
10"
15" RCP OUTLET
INV EL= 5.0
EL.= 6.0
TOP OF RISER
4'X4' PRECAST
CONCRETE RISER
8'x8'x10"
CONCRETE
FOOTER
4.0'4.0
'
INSIDE
DIMENSION
(TYPICAL)
(1) - 1" ORIFICE INV.
EL = 5.0
INV. EL=5.0
(1) - 1.25" DIA. ORIFICE
EL= 4.0
NO SCALEOCS #2
OUTLET STRUCTURE DETAIL
3" PVC TEE FITTING AT
RISER W/ INVERTED
ORIFICE OPENING
3" PVC TEE FITTING AT
RISER W/ INVERTED
ORIFICE OPENING
EL.= 5.4
(3) 4' WEIR = 12' TOTAL (3) 4' WIDE WEIR
@ EL. 5.4'
3:1 INSIDE
SLOPE
FOREBAY
- 2' DEEP
FOREBAY
- 2' DEEP
NON-FOREBAY
DEEP POOL
- 2' DEEP
NON-FOREBAY
DEEP POOL
- 2' DEEP
NON-FOREBAY
DEEP POOL
- 2' DEEP
SHALLOW
WATER ZONE -
AVG. EL. 4.5'
(0-9" DEEP)
TEMPORARY
INUNDATION ZONE -
MIN. EL. 5.0'
C4.3
GR
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
RW
1
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#
C
-
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3
1
7
NO SCALE
RIPRAP PLACEMENT AROUND HEADWALL AND PIPE
NO SCALE
PLACE RIPRAP AROUND
AND ABOVE END OF
PIPE IN ADDITION TO
RIPRAP APRON
PLACE RIPRAP
AROUND
WINGWALLS IN
ADDITION TO
RIPRAP APRON
PRECAST
CONCRETE
HEADWALL
(5)(6)(7)(8)
(7)
(8)
(6)
(5)
(5)
(3)(4)
(6)
(5
)
(3)
(4)
(6
)
(7
)
(8
)
(5
)
(5
)
(3
)
(4)
(6
)
(5
)
(
3
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(4
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(6
)
(3
)
(8)
(
8
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(
9
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(1
0
)
(10
)
(9)
(8)
(7)
(7)(6)
(4)
(5)
(5
)
(3)
(4)
(6
)
(8)
(9)
(10)
(10)
(9)
(10)
(9)
(8)
(7)
(8)
(8)
(9)
(10
)
(
1
0
)
(
9
)
(
8
)
(9)(8)(7)
(3)
(4)
(5)
(6)
(7
)
(7)
(6)
(5)
(4
)
(3)
(
9
)
(
8
)
(
7
)
(7)
(8)
(3
)
(4
)
(5
)
(6
)
(8
)
(9
)
(5
)
(5
)
(6
)
(
6
)
(4
)
(5
)
(
7
)
(0)
(2)
(3)
(4)
(5)
(6
)
(6
)
(5)
(9)
(10)
(6)
(3)
(4
)
(5)
(7)
P
HW - 10
IE: 4.92
OCS - 2
RIM EL.: 7.0
IE OUT: 5.00
CB - 1
V-4863 FRAME
RIM EL.: 6.98
IE OUT: 2.83
HW - 8
IE: 4.26
CB -2
V-4863 FRAME
RIM EL.: 6.36
IE OUT: 0.68
CB - 4
V-4863 FRAME
RIM EL.: 6.31
IE IN: 2.91
IE OUT: 2.91
HW - 6
IE: 3.50
CB - 3
V-4863 FRAME
RIM EL.: 6.23
IE OUT: 3.50
HW - 7
IE: 4.00
CB - 5
V-4863 FRAME
RIM EL.: 5.91
IE OUT: 4.22
HW - 5
IE: 3.00
OCS 1
RIM EL.: 5.0
IE OUT: 3.50
HW - 9
IE: 3.13
HW -3
IE: 3.00
HW - 4
IE: 2.68
HW -2
IE: 0.00
HW -1
IE: 0.00
28LF-18"RCP @ 10.00%
68
L
F
-
1
8
"
R
C
P
@
1
.
0
0
%
47LF-18"RCP @ 0.51%
262LF-15"RCP @ 0.50%
54LF-18"RCP @ 0.49%
76LF-
2
4
"
R
C
P
@
0
.
6
6
%
17LF-18"RCP @ 3.00%
74LF-18"
R
C
P
@
0
.
5
0
%
15LF-15"RCP @ 0.50%
C7
DR
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
RW
1
5
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2
-
C
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NO
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DA
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VERSIONSHEET NO.
TH
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#
C
-
1
3
1
7
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
DIESEL ISLAND CATCH
BASIN (SEE DETAIL 2
ON SHEET SD8)
OIL WATER
SEPARATOR
(SEE DETAIL 3 ON
SHEET SD8)
6" PVC SDR 40 IN/OUT
OF OIL WATER
SEPARATOR
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
C - STORM - A PROFILE
0
5
10
15
0
5
10
15
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25
C - STORM - B PROFILE
0
5
10
15
0
5
10
15
0+00 0+25
C - STORM - C PROFILE
0
5
10
15
0
5
10
15
0+00 0+50 0+75
C - STORM - D PROFILE
0
5
10
15
0
5
10
15
0+00 0+50 1+00
C - STORM - E PROFILE
0
5
10
15
0
5
10
15
0+00 0+50
C - STORM - F PROFILE
0
5
10
15
0
5
10
15
0+00 0+50 0+75
CB
-
5
RI
M
E
L
:
5
.
9
1
IE
O
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T
:
4
.
2
2
262LF-15"RCP @ 0.50%
CB
-
4
RI
M
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L
:
6
.
3
1
IE
I
N
:
2
.
9
1
IE
O
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T
:
2
.
9
1
47LF-18"RCP @ 0.51%
HW - 4
IE: 2.68
HW -3
IE: 3.00
17LF-18
"
R
C
P
@
3
.
0
0
%
CB
-
3
RI
M
E
L
:
6
.
2
3
IE
O
U
T
:
3
.
5
0
HW -2
IE: 0.00
68LF-18"RCP @ 1.00
%
CB
-
2
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M
E
L
:
6
.
3
6
IE
O
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T
:
0
.
6
8
HW - 5
IE: 3.00
76LF-24"RCP @ 0.66%
HW - 6
IE: 3.50
CB
-
1
RI
M
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L
:
6
.
9
8
IE
O
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T
:
2
.
8
3
2
8
L
F
-
1
8
"
R
C
P
@
1
0
.
0
0
%
HW -1
IE: 0.00
HW - 8
IE: 4.26
54LF-18"RCP @ 0.49%
HW - 7
IE: 4.00
C7.1
DR
A
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A
G
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P
R
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5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
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1
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NO
.
DA
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VERSIONSHEET NO.
TH
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P
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SU
B
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DATE
RA
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2
9
3
0
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PH
:
(
8
6
4
)
2
8
5
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w
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N
S
E
#
C
-
1
3
1
7
0 50 10025
1" = 50'
R
Know what's below.
Call before you dig.
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
0
1.
5
3
6
1"
=
3
'
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
EXISTING
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
T T TT
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
P
P
C8
UT
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L
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T
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P
L
A
N
5/7/2023
ZHEYDENBURG
S221106_BASE_SHEETS.dwg
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1
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DA
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VERSIONSHEET NO.
TH
E
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P
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SU
B
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C
T
T
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SCALE
DRAWN-BY
DRAWING NAME:
DATE
RA
C
E
T
R
A
C
P
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O
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E
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,
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C
.
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9
0
0
A
T
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A
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T
A
,
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A
3
0
3
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9
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7
0
)
4
3
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-
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6
0
0
21
0
2
U
.
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.
H
W
Y
.
4
2
1
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4
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1
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W
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10
7
4
A
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SP
A
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,
S
C
2
9
3
0
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PH
:
(
8
6
4
)
2
8
5
-
0
6
1
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w
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C
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S
LIC
E
N
S
E
#
C
-
1
3
1
7
0 50 10025
1" = 50'R
Know what's below.
Call before you dig.
TELEPHONE NOTES:
CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE PVC CONDUIT INCLUDING TRENCHING BEDDING, PULL WIRE, AND
BACKFILLING. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE TELEPHONE COMPANY TO SCHEDULE AND
COORDINATE WORK PRIOR TO INSTALLING CONDUIT.
POWER NOTES:
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL NECESSARY CONDUIT AND PULL WIRE ON-SITE UP TO PROPERTY.
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE SERVICE LINES WITH THE POWER COMPANY.
CONTRACTOR SHALL PROVIDE TRANSFORMER PAD (UNLESS TRANSFORMER IS POLE MOUNTED) TO ALLOW FOR
INSTALLATION OF TRANSFORMER BY POWER COMPANY.
ALL VERTICAL BENDS ON WATER MAIN SHALL BE RESTRAINED WITH A MECHANICAL JOINT FITTING SUPPLIED WITH THE
RETAINER GLANDS. ANY JOINTS 25 FEET OR LESS FROM EITHER SIDE OF VERTICAL BEND SHALL BE RESTRAINED WITH A
RETAINER GLAND.
DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.
THRUST BLOCKS SHALL BE PROVIDED AT ALL HORIZONTAL BENDS, TEES, AND FIRE HYDRANTS.
THE MINIMUM COVER ON WATER MAINS SHALL BE 3 FEET.
PIPE MATERIAL SHALL BE "ENDOPURE" PE 3408 - 200PSI.
GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE IRRIGATION SYSTEM REQUIREMENTS BETWEEN THE
IRRIGATION CONTRACTOR AND PLUMBING CONTRACTOR. IRRIGATION TAP, METERS, ETC. SHALL BE INCLUDED IN GENERAL
CONTRACTOR'S BASE BID.
SITE SPECIFIC NOTES:
CONTRACTOR TO INCLUDE FOR ALL SECONDARY CONDUITS (CONDUIT ONLY) DEPICTED ON UTILITY PAGE IN BASE BID.
INCLUDE FOR LENGTH UP POLE APPROX 30FT. WIRE IS ASSUMED TO BE BY UTILITY DEPARTMENT.
A.SECONDARY WIRE WILL BE PROVIDED IN BID AS AN ALTERNATE PRICE IN L.F. AND HANDLED AS A CHANGE ORDER
IF REQUIRED.
CONTRACTOR TO INCLUDE TWO (2) 1” CONDUITD TO BOTH SIGN LOCATIONS.
A.ONE (1) 1” CONDUITIS FOR ELECTRICAL. ONE (1) 1” CPNDUIT IS FOR COMMMUNICATION.
B.CONTRACTOR IS RESPONSBILE TO PROVIDE CAT 5 HOME-RUN BETWEEN PRICE SIGN AND FINAL DESTINATION
INSIDE THE BUIILDING. FINAL DESTINATION TO BE DETERMINED BY RACETRAC CONSTRUCTION MANAGER DURING
CONSTRUCTION.
SEE UTILITY CONNECTION
BLOW-UP (THIS SHEET)
GREASE TRAP
(SEE DETAIL 4,
SHEET SD2)
YARD HYDRANTS
(SEE DETAIL 7, SD6)
EXISTING
HYDRANT
4" SCH 40
SERVICE LATERAL
2" ENDOPURE
WATER LINE
CLEANOUT
(TYP.)
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
UPSIZE EXISTING METER TO
1.5" - REPLACE CONNECTION
W/ 1.5" TAPPING SLEEVE
R400.0'
HYDRANT
RADIUS
RPZ BACKFLOW
PROTECTION IS
REQUIRED
HOSE BIBB
(SEE DETAIL 12,
SHEET SD1)
RELOCATE
EXISTING
HYDRANT
3/4" ENDOPURE
WATER SERVICE
UTILITY CONNECTION BLOW-UP:
SCALE: 1" = 10'
3/4" ENDOPURE
WATER SERVICE
ELECTRICAL SERVICE
ELECTRICAL PANEL
2" ENDOPURE WATER
SERVICE LINE
2" SUPPLY FROM METER
GREASE TRAP
(SEE DETAIL 4, SHEET SD2)
4" GREASE
WASTE EXIST
4" SAN
I.E. -3' BFF
4" SCH 40
SERVICE LATERAL
2" GREASE
INTERSEPTOR
VENT
CLEANOUT
(TYP.)
5' DIA. M.H.
I.E. 6.4'
PRECASE CONCRETE
WET WELL W/ EXT
BASE & DUPLEX
SUBMERSIBLE PUMP
VALVE
VAULTMETER
VAULT
4" DIP
4" DIP
ST
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4/28/2023
ZHEYDENBURG
S221106_Details.dwg
SD1
APPROXIMATE TANK LOCATION
TRANSITION FOR CATCH CURB
WITH 1' CONCRETE BACKING
TRANSITION FOR SHED CURB
WITH 1' CONCRETE BACKING 2'-
3
"
TA
P
E
R
712"
712"
8" MIN
18"
25"
2"
7"
27"
25"
2'-3"
TAPE
R
12"
712"
2'-3
"
TA
P
E
R
TRANSITION FOR CATCH CURB
WITH 1' CONCRETE BACKING
AT CORNER LANDSCAPE ISLAND
25"
12"
8" MIN 8" MIN
APPROXIMATE LOCATION
OF BUILDING FOOTPRINT
AND SIDEWALK ENVELOPE
PLAN VIEW
CONC. DRIVE
CONC. DRIVE
SECTION VIEW
FRONT
VIEW
SIDE
VIEW
ELECTRICAL REQUIREMENTS:
1.110V - 20A - CLASS C, WITH GROUND
2.ELECTRICAL STUB TO BE 1" RIGID CONDUIT
INSTALLATION REQUIREMENTS:
1.CONC. SLAB TO BE INSTALLED BY G.C.
2.AIR/VAC STAND (XactAir), PROVIDED, INSTALLED &
CONNECTED BY VENDOR.
3.3/8" MOUNTING STUDS, PROVIDED, INSTALLED &
CONNECTED BY VENDOR.
TRASH
CAN
CL
CL CL
SECTION VIEW PLAN VIEW
NOTES:
1.REFER TO "SITE PLAN" FOR EXACT LOCATIONS OF THE DIFFERING CURB TYPES.
2.* = RACETRAC CONSTRUCTION PROJECT MANAGER TO COORDINATE WITH
CONCRETE SUBCONTRACTOR TO DETERMINE BEST TRANSITION METHOD BETWEEN
DIFFERING CURB TYPES.
3.MAILBOX TO BE PROVIDED BY GC. INSTALL LOCATION TO BE COORDINATED BY GC
WITH USPS
NOTES:
1.ALTERNATIVE PAINT USTC ACRYLIC AKLYD CO POLYMER 'SUPREME PAINT' (WHITE) TO BE USED
2.REFER TO "SITE PLAN" FOR EXACT LOCATIONS OF THE DIFFERING CURB TYPES.
3.REFER TO SITE PLAN FOR EXACT LOCATIONS.
NOTES:
1.PVC CHASE TO BE PLACED UNDER ALL DRIVEWAYS. REFER TO "SITE PLAN" FOR EXACT LOCATIONS.
2.CHASES ARE NOT TO BE USED FOR IRRIGATION INSTALLED WITH THIS DEVELOPMENT. IRRIGATION
SLEEVES WILL BE SEPARATE.
3.REFER TO "UTILITY PLAN" AND IRRIGATION PLAN FOR IRRIGATION SLEEVE LOCATIONS.
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS
HARDENED SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 9A, SHEET SD3.
VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
4.THIS CURB TYPE IS TO BE USED ALONG THE CURB LINE ADJACENT TO THE TANK PAVEMENT.
SEE PLAN FOR LOCATION.
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OFAGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP. FILL JOINTS WITH PAVEMENT SEALANT PER
DETAIL 3B, SHEET SD3. VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
4.CURB BACKING WIDTHS:
A.THREE (3) FOOT BACKING IS TO BE USED ALONG THE RADIUS OF DRIVEWAYS AND IS
STRUCTURALLY REINFORCED WITH #3 REBARS @ 9" O.C. EACH WAY.
B.TWO (2) FOOT BACKING IS TO BE USED ALONG THE RADIUS OF LANDSCAPE ISLANDS WITHIN
HIGH TRAFFIC AREAS. TWO (2) FOOT BACKING IS NOT STRUCTURALLY REINFORCED.
C.ONE (1) FOOT BACKING IS TO BE USED AS A PEDESTRIAN WALKWAY WITHIN LANDSCAPE
ISLANDS. ONE (1) FOOT BACKING IS NOT STRUCTURALLY REINFORCED.
5.SEE PAVING PLAN FOR EXACT LOCATIONS OF CURB BACKING.
NOTES:
1.SECURE VAULT TO PAD W/ TWO (2) 29-00450 ANGLE BRACKETS AND
FOUR (4) 12"Ø x 4" SIMPSON TITAN HD SCREWTYPE ANCHORS (TYP.)
2.REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS.
3.REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH
& SUBGRADE COMPACTION REQUIREMENTS.
NOTES:
1.SEE "SITE PLAN" FOR EXACT LOCATIONS.
2.REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS.
3.REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH &
SUBGRADE COMPACTION REQUIREMENTS.
NOTES:
1.BUMPER POSTS TO BE PLUMB AND ALIGNED IN A STRAIGHT LINE AND FILLED WITH CONCRETE.
2.TOPS TO BE GROUND SMOOTH W/ SQUARE EDGE, THE PRIMED WITH "END RUST" BY DURO AND PAINTED WITH
INDUSTRIAL OIL BASED ENAMEL. COLOR TO MATCH DECORATIVE LIGHT POLES.
3.REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS.
4.REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH & SUBGRADE COMPACTION
REQUIREMENTS.
REMOVE ZIP STRIP AND FILL
WITH SEALANT,
SEE DETAIL 9B, SHEET SD3.
SEALANT TO BE FLUSH WITH
TOP OF PAVEMENT.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF SLAB,
SEE DETAIL 3B, SHEET SD3 (TYP).
PEA GRAVEL TO
GRADE WITHIN
TANKPIT
2'-3"
GRAVEL
TANK PAD PAVEMENT
SE
E
P
L
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FO
R
PA
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EQ
EQ
COMPACTED
SUBGRADE
5'-0" FOR SEMI-TRUCK DRIVEWAYS
3'-0" FOR AUTO DRIVEWAYS
2'-0" FOR RADIUS OF LANDSCAPE ISLANDS
1'-0" FOR LANDSCAPE ISLAND WALKWAY
1'-0"6"
EQ
EQ
#3 REBAR @ 9" O.C.
EACH WAY
(3' BACKING ONLY)
45° TAPER
*SEE NOTE 2* SEE NOTE 2
CIVIL ENGINEER TO DETERMINE IF CURB TYPES USED ON SITE
ARE ACCEPTABLE FOR USE WITHIN RIGHT OF WAY.
IF NOT, ENGINEER TO PROVIDE DETAIL OF CURB TO BE USED.
EXISTING RIGHT OF WAY LINE
TANK AREA
PAVEMENT
3' CONC. BACKING
SEE DETAIL 4
SHEET SD-1
PROPERTY BOUNDARY
CIVIL ENGINEER TO DETERMINE IF CURB BACKING
IS ALLOWED IN PUBLIC RIGHT OF WAYS
1' CONC. BACKING *
SEE DETAIL 4
SHEET SD1
CURB TRANSITION
SEE DETAIL 5
SHEET SD1
TYPICAL DRIVEWAY
(REFER TO "SITE PLAN"
FOR EXACT DISTANCE)
CLEANOUTS IN
2'x2' CONC. PAD
TWO (2) 4" PVC CHASES
CLEANOUTS IN
2'x2' CONC. PAD
5.00'
(TYP)
TWO (2) 4" PVC CHASE
5.00'
(TYP.)
PVC "T" CONNECTION
WITH EXTENSION CAP
3' CONC. BACKING
SEE DETAIL 4,
SHEET SD1
COMPACTED SUBGRADE
6.625" O.D., 0.188" WALL STEEL TUBE
FILLED WITH CONCRETE.
FURNISHED & INSTALLED BY G.C.
3'
-
4
"
6"
2'-0" DIA.
3'-
6
"
1/4" FOAM PLANK TO BE FULL DEPTH OF PAVEMENT
WRAPPED AROUND BOLLARD TO ENSURE COMPLETE
SEPARATION OF CONCRETE AND BOLLARD.
PROVIDE 1/4" THICK MASTIC
COATING ON EXPOSED PORTION
OF BOLLARD BELOW TOP OF
PAVEMENT TO PREVENT CORROSION
SE
E
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P
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FO
R
P
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M
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S
SEE PAVING PLAN FOR
REINFORCEMENT
COMPACTED
SUBGRADE
AGGREGATE
BASE
36
"
54"
72"
5"
COMPACTED
SUBGRADECOMPACTED
SUBGRADE
BURY SLAB
IN GROUND
BURY SLAB
IN GROUND
CURB
1"
WATER-TIGHT
ELECTRICAL
JUNCTION BOX
1" CONDUIT FROM BUILDING
TO WATER-TIGHT ELECTRICAL
JUNCTION BOX.
1" CONDUIT FROM BUILDING.
REFER TO "UTILITY PLAN"
FOR EXACT LOCATION
6"
1'-0"
27
12"
3'-6"
2'-1138"
PR
O
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D
E
34"
M
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N
.
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T
W
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LE
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N
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G
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O
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H
Y
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T
S
I
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F
A
C
E
O
F
B
U
M
P
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P
O
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T
1'-51116"
12
"
WOODFORD
MODEL Y34
FREEZELESS
YARD HYDRANT
WOODFORD
MODEL Y34
FREEZELESS
YARD HYDRANT
PRODUCT
DISPENSER
BEYOND
DISPENSER
ISLAND
BEYOND
CONCRETE BOLLARD
SEE DETAIL 9,
SHEET SD1
3/4" WATER SUPPLY FROM
"SITE WATER SUPPLY" LINE
FILL WITH LOOSE
GRAVEL AROUND
VALVE BODY
FOR DRAINAGE
COMPACTED
SUBGRADE
9"
#3 REBAR @ 16" O.C.
(USE FOR ALL BACKING
WIDTHS)
3/4" RADIUS
HAND TOOLED
1 34" RADIUS
HAND TOOLED
2'-3"
9"
2"
11
"
6"
M
I
N
5"
3"
3"
EQ
EQ
3"
#3 REBARS @ 16" O.C.
EACH WAY W/ 14" LAPSPLICE
1'-6"
6"
M
I
N
TO
7
12"
312"
3"
3"
12" LONG #3 REBAR
SPACED @ 36" O.C.
CENTERED WITH JOINT.
AGGREGATE
BASE
COMPACTED
SUBGRADE
CATCH CURB DETAIL @ CONCRETE SLAB
12" MIN
NTS
1
SD1
SHED CURB DETAIL @ CONCRETE SLAB
NTS
2
SD1
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 9A, SHEET SD3.
4.VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
5.USE THIS DETAIL WHEN ADJACENT PAVEMENT SLOPES AWAY FROM CURBING.
AGGREGATE BASE
TO EXTEND PAST CURB
DURING INSTALLATION
3/4" RADIUS
HAND TOOLED
1 34" RADIUS
HAND TOOLED
9"
2"
11
1 2"
612"
5"
3"
3"
EQ
EQ
3"
1'-6"
6"
3"
3"
AGGREGATE
BASE
COMPACTED
SUBGRADE
12" MIN
AGGREGATE BASE
TO EXTEND PAST CURB
DURING INSTALLATION
TANK AREA CURB DETAIL
NTS
3
SD1
CONCRETE BACKING FOR ON-SITE CURB
NTS
5
SD1
AGGREGATE BASE
CURB TRANSITION DETAILS
NTS
6
SD1
12"
8" MIN
12"
8" MIN
2'-3
"
TA
P
E
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8" MIN
18"
25"
2"
7"
6"
6"
27"
SEE SITE PLAN FOR EXACT LOCATIONS
CURB LAYOUT PLAN VIEW
NTS
7
SD1
45° TAPER
2' CONC. BACKING
SEE DETAIL 4
SHEET SD11' CONC. BACKING
SEE DETAIL 4
SHEET SD1
CONCRETE BACKING & PAINT DETAIL
NTS
8
SD1
CLEANOUTS IN
2'x2' CONC. PAD
AGGREGATE BASE
CLEANOUTS IN
2'x2' CONC. PAD
PVC CHASE DETAIL
NTS
9
SD1
1
SD3
CANOPY BOLLARD DETAIL
NTS
10
SD1
REMOVE TOP PORTION OF FOAM PLANK, INSTALL BACKER ROD
AND THEN SEALANT SIMILAR TO DETAIL 9B, SHEET SD3.
SEALANT TO BE FLUSH WITH TOP OF PAVEMENT.
AIR/VAC SERVICE DETAIL
NTS
11
SD1
YARD HYDRANT DETAIL
NTS
12
SD1
3/4" WATER SUPPLY FROM
"SITE WATER SUPPLY" LINE
FILTER
FABRIC
3"8" MIN
AGGREGATE BASE
TO EXTEND PAST CURB BACKING
DURING INSTALLATION
12" LONG #3 REBAR
SPACED @ 36" O.C.
CENTERED WITH JOINT.
WHEN WATER FLOWS AWAY
FROM CURB, SLOPE OF
GUTTER TO MATCH SLOPE OF
ADJACENT PAVEMENT.
1
12
SEE DETAIL 3,
SHEET SD1
FROST LINE
3/4" FEMALE
PIPE THREAD
2'-
0
"
TO
T
O
P
OF
V
A
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V
E
AGGREGATE BASE
1/8" NPT
DRAIN HOLE
1'-51116"
#4 REBARS
#4 REBAR
#4 REBARS
#4 REBAR
1"
O
F
C
O
N
C
.
AB
O
V
E
G
R
A
D
E
5"
O
F
C
O
N
C
.
BE
L
O
W
G
R
A
D
E
1"
O
F
C
O
N
C
.
AB
O
V
E
G
R
A
D
E
TOP
VIEW
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 9A, SHEET SD3.
4.VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
8"
M
I
N
6"
SLOPE OF CURB TO MATCH
ADJACENT PAVEMENT
CONCRETE PAVEMENT
SE
E
P
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FO
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PA
V
E
M
E
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T
TH
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K
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S
S
3"12" MIN
COMPACTED
SUBGRADE
AGGREGATE BASE
TO EXTEND PAST CURB
DURING INSTALLATION
AGGREGATE
BASE
3"
512"512"
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS
HARDENED SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 9A, SHEET SD3.
VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
4.THIS CURB TYPE IS TO BE USED ALONG THE CURB LINE ADJACENT TO THE DRIVEWAY TRENCH
DRAINS. SEE PLAN FOR LOCATIONS.
MONOLITHIC CURB DETAIL
NTS
4
SD1
REMOVE ZIP STRIP AND FILL
WITH SEALANT,
SEE DETAIL 9B, SHEET SD3.
SEALANT TO BE FLUSH WITH
TOP OF PAVEMENT.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF SLAB,
SEE DETAIL3B, SHEET SD3 (TYP).
REMOVE ZIP STRIP AND FILL
WITH SEALANT,
SEE DETAIL 9B, SHEET SD3.
SEALANT TO BE FLUSH WITH
TOP OF PAVEMENT.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF SLAB,
SEE DETAIL 3B, SHEET SD3 (TYP).
3/4" COUPLING
SEE DETAILS 1 & 2, SHEET SD1
FOR INFORMATION NOT SHOWN
SLOPE OF CURB TO MATCH
ADJACENT PAVEMENT
SEE DETAILS 1 & 2, SHEET SD1
FOR INFORMATION NOT SHOWN
#3 REBARS @ 16" O.C.
EACH WAY W/ 14" LAPSPLICE
#3 REBARS @ 16" O.C.
EACH WAY W/ 24" LAPSPLICE
#3 REBARS @ 16" O.C.
EACH WAY W/ 14" LAPSPLICE
COMPACTED
SUBGRADE
12" MIN
MAILBOX LOCATION
TO BE COORDINATED
BY GC. SEE NOTE #3
RW
1
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POLYMER 'SUPREME PAINT',
YELLOW
SEE NOTES FOR ALT.
ST
A
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4/28/2023
ZHEYDENBURG
S221106_Details.dwg
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#
C
-
1
3
1
7
SD2
SEE PAVING PLAN FOR
REINFORCEMENT
C ISOLATION
JOINT
EQ
EQ
2'-0" MIN
1'-0"
#4 STIRRUPS
@ 18" O.C.
AQUADUCT TRENCH DRAIN (TYP.)
#4 @ 18" O.C.
TRANSVERSE BARS
CANOPY DECK
9"
UP
T
O
1
8
"
8"
UP
T
O
3
6
"
L
1'
-
0
"
#4 CONT.
@ 12" O.C.
3" CL
R
#4 CONT. @ 6" O.C.
ENSURE TOP LONGITUDINAL
BARS ARE ON TOP AS SHOWN
ENSURE TOP SURFACE IS CLEAN AND
FREE OF LAITANCE IMMEDIATELY PRIOR
TO PLACING PAVEMENT CONCRETE.
CANOPY DECK
UP
T
O
2
4
"
9"
9"
10
"
10
"
NTS
4
SD2
GREASE TRAP (1500 GALLON CAPACITY)
& SAMPLE WELL DETAILS OR "APPROVED EQUAL"
INITIAL CONCRETE
PLACEMENT
NTS
5
SD2
TYP. CONCRETE DETAIL FOR AQUADUCT TRENCH DRAIN
3"
C
L
R
INSTALL
FOAM OR
WOOD
BRACING
PRIOR
TO
CONCRETE
POUR
1'-0
"
2"
C
L
R
C ISOLATION
JOINT
L
2'-0" MIN
2" CLR
SE
E
P
A
V
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P
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A
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FO
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M
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N
T
TH
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K
N
E
S
S
SEE PAVING PLAN FOR
REINFORCEMENT
NOTES:
1.G.C. MUST READ INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION OF AQUADUCT TRENCH DRAIN.
2.REFER TO DETAIL 6, SHEET SD2 FOR BRACING RECOMMENDATIONS.
4.SOME PROJECTS MAY HAVE MULTIPLE TRENCH DRAINS ON SITE. (REFER TO "GRADING PLAN" FOR EXACT LOCATIONS.)
5.EACH TRENCH DRAIN IS INDIVIDUALLY DESIGNED AND SIZED BY AQUADUCT, INC. (REFERE TO DESIGN SPECS FOR EXACT SIZING.)
UP
T
O
1
2
"
NO
BRACING
REQUIRED
NTS
6
SD2
AQUADUCT TRENCH DRAIN BRACING LAYOUT DETAILS
NOTE:
1.FOR TRENCH DRAINS OVER 36" IN DEPTH,
ADD AN ADDITIONAL LEVEL OF BRACING
FOR EACH ADDITIONAL 12" OF DEPTH.
2X4 @ 18" O.C.
(TYP.)
1X6, CONTINUOUS
(TYP.)
1X6, CONTINUOUS
(TYP.)
1X6, CONTINUOUS
(TYP.)
2X4 @ 18" O.C.
(TYP.)
2X4 @ 18" O.C.
(TYP.)
ISOLATION JOINT
SEE DETAIL 5, SHEET SD3
FOR INFORMATION NOT SHOWN
ISOLATION JOINT
SEE DETAIL 5A, SHEET SD3
FOR INFORMATION NOT SHOWN
3/4" X 10" SQUARE DOWEL AT 24" O.C.
INSTALL USING PNA DOWEL ALIGNER.
DO NOT GREASE DOWEL
1/2" FOAM PLANK WITH
REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 9B, SHEET SD3 (TYP).
PNA SQUARE DOWEL CLIP
AGGREGATE
BASE
ELEVATION
PLAN VIEW
6" VENT SLEEVE
DATE MANUFACTURED
MODEL: GT-1
OUTLET
SAMPLE WELL
SEWER LINE
C-1613MEMBER
EA FSS
RTI
A SSS
NE
EEE
IE GR
I AN S I
O
5 6
I NE
0
0-5 -068
4 1
QU M
TNE
O
C
4" VENT
W
FL2
WWW.PARK-USA.COM
Z1001
120V
GREASE INTERCEPTOR SCHEDULE
LIQUID SURFACE
GRADE
CONCRETE EXTENSION
MFG: ParkUSA
NAMEPLATE INDICATING:
888-611-PARK
INLET
GREASE TRAP
R
NAS
M
E
SS
A
AAA
Y
SE
IG N N
CCO
Y
ET
EPA
Park 2012 C
INTERCEPTOR
8
0
0-2 -8 0 4 1
P A R K EQU PM
T
C
O
INTERCEPTOR
8
2
P A R K E IP
4" VENT
H
FL1
L
R
OTHER SIZES ARE AVAILABLE. CONTACT RACETRAC FOR MORE INFORMATION.
ENGINEERING DATA:
THE GREASE INTERCEPTOR IS STRUCTURALLY & HYDRAULICALLY ENGINEERED
TO CONFORM TO REGIONAL PLUMBING CODES RECOMMENDED IN MOST CITIES.
CONSULT WITH LOCAL AUTHORITIES FOR SPECIFIC APPLICATION
REQUIREMENTS.
SHOP DRAWINGS SHALL INCLUDE COMPLETE STRUCTURAL AND BUOYANCY
CALCULATIONS CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.
CONSULT WITH PARK EQUIPMENT COMPANY FOR EXACT EXCAVATION
DIMENSIONS & SHIPPING INFORMATION.
TYPICAL APPLICATIONS INCLUDE COMMERCIAL AND INDUSTRIAL FOOD
SERVICE KITCHENS WHERE EXCESSIVE GREASE MAY INTERFERE WITH
THE PROPER DRAINAGE OF THE SEWER SYSTEM. THE GREASE
INTERCEPTOR IS GENERALLY BURIED BELOW GRADE FOR GRAVITY
FLOW SEWER SYSTEMS. A SAMPLE WELL IS UTILIZED ON THE OUTLET
SIDE FOR SAMPLING BY THE LOCAL WATER AUTHORITY.
SPECIFICATIONS:
CONCRETE:
CLASS II CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28
DAYS. UNIT IS OF MONOLITHIC CONSTRUCTION AT FLOOR,
FIRST STAGE OF WALL AND BAFFLE WITH SECTIONAL RISER TO
REQUIRED DEPTH. (MONOLITHIC BAFFLE REQUIRED. SLIDE-IN
TYPE IS NOT ACCEPTABLE).
REINFORCEMENTS:
GRADE 60 REINFORCEMENT WITH STEEL REBAR CONFORMING TO
ASTM A615 ON REQUIRED CENTERS OR EQUAL.
C.I. CASTINGS:
MANHOLE FRAMES, COVERS OR GRATES ARE MANUFACTURED OF
GRAY CAST IRON CONFORMING TO ASTM A48-76 CLASS 30.
MANHOLE SHALL BE NOMINAL 24 INCH DIAMETER AND BE
TRAFFIC DUTY.
MODEL
NO.
CAPACITY
USGAL
GREASE
CAP. (LBS)
EMPTY
WT (LBS)
LENGTH
L
WIDTH
W
HEIGHT
H
OUTLET
FL2
INLET
FL1
GT-1500 1,500 3,500 16,050 9'-2"5'-8"7'-0"5'-9"5'-6"
NOTE:
1.ENGINEER OF RECORD APPROVAL
REQUIRED FOR "APPROVED EQUAL".
120V
FROM
KITCHEN
WASTE
INLET AND OUTLET
PIPING PROVIDED
BY OTHERS.
TO PUBLIC
SEWER SYSTEM
PRECAST CONCRETE
INTERCEPTOR
GALVANIZED RISER
SUPPORT (TYPICAL)
INTERIOR EPOXY LINER
6" PVC DOUBLE
TEE MANIFOLD
MONOLITHIC BAFFLE
GREASE SENSOR
CAST IRON FRAME &
COVER (TYP-2)
CABLE & CONDUIT
ROUTED TO ALARM
PANEL BY OTHERS
"SERVICE ALERT PANEL"
NOTIFIES OF GREASE
MAXIMUM CAPACITY
w/ AUDIBLE & VISUAL
ALARM
TO SANITARY
SEWER
FROM KITCHEN
WASTE
NTS
3
SD2
CONDUIT PENETRATION DETAIL
SEAL CANOPY DECK
PENETRATION
CANOPY
COLUMN
CONTINUOUS
THROUGH DECKING
1/2" RIGID
CONDUIT
ON CANOPY
RED-IRON
COLUMN WRAP
REFER TO C100 FUEL CANOPY PLAN &
ELEVATIONS FOR EXACT MATERIAL
1.LIGHT POLES SHALL MEET 139 MPH WIND (Vasd); 180 MPH (Vult).
2.CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH (F'c) OF 3,500 PSI FOR ALL LIGHT POLE FOOTINGS.
3.ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60.
NOTES:
1.LIGHT POLES TO BE SPALDING, PROVIDED BY RACETRAC AND
TO BE INSTALLED BY GENERAL CONTRACTOR. SEE SITE PLAN
FOR POLE LOCATIONS.
2.LIGHT FIXTURES TO BE CREE "EDGE" HIGH OUTPUT AREA
LUMINAIRE WITH A MAXIMUM EFFECTIVE PROJECTED AREA OF
2.0 S.F. (REFER TO "PHOTOMETRIC PLAN" FOR DETAILS). ONE
LIGHT FIXTURE PER POLE.
3.WIND DESIGN CRITERIA BASED ON THE FOLLOWING:
A.ASCE 7-10
B.Vult=180 MPH WITH EXPOSURE C RISK CATEGORY II
C.Vasd=139 MPH
D.IMPORTANCE FACTOR I = 1.0
E.DESIGN WIND PRESSURE = 81.6 PSF
1.LIGHT POLES SHALL MEET 139 MPH WIND (Vasd); 180 MPH (Vult).
2.CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH (F'c) OF 3,500 PSI FOR ALL LIGHT POLE FOOTINGS.
3.ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60.
4.CONCRETE ABOVE FINISH GRADE TO BE SMOOTH WITH RUBBED FINISH.
5.CONCRETE LIGHT POLE BASES TO BE PAINTED TO MATCH BOLLARD.
6"
#6 COPPER WIRE TIED
TO BASE OF NUT
ANCHOR BOLTS DESIGNED AND
PROVIDED BY MANUFACTURER, TYP.
(CENTER ANCHOR BOLTS ON BASE
POST)
FINISH GRADE
COMPACTED
SUBGRADE
TO
P
O
F
G
R
O
U
N
D
RO
D
T
O
B
E
1
2
"
BE
L
O
W
G
R
A
D
E
10'-0" LONG #3 REBAR
(LIGHTING GROUND ROD)
24"
3'
-
0
"
5' (TYP.)
UNLESS NOTED
ON SITE PLAN
CL
EIGHT (8) #6 VERT. BARS
W/ #3 TIES @ 14" O.C.
3"
CL
R
3"
CLR
1" CONDUIT
2'-
0
"
(R
E
F
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R
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'
-
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M
A
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.
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9'
-
0
"
M
I
N
.
E
M
B
E
D
M
E
N
T
2'
-
6
"
12.75" O.D., 0.25" WALL STEEL TUBE FURNISHED
AND INSTALLED BY G.C. BASE POSTS TO BE PLUMB
AND ALIGNED IN A STRAIGHT LINE, FILLED WITH
CONCRETE AND TOPS TO BE GROUND SMOOTH
WITH SQUARE EDGE, THEN PRIMED WITH "END
RUST" BY DURO AND PAINTED WITH INDUSTRIAL,
OIL BASED, ENAMEL. COLOR TO MATCH CANOPY
COLUMNS. #6 COPPER WIRE TIED TO
BASE OF NUT.
COVER PLATE TO FACE STORE (TYP).
TOP OF GROUND
ROD TO BE 12"
BELOW GRADE
1" CONDUIT
10
'
-
0
"
'
(
R
E
F
E
R
T
O
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FO
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)
4'
-
0
"
M
I
N
.
EM
B
E
D
M
E
N
T
30 34"
12 3 4"
ANCHOR BOLTS DESIGNED AND PROVIDED BY
MANUFACTURER, TYP.
(CENTER ANCHOR BOLTS ON BASE POST)JOINT SEE DETAIL 12A,
SHEET SD4.
CL
#3 REBAR CONTINUOUS WITH 12" LAP SPLICE
SEE DETAIL 11A, SHEET SD4
3" CLR
12
BUILDING SIDEWALK CONCRETE
TURNDOWN DEPTH OF
SIDEWALK TO
MATCH DEPTH OF
PARKING PAVEMENT
NOTES:
1.LIGHT POLES TO BE AAL, PROVIDED BY RACETRAC AND TO BE
INSTALLED BY GENERAL CONTRACTOR. SEE SITE PLAN FOR
POLE LOCATIONS.
2.LIGHT FIXTURES TO BE AAL - SPECTRA SP2 AREA LIGHTING
MODEL STR-Y4-2050 FCO-MOD (KB6-12LED)-DB-POST TOP
MOUNT WITH A MAXIMUM EFFECTIVE PROJECTED AREA OF
0.63 S.F. (REFER TO "PHOTOMETRIC PLAN" FOR DETAILS). ONE
LIGHT FIXTURE PER POLE.
3.WIND DESIGN CRITERIA BASED ON THE FOLLOWING:
A.ASCE 7-10
B.Vult=180 MPH WITH EXPOSURE C RISK CATEGORY II
C.Vasd=139 MPH
D.IMPORTANCE FACTOR I = 1.0
E.DESIGN WIND PRESSURE = 42.8 PSF
7
SD2
DECORATIVE LIGHTING SECTION
180 MPH WIND (VULT)10'-0" LONG #3 BAR (LIGHTING GROUND ROD)
8
SD2
SITE LIGHTING SECTION
180 MPH WIND (VULT)
EMBEDDED SQUARE DOWEL POCKET FORMER
WITH DIAMOND DOWEL PLATE, SEE DETAIL 2,
SHEET SD3
REMOVE ZIP STRIP AND FILL WITH SEALANT,
SEE DETAIL 3B, SHEET SD3 (TYP). SEALANT
TO BE FLUSH WITH TOP OF PAVEMENT
1/2" CLOSED CELL FOAM PLANK WITH
REMOVABLE ZIP STRIP, FULL DEPTH OF
PAVEMENT, WRAPPED AROUND BOLLARD
TO ENSURE COMPLETE SEPARATION OF
CONCRETE AND BOLLARD. SEE DETAIL 3B,.
SHEET SD3 (TYP)
DISPENSER ISLAND DETAIL
NTS
1
SD2
CANOPY ACCESSORIES LAYOUT
NTS
2
SD2
STORE SIDE
STREET SIDE
3/4" RIGID CONDUIT FROM STORE
TO CANOPY FOR SPEAKER
WIRE & CAMERA CONDUIT.
RUN UP COLUMN AND THRU DECK;
SEAL PENETRATION.
123456789101112
WASH
BUCKET
SPEAKER
1/2" RIGID CONDUIT
ON CANOPY STEEL TO
EACH SPEAKER LOCATION.
YARD
HYDRANT
DETAIL 12,
SHEET SD1
TRASH CAN
(TYP)
NOTES:
1.SINGLE ROW OF EIGHT (8) SINGLE COLUMN MPD'S.
2.SIXTEEN (16) FUELING POSITIONS.
3.REFER TO CANOPY PLANS FOR CANOPY DIMENSIONS
AND COLUMN LOCATIONS.
4.CONDUIT TO BE DRILLED AND RUN THROUGH
COLUMN
SPEAKERSPEAKER
WASH
BUCKET
WASH
BUCKET
WASH
BUCKET
WASH
BUCKET
WASH
BUCKET
1314
SPEAKER
WASH
BUCKET
1516
WASH
BUCKET
CANOPY
TWO 1" SPARE
RIGID CONDUITS
IN ADDITION
TO CONDUITS
SHOWN
IN ELECTRICAL
PLANS
YARD
HYDRANT
DETAIL 12,
SHEET SD1
TRASH CAN (TYP.)
SEE SITE PLAN FOR
LOCATIONS
PRODUCT
DISPENSER
12' - 7"
4' - 4"2'5'
9"
1'-
6
"
9"
1'-3"
2'-
6
"
10' - 7"
CONCRETE BOLLARD
DETAIL 10, SHEET SD1
(TYP)
CANOPY COLUMN
NOTE: ISLAND TO SIT 2"-MIN / 4"-MAX FROM EXISTING GRADE
max 4"
min 2"
ISOLATION JOINT
SEE DETAIL 5, SHEET SD3
FOR INFORMATION NOT SHOWN
MPD
EXISTING GRADE
3' - 6"
MIN 5%
MAX 4
5
%
MIN
5
%
MAX
4
5
%
9"±
FLOAT ISLAND LATERALLY TO
MAINTAIN SLOPE STANDARDS
IN REFERENCE TO CONCRETE
SLUMP
9"±
FLOAT ISLAND LATERALLY TO
MAINTAIN SLOPE STANDARDS
IN REFERENCE TO CONCRETE
SLUMP
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VERSIONSHEET NO.
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SCALE
DRAWN-BY
DRAWING NAME:
DATE
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#
C
-
1
3
1
7
CONSTRUCTION, CONTRACTION
OR ISOLATION JOINT.
SEE DETAILS 3, 4 OR 5,
SHEET SD3 FOR INFORMATION.
DO NOT LET
REINFORCEMENT
CROSS JOINT (TYP)
2 - #4
1-1/2" CLR
FROM TOP
1/2" CLOSED CELL FOAM PLANK WITH
REMOVABLE ZIP STRIP, WRAPPED AROUND
PENETRATION, FULL DEPTH OF PAVEMENT.
REMOVE ZIP STRIP AND FILL WITH SEALANT.
SIMILAR TO DETAIL 9B, SHEET SD3 WITH
SEALANT FLUSH WITH TOP PAVEMENT.
PAVEMENT
PENETRATION
NOTE TO CIVIL ENGINEERING COMPANY
TYPICALLY USE "MODERATE" EXPOSURE FROM TABLE. CONTACT EPM IF EXPOSURE CLASS SHOULD BE CHANGED.
ISOLATION
JOINT
CL
GENERAL CONCRETE PAVEMENT NOTES
1.REVIEW AND VERIFY ALL AS-BUILT CONDITIONS WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMISSION OF SHOP
DRAWINGS AND ANY FABRICATION.
2.INDUSTRY STANDARDS GOVERNING THIS WORK ARE OF THE LATEST ISSUE AT THE DATE OF THIS DRAWING RELEASE.
3.ENSURE STORAGE, HANDLING, PREPARATION, INSTALLATION, ETC. OF ALL MATERIALS ARE IN ACCORDANCE WITH
MANUFACTURER'S / VENDOR'S PRINTED RECOMMENDATIONS AND INSTRUCTIONS.
PAVEMENT SUBGRADE AND BASE NOTES
1.ENSURE TESTING AGENCY VERIFIES THE SUBGRADE IS COMPACTED TO THE SPECIFIED MAXIMUM DRY DENSITY AS
DETERMINED BY THE GEOTECHNICAL ENGINEER. RECOMPACT SOFT AREAS AS DIRECTED BY THE GEOTECHNICAL
ENGINEER. TESTING AGENCY TO PROVIDE A LETTER REPORT TO THE OWNER'S REPRESENTATIVE STATING THAT THE
SUBGRADE HAS BEEN PROPERLY COMPACTED.
2.ENSURE TESTING AGENCY EVALUATES THE SUBGRADE BY PROOF-ROLLING. PROOF ROLLING TO BE DONE BY A FULLY
LOADED TANDEM-AXLE DUMP TRUCK OR OTHER EQUIVALENTLY WHEELED VEHICLE ACCEPTABLE TO THE TESTING
AGENCY. REPAIR SOFT AREAS THAT DEPRESS DEEPER THAN 1/2 INCH AS DIRECTED BY THE TESTING AGENCY.
TESTING AGENCY TO PROVIDE A LETTER REPORT TO THE OWNER'S REPRESENTATIVE STATING THE SUBGRADE HAS
BEEN PROOF-ROLLED AND IS ACCEPTABLE. ** DO NOT PROOF-ROLL ON TOP OF OR WITHIN 5 FEET OF THE EDGE OF
THE UNDERGROUND STORAGE TANK LOCATIONS.
A.IF APPLICABLE, THIS PROCESS SHOULD BE IMPLEMENTED AFTER COMPLETION OF THE ROUGH GRADING AND SHOULD BE REPEATED
BEFORE THE PLACEMENT OF THE SLAB.
B.IF RUTTING OR PUMPING IS EVIDENT AT ANY TIME DURING PREPARATION OF THE SUBGRADE, SUBBASE, BASE ROLLING, OR SLAB
PLACEMENT, CORRECTIVE ACTION SHOULD BE TAKEN. FULL SOIL SUPPORT HAS BEEN ACHIEVED IF THE ROLLED AREA IS OBSERVED TO
BE FIRM AND UNYIELDING, WITH NO DEPRESSIONS GREATER THAN 1/2 IN. RUTTING NORMALLY OCCURS WHEN THE SURFACE OF THE
BASE OR SUBBASE IS WET, GREATER THAN THREE PERCENTAGE POINTS ABOVE OPTIMUM MOISTURE CONTENT, AND THE UNDERLYING
SOILS OR SUBGRADE ARE FIRM. PUMPING NORMALLY OCCURS WHEN THE SURFACE OF THE BASE OR SUBBASE IS DRY AND THE
UNDERLYING SOILS ARE WET.
C.REPAIRS SHOULD INCLUDE, BUT NOT BE LIMITED TO, RAKING SMOOTH OR CONSOLIDATING WITH SUITABLE COMPACTION EQUIPMENT.
3.AGGREGATE BASE MATERIAL:
A.COARSE AGGREGATE BASE: CRUSHER RUN WITH ROCK FINES. USE ASTM D448, NO. 467, 57 OR 67 BLEND ONLY IF
NOTED OR ALLOWED.
B.FINE AGGREGATE BASE: CLEAN SCREENINGS ASTM D 448, NO. 10 WITH 6% TO 12% PASSING NO. 200 SIEVE.
5.AGGREGATE BASE MATERIAL INSTALLATION:
A.COMPACT COARSE AGGREGATE BASE TO FINAL THICKNESS SHOWN IN LAYERS NOT EXCEEDING 6 INCHES, WITH
MINIMUM OF 2 PASSES PER LAYER WITH A VIBRATORY COMPACTOR.
B.COMPACT BASE TO THE SPECIFIED MAXIMUM DRY DENSITY AS DETERMINED BY THE GEOTECHNICAL ENGINEER.
C.CHOKE-OFF TOP SURFACE OF COARSE AGGREGATE BASE WITH FINE AGGREGATE BASE MATERIAL DUE TO THE
FOLLOWING:
C.1.AS REQUIRED TO MEET FINE GRADE ELEVATION TOLERANCES SPECIFIED.
C.2.WHERE COARSE AGGREGATE BASE MATERIAL DOES NOT HAVE SUFFICIENT FINE PARTICLES TO PRODUCE A
SURFACE THAT IS FREE OF EXPOSED AGGREGATE OR SURFACE VOIDS IMMEDIATELY PRIOR TO PAVEMENT
INSTALLATIONS.
D.COMPACT FINE AGGREGATE BASE CHOKE-OFF LAYER WITH A MINIMUM OF 2 PASSES WITH A VIBRATORY
COMPACTOR.
E.TOP SURFACE OF BASE MATERIAL TO BE DRY, SMOOTH, FLAT, DENSE SURFACE IMMEDIATELY BEFORE PLACING
CONCRETE.
6.ENSURE TESTING AGENCY VERIFIES AGGREGATE BASE IS COMPACTED TO THE SPECIFIED MAXIMUM DRY DENSITY AS
DETERMINED BY THE GEOTECHNICAL ENGINEER IMMEDIATELY PRIOR TO PLACING PAVEMENT. TESTING AGENCY TO
PROVIDE LETTER REPORT TO OWNER'S REPRESENTATIVE STATING THE BASE IS ACCEPTABLE.
7.NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF UNUSUAL SOIL CONDITIONS ARE FOUND.
8.PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY CORNERS, ETC. RESTORE ALL ITEMS DAMAGED, AS REQUIRED
BY OWNER, AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. ** DO NOT ALLOW STORED
EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA, DAMAGE TO SURROUNDING AREAS, OR STAIN
ADJACENT CONCRETE.
9.DISPOSE OF EXCAVATED MATERIAL AS REQUIRED BY OWNER'S REPRESENTATIVE.
CONCRETE PAVEMENT NOTES:
1.CONFORM TO ACI 318 AND 117 FOR THE DESIGN AND PLACEMENT OF CONCRETE, REINFORCING, AND RELATED ITEMS.
2.CONFORM TO ACI 306.1 FOR COLD WEATHER CONCRETING AND ACI 305R WHEN ANY COMBINATION OF HIGH
TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY TEND TO IMPAIR THE QUALITY OF THE CONCRETE.
REJECT CONCRETE IF ITS TEMPERATURE AT TIME OF PLACEMENT IS 90 DEGREES FAHRENHEIT (°F) OR ABOVE.
PROTECT SURFACES OF EXPOSED CONCRETE FROM PRECIPITATION DAMAGE UNTIL ADEQUATE STRENGTH IS GAINED
TO PREVENT DAMAGE.
A.MINIMUM CONDITIONS FOR CONCRETE PLACEMENT-
·AMBIENT CONDITIONS - 35° AND RISING
·AGGREGATE BASE TEMP - 45° AND RISING
·CONCRETE TEMPERATURE - 65° (+/- 5°)
·CURE APPLICATION - 45° AND RISING
3.CONFORM TO ACI 302.1R, 304R, 308, 309R AND 347R FOR CONCRETE, FORM WORK, CURING, AND RELATED ITEMS. CONFORM TO CRSI
MANUAL OF STANDARD PRACTICE AND CRSI PLACING REINFORCING BARS FOR PLACING REINFORCING.
4.PROVIDE A MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS OF 3500 psi.
5.PROVIDE A MINIMUM CEMENTITIOUS CONTENT IN ACCORDANCE WITH ACI 302.1R AND A MAXIMUM WATER/CEMENTITIOUS RATIO OF
0.50. MEASURE AND MIX CONCRETE IN ACCORDANCE WITH ACI 211.1. AIR ENTRAIN CONCRETE EXPOSED TO THE WEATHER. USE SLUMP OF
FIVE INCHES (+1/2 INCH, -ONE INCH).
6.SUBMIT FOR APPROVAL MIX DESIGNS AND TEST RESULTS FOR COMPRESSIVE STRENGTH, SLUMP, AND AIR ENTRAINMENT. INCLUDE
STANDARD DEVIATIONS AND AVERAGE COMPRESSIVE STRENGTHS FOR FIELD DATA. INCLUDE BRAND NAME AND CHEMICAL COMPOSITION
OF ALL ADMIXTURES. INCLUDE AGGREGATE TYPE, SOURCE, AND AGGREGATE GRADATION WITH PERCENT RETAINED ON EACH SIEVE FOR
EACH AGGREGATE SIZE GROUP AND TOTAL COMBINED FOR ALL SIZE GROUPS. SUBMIT 14 DAYS MINIMUM PRIOR TO USE.
7.MIX AND TRANSPORT READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94, EXCEPT REDUCE MAXIMUM DISCHARGE TIME TO 75 AND
60 MINUTES FOR AIR TEMPERATURES OF 85-90 AND 90 F, RESPECTIVELY.
8.THE OWNER'S TESTING AGENCY WILL TEST SAMPLES OF CONCRETE FOR COMPRESSIVE STRENGTH, AIR ENTRAINMENT, SLUMP, DENSITY
(UNIT WEIGHT) AND TEMPERATURE IN ACCORDANCE WITH ASTM C31, C39 AND C138 FROM THE FIRST TRUCK EACH DAY AND THEN EACH
100 CUBIC YARDS FOR EACH TYPE OF CONCRETE PLACED PER DAY, BUT NOT LESS THAN ONCE FOR EACH DAY OF CONCRETE PLACEMENT.
WHEN ABOVE SCHEDULE PROVIDES LESS THAN FIVE TESTS PER TYPE OF CONCRETE, TEST FIVE RANDOM BATCHES. IF FEWER THAN 5
BATCHES ARE USED, TEST EACH BATCH. IF CONCRETE IS PUMPED, ENSURE TEST SAMPLES ARE TAKEN AT THE POINT OF PLACEMENT. EACH
COMPRESSIVE TEST SHALL CONSIST OF FOUR TEST CYLINDERS TO BE TESTED AS FOLLOWS: ONE AT SEVEN DAYS, TWO AT 28 DAYS, ONE
RESERVE.
9.CONFORM TO THE FOLLOWING:
A.CEMENT: ASTM C 150.
1. TYPE I-II, II OR TYPE I CEMENT WITH MAXIMUM C3A CONTENT OF 8%.
B.AGGREGATES:
1.ASTM C33, SUBJECT TO SEVERE WEATHERING AND ABRASION, SURFACE APPEARANCE IS IMPORTANT.
2.OF TOTAL COMBINED COARSE AND FINE AGGREGATES PER MIX DESIGN, DO NOT ALLOW MATERIAL RETAINED ON ANY ONE SIEVE TO BE
LESS THAN 6% NOR MORE THAN 24% OF TOTAL BY WEIGHT, EXCEPT:
(1)LARGEST COARSE AGGREGATE SIZE TO BE #4 STONE. RETAIN 1% TO 8% OF TOTAL COMBINED AGGREGATES PER MIX DESIGN ON
LARGEST SIEVE WITH RETAINED AGGREGATE.
(2)NO. 30 AND 50 SIEVES TO BE 6% TO 15%.
(3)NO. 100 SIEVE TO BE 2% TO 5%.
3.GRADATION REQUIREMENTS OF ASTM C33 MAY BE WAIVED, IF ALLOWED BY ENGINEER, IN ORDER TO MEET 6% - 24% RANGE NOTED
ABOVE.
C.WATER: CLEAN AND POTABLE.
D.AIR ENTRAINMENT: ASTM C260.
E.WATER-REDUCER: ASTM C494, TYPE A, OR D IF APPROVED. NON-CHLORIDE TYPE.
F.RETARDER: ASTM C494, TYPE B OR D.
G.ACCELERATOR: ASTM C494, TYPE C OR E. NON-CHLORIDE AND NON-THIOCYANATE TYPE.
H.FLY ASH: ASTM C 618, CLASS C OR F, EXCEPT LOSS ON IGNITION NOT TO EXCEED 3%.
I.SLAG: ASTM C989, GRADE 100 MINIMUM.
J.AGGREGATE BASE: CRUSHER RUN WITH ROCK FINES COMPACT WITH A MINIMUM OF TWO PASSES WITH A SMOOTH VIBRATORY
COMPACTOR.
K.JOINT BACK-UP MATERIAL: POLYETHYLENE FOAM, 100% CLOSED CELL.
L.FIRM PREFORMED JOINT FILLER (PJF): ASTM D 1751, NONEXTRUDING, USE FULL DEPTH OF CONCRETE.
M.SOFT PREFORMED JOINT FILER: “EXPANSION-JOINT FILLER” BY SONNEBORN, “DECK-O-FOAM” BY W. R. MEADOWS, OR “CERAMAR”
FLEXIBLE FOAM BY W. R. MEADOWS. USE FULL DEPTH OF CONCRETE.
N.EVAPORATION RETARDANT: “EUCO-BAR” BY EUCLID, “CONFILM” BY MASTER BUILDERS OR AQUAFILM BY DAYTON SUPERIOR
O.LOAD PLATE DOWELS AND CLIPS: PNA, 1-800-542-0214
P.DIAMOND DOWELS AND POCKET FORMERS: DIAMOND DOWEL SYSTEM BY PNA. 1-800-542-0214, SPEED PLATE SYSTEM BY
GREENSTREAK GROUP, INC 1-800-325-9504.
Q.PAVEMENT SEALANT: DOW 888 BY DOW CORNING, 301 NS BY PECORA, SPECTRUM 800 OR 900 BY TREMCO.
R.LIQUID CURING AND SEALING COMPOUND: ASTM C1315, TYPE I, STYRENE ACRYLATE OR METHACRYLATE TYPE, 29% MINIMUM SOLIDS
CONTENT, CLEAR, NON-YELLOWING, STYRENE BUTADIENE NOT ALLOWED AS PART OF BLEND.
S.REBAR SUPPORT DEVICES: CRSI MANUAL OF STANDARD PRACTICE.
10.DO NOT USE MANUFACTURED SAND EXCEPT AS A BLEND WITH NATURAL SAND AND/OR AS APPROVED BY ENGINEER.
11.IF POZZOLAN IS APPROVED, ENSURE WEIGHT OF POZZOLAN DIVIDED BY SUM OF CEMENT AND POZZOLAN WEIGHTS IS AT LEAST 15% AND
DOES NOT EXCEED FOLLOWING:
A.FLY ASH:
CLASS C FLY ASH: 25%.
CLASS F FLY ASH: 20%.
B.SLAG: 30%
12.DO NOT USE CALCIUM CHLORIDE AS PART OF ADMIXTURE OR BY ITSELF.
13.ENSURE REINFORCING BARS CONFORM TO ASTM A615 GRADE 60, DEFORMED
14.THE GEOTECHNICAL ENGINEERING REPORT INDICATES THAT THE SOILS ON-SITE HAVE A XXXXXXXX SULFATE EXPOSURE. WHERE IMPORTED
FILL OR BASE MATERIALS ARE IN CONTACT WITH CONCRETE, THE SULFATE CONTENT AND EXPOSURE OF THESE MATERIALS SHALL BE
ACQUIRED BY TEST. SUBMIT ALL TEST RESULTS WITH CONCRETE MIX DESIGNS. FAILURE TO PROVIDE SUPPORTING TEST RESULTS FROM AN
ACCREDITED TESTING LABORATORY WILL REQUIRE THE CONCRETE MIX TO BE PROPORTIONED FOR VERY SEVERE SULFATE EXPOSURE AT NO
ADDITIONAL COST OR DELAY IN THE PROJECT SCHEDULE.
15.CONCRETE SHALL BE PROPORTIONED TO MEET THE PROJECT SPECIFICATIONS AND THE MINIMUM CRITERIA ESTABLISHED IN "TABLE A" (THIS
SHEET) BASED ON THE SULFATE EXPOSURE FROM ANY ADJACENT SOILS OR FILL MATERIALS.
16.ADDITIONALLY, EXTERIOR CONCRETE EXPOSED TO FREEZING TEMPERATURES AND/OR SALT OR DEICING CHEMICALS SHALL HAVE AIR
ENTRAINMENT AND THE CEMENT CONTENT APPROPRIATE FOR THE EXPECTED EXPOSURE.
A.MINIMUM 4500 psi AND A 0.45 w/cm RATIO. AIR ENTRAIN CONCRETE TO PROVIDE 6% (+/ 1.5%) AIR. PROVIDE SLUMP OF FIVE INCHES
(+/-ONE INCH) AT POINT OF CONCRETE PLACEMENT.
17.CONCRETE TO MEET DURABILITY REQUIREMENTS OF ACI 301. FREEZING AND THAWING EXPOSURE CATEGORY TO BE [F0] [F1] [F2] [F3],
SULFATE EXPOSURE CATEGORY TO BE [S0] [S1] [S2] [S3], AND CORROSION PROTECTION EXPOSURE CATEGORY TO BE [C0] [C1] [C2]. PROVIDE
A MINIMUM CONCRETE
COMPRESSIVE STRENGTH AT 28 DAYS OF [3500 PSI] [4000 PSI] [4500 PSI] [5000 PSI] WITH MAXIMUM WATER/CEMENTITIOUS RATIO OF [0.55]
[0.50] [0.45] [0.40].
18.ENSURE REINFORCING BARS CONFORM TO ASTM A615 GRADE 60, DEFORMED.
19.PROVIDE CLASS B TENSION LAP SPLICES PER ACI 318, FOR CONCRETE STRENGTH AND BAR LOCATIONS NOTED.
20.MAINTAIN FULL THICKNESS FOR DEPRESSED OR SLOPED PAVEMENTS.
21.** DO NOT ADD WATER OR PLAIN CEMENT TO ANY PAVEMENT SURFACE DURING FINISHING OPERATIONS.
22.PERFORM NO FINISHING OPERATION WHILE WATER IS PRESENT ON PAVEMENT SURFACE.
23.STRIKE OFF CONCRETE TO REQUIRED ELEVATIONS AND IMMEDIATELY START FINISHING/FLATTENING OPERATIONS. ENSURE FINISHING
OPERATIONS ARE NO MORE THAN NECESSARY TO REMOVE IRREGULARITIES AND MEET SPECIFIED TOLERANCES. USE A HIGHWAY
STRAIGHTEDGE 10-FOOT-WIDE MAXIMUM, UNLESS OTHERWISED ALLOWED BY OWNER'S REPRESENTATIVE, IN ORDER TO CUT OFF HIGH
SPOTS AND FILL IN LOW SPOTS. PERFORM FINISHING OPERATIONS AS NECESSARY TO ENSURE PAVEMENT WILL DRAIN WELL. UNIFORMLY
FINISH SURFACE TO TEXTURE PREVIOUSLY APPROVED BY OWNER'S REPRESENTATIVE. ** DO NOT ALLOW SURFACE TO DRY DURING
FINISHING OPERATIONS AND BEFORE CURING COMPOUND IS APPLIED; USE EVAPORATION RETARDANT AS NECESSARY TO PREVENT SURFACE
DRYING AND PLASTIC SHRINKAGE CRACKS.
24.FOR TOLERANCES CONFORM TO ACI 117 AND ACI 347R, EXCEPT AS NOTED BELOW:
A.PAVEMENT AGGREGATE BASE FINE GRADE +0, -3/4 INCH.
B.MINIMUM PAVEMENT TOLERANCE: -3/4 INCH.
C.WHEN COMPUTING THE AVERAGE OF ALL SAMPLES, SAMPLES WITH A THICKNESS MORE THAN ¾ INCH ABOVE THE SPECIFIED
THICKNESS SHALL BE ASSUMED TO HAVE A THICKNESS OF 3/4 INCH MORE THAN THE SPECIFIED THICKNESS.
D.AVERAGE PAVEMENT THICKNESS TOLERANCE: -0.
E.THICKNESS SAMPLES ARE TO BE RANDOMLY LOCATED FROM EACH PAVEMENT PLACEMENT AND NOT EXCEED 1000 SQUARE FEET OF
PAVEMENT SURFACE AREA.
25.START SAWING PAVEMENT CONTRACTION JOINTS USING A "SOFF-CUT" SAW, BLADES AND SKID PLATES AS SOON AS CONCRETE HAS
HARDENED SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES. UNLESS RAVELING OR DISLODGING OCCURS, COMPLETE
SAWING OF JOINTS WITHIN THE MAXIMUM ELAPSED TIME LIMIT NOTED BELOW, BUT PREFERABLY LESS. THE SPECIFIED TIME FOR ANY ONE
LOCATION STARTS WHEN FINISHING OPERATIONS ARE COMPLETE FOR THAT LOCATION. THE SPECIFIED TEMPERATURE IS THE MAXIMUM AIR
TEMPERATURE IN DEGREES FAHRENHEIT (°F) THAT OCCURS WITHIN THE SPECIFIED TIME LIMIT. THE ELAPSED TIME MAY NEED TO BE
SHORTENED EVEN MORE IF DRY AND OR WINDY CONDITIONS ARE PRESENT. ENSURE JOINTS ARE CLEANED AFTER SAWING AND REMAIN
CLEAN UNTIL SEALED.
MAX DEGREES FAHRENHEIT (°F) MAX ELAPSED HOURS
85 AND ABOVE 1
60 - 84 2
50 - 59 3
40 - 49 4
26.START CURING AS SOON AS CONCRETE SURFACE WILL NOT BE DAMAGED BY CURING OPERATIONS.
27.ENSURE PAVEMENT SURFACE IS PROTECTED FROM EQUIPMENT SCRAPES, IMPACT ABRASIONS, STAINS, ETC. REPAIR PAVEMENT SURFACE AS
DIRECTED BY OWNER'S REPRESENTATIVE. ENSURE VEHICLES AND EQUIPMENT ARE DIAPERED TO PREVENT OIL OR OTHER FLUID LEAKS FROM
STAINING THE PAVEMENT. VEHICLE AND EQUIPMENT TRAFFIC IS PROHIBITED UNTIL THE COMPLETION OF PAVEMENT CURING PERIOD
(MINIMUM OF SEVEN CONSECUTIVE DAYS).
28.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PROCESS, CIVIL AND VENDOR'S DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN.
COORDINATE AND PLACE ALL EMBEDDED ITEMS SHOWN ON THE DRAWINGS OR REQUIRED BY ALL TRADES.
29.PRE-CONSTRUCTION MEETINGS:
A.ATTEND PRE-CONSTRUCTION / PLACEMENT MEETING TO BE SCHEDULED AT LEAST 7 DAYS BEFORE STARTING MAIN CONCRETE
PAVEMENT.
B.ATTENDANCE DESIGNATED BY THE OWNER'S REPRESENTATIVE AND THE FOLLOWING:
STRUCTURAL SERVICES INC. REPRESENTATIVE (863-393-4495), TESTING AGENCY, CONTRACTOR, CONCRETE SUPPLIER (INCLUDING QUALITY
CONTROL PERSONNEL), AND SUBCONTRACTORS FOR SUBGRADE AND BASE PREPARATION, REINFORCEMENT, PUMPING OR OTHER MEANS
OF CONVEYING,PLACEMENT, FINISHING, SAWING, FORMWORK, AND OTHER PERTINENT PORTIONS OF WORK.
C.REPRESENTATIVES ARE TO BE PERSONNEL WHO ARE DIRECTLY INVOLVED IN PROJECT AND WHO HAVE AUTHORITY TO CONTROL WORK.
SLAB PENETRATIONS DETAIL (SSW, BOLLARD,ETC)
NTS
1
SD3
2 - #4
1-1/2" CLR
FROM TOP
1" CLR
(TYP)
1'-6"
(TYP)
3"
(MIN)
CONSTRUCTION JOINT PARTIAL PLAN DETAIL
NTS
4
SD3
NTS
4C
SD3
CONSTRUCTION JOINT INTERSECTION
PARTIAL PLAN DETAIL
#3 X 24" LONG REBAR SPACED AT 16" O.C.
CENTERED WITH JOINT.
TOP OF PAVEMENT
D/
2
CL
CHAIRS REQUIRED FOR REBAR
ALIGNMENT DURING
CONCRETE PLACEMENT
SLAB CONSTRUCTION JOINT SECTION
NTS
4A
SD3
CONSTRUCTION
JOINT
SLAB DEPTH = D
(SEE PAVING PLAN
FOR THICKNESS)
SEE PAVING PLAN FOR
REINFORCEMENT
SLAB CONSTRUCTION JOINT SECTION
NTS
4B
SD3
CL
3"3"
IMMEDIATELY AFTER REMOVING BULKHEAD, APPLY
CURING COMPOUND TO PAVEMENT VERTICAL EDGE
AT A COVERAGE RATE OF 300 SF MAX PER GALLON.
PROVIDE SKIM COAT OF FINE AGGREGATE BASE ON TOP OF
COARSE AGGREGATE BASE IF SURFACE IS NOT SMOOTH.
ENSURE SURFACE IS SMOOTH AND PLANAR IMMEDIATELY
PRIOR TO PLACING CONCRETE.
COARSE AGGREGATE BASE
SEE PLAN FOR
REINFORCEMENT
CONSTRUCTION
JOINT
TOP OF PAVEMENT
D/
2
SLAB DEPTH = D
(SEE PAVING PLAN
FOR THICKNESS)
5A
SD3
24
"
24
"
NTS
5
SD3
ISOLATION JOINT PARTIAL PLAN DETAIL
2" CLR
2" CLR
SU
B
G
R
A
D
E
SU
B
G
R
A
D
E
PROVIDE SKIM COAT OF FINE AGGREGATE BASE ON TOP OF
COARSE AGGREGATE BASE IF SURFACE IS NOT SMOOTH.
ENSURE SURFACE IS SMOOTH AND PLANAR IMMEDIATELY
PRIOR TO PLACING CONCRETE.
COARSE AGGREGATE BASE
ISOLATION JOINT SECTION
NTS
5A
SD3
CL
3"3"
IMMEDIATELY AFTER REMOVING BULKHEAD, APPLY
CURING COMPOUND TO PAVEMENT VERTICAL EDGE
AT A COVERAGE RATE OF 300 SF MAX PER GALLON.
PROVIDE SKIM COAT OF FINE
AGGREGATE BASE ON TOP OF
COARSE AGGREGATE BASE IF
SURFACE IS NOT SMOOTH.
ENSURE SURFACE IS SMOOTH
AND PLANAR IMMEDIATELY
PRIOR TO PLACING CONCRETE.
COARSE AGGREGATE
BASE
ISOLATION
JOINT
TOP OF PAVEMENT
D/
2
SLAB DEPTH = D
(SEE PAVING PLAN
FOR THICKNESS)
2" CLR
SU
B
G
R
A
D
E
ISOLATION JOINT
REMOVE ZIP STRIP AND FILL
WITH JOINT SEALANT,
SEE DETAIL 3A OR 3B, SHEET
SD3.
TOP OF PAVEMENT
CL
SLAB CONTRACTION JOINT SECTION
NTS
3
SD3
CONTRACTION
JOINT
SLAB DEPTH = D
(SEE PAVING PLAN
FOR THICKNESS)
SEE PAVING PLAN FOR
REINFORCEMENT
2" CLR
SU
B
G
R
A
D
E
PROVIDE SKIM COAT OF FINE AGGREGATE BASE ON TOP OF
COARSE AGGREGATE BASE IF SURFACE IS NOT SMOOTH.
ENSURE SURFACE IS SMOOTH AND PLANAR IMMEDIATELY
PRIOR TO PLACING CONCRETE.
COARSE AGGREGATE BASE
SAWCUT TO BE
1/8" WIDE BY 1" MIN. TO 1-1/2" MAX. DEEP "SOFF-CUT".
PCC JOINT
SEE DETAIL 3A OR 3B,
SHEET SD3
12
1
PAVEMENT
ISOLATION JOINTL
NTS
5B
SD3
C
SLAB DEPTH
(SEE PAVING PLAN
FOR THICKNESS)
ISOLATION JOINT @ TANK PAD
AND DUMPSTER PAD PAVEMENT SECTION
TOP OF PAVEMENT
3"3"
TANK OR DUMSTER
PAVEMENT
TANK OR DUMPSTER
SLAB DEPTH = D
(SEE PAVING PLAN
FOR THICKNESS)
D/
2
SU
B
G
R
A
D
E
2" CLR
NOTE:
1.THIS SECTION ASSUMES THE TANK
OR DUMPSTER PAD PAVEMENT WILL
BE PLACED PRIOR TO THE THINNER
MAIN PAVEMENT.
COARSE AGGREGATE BASE
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 3A OR 3B, SHEET SD3.
PROVIDE SKIM COAT OF FINE AGGREGATE BASE ON TOP OF COARSE
AGGREGATE BASE IF SURFACE IS NOT SMOOTH. ENSURE SURFACE IS
SMOOTH AND PLANAR IMMEDIATELY PRIOR TO PLACING CONCRETE.
PCC JOINT
SEE DETAIL 9A,
SHEET SD3
PCC JOINT
SEE DETAIL 3A or 3B,
SHEET SD3
SD3
NOTES:
1.SLAB PENETRATIONS INCLUDE,
BUT ARE NOT LIMITED TO,
BOLLARDS, MANHOLES, INLETS,
CLEANOUTS, WATER VALVES, ETC.
2.DO NOT INSTALL CLOSED CELL
FOAM AROUND TANK MANHOLE
PENETRATIONS.
1/2"
REMOVE ZIP STRIP
AND FILL WITH
JOINT SEALANT
NTS
3B
SD3
COMPRESSIBLE CLOSED
FOAM PLANK ISOLATION
JOINT DETAIL
FU
L
L
D
E
P
T
H
O
F
P
A
V
E
M
E
N
T
COARSE
AGGREGATE
BASE
1/2" CLOSED CELL FOAM PLANK
W/ REMOVABLE ZIP STRIP. MUST
BE FULL DEPTH OF SLAB.
ISOLATION JOINT
REMOVE ZIP STRIP AND FILL
WITH JOINT SEALANT,
SEE DETAIL 9B, SHEET SD3.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 3B, SHEET SD3.
FIRST
SLAB
POUR
SECOND
SLAB
POUR
1/2" CLOSED FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 3B, SHEET SD3.
ENSURE PNA DOWEL ALIGNER IS USED IN FORM
3/4" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
PNA SQUARE DOWEL CLIP ON TOP OF SQUARE
BAR TO ISOLATE CONCRETE FROM BAR. ENSURE
DOWEL CLIP FITS TIGHT WITH FACE OF CONCRETE.
PNA CONTACT INFORMATION IS: 1-800-542-0214,
PNA-INC.COM
#3 x 24" LONG REBAR DOWELL
SPACED @ 24" O.C.
CENTERD WITH JOINT
CONSTRUCTION
JOINT
CL
24
"
24
"
12
"
24
"
4A
SD3
4B
SD3
#3 X 24" LONG REBAR SPACED @ 24" O.C.
CENTERED WITH JOINT
(TYP)
3 4" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
18
"
M
I
N
34" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
#3 x 24" LONG REBAR DOWELL
SPACED @ 24" O.C.
CENTERD WITH JOINT
CONSTRUCTION
JOINT
CL
CO
N
S
T
R
U
C
T
I
O
N
JO
I
N
T
CL
18" MIN
34" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
ENSURE PNA DOWEL ALIGNER IS USED IN FORM
3/4" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
PNA SQUARE DOWEL CLIP ON TOP OF SQUARE
BAR TO ISOLATE CONCRETE FROM BAR. ENSURE
DOWEL CLIP FITS TIGHT WITH FACE OF CONCRETE.
PNA CONTACT INFORMATION IS: 1-800-542-0214,
PNA-INC.COM
3/4" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
PNA SQUARE DOWEL CLIP ON TOP OF SQUARE
BAR TO ISOLATE CONCRETE FROM BAR. ENSURE
DOWEL CLIP FITS TIGHT WITH FACE OF CONCRETE.
PNA CONTACT INFORMATION IS: 1-800-542-0214,
PNA-INC.COM
#3 REBARS @ 16" O.C.
EACH WAY W/ 14" LAPSPLICE
#3 REBARS @ 16" O.C.
EACH WAY W/ 14" LAPSPLICE
CONC
R
E
T
E
3/4" SQUARE x 10" LONG
DOWELS @ 24" O.C.; EMBED
5" TO 6" INTO CONCRETE
DRILL 1" + OVERSIZED HOLE
AND SET SQUARE DOWEL
W/ NON-SHRINK GROUT
PNA SQUARE DOWEL
CLIP W/ 1/4" WIDE
"CLOSED CELL" FOAM
SIDES TO ALLOW FOR
HORIZONAL MOVEMENT
SULFATE EXPOSURE
WATER SOLUBLE
SULFATE (SO4) IN
WATER PPM
SULFATE (SO4) IN
WATER PPM
PORTLAND
CEMENT TYPE
MAXIMUM
W/C RATIO
CONCRETE
PAVEMENTS
NEGLIGIBLE 0.00 < SO4 < 0.10 0 < SO4 < 150 I 0.55 3500
MODERATE 0.10 < SO4 < 0.20 150 < SO4 < 1500 II 0.50 4000
SEVERE 0.20 < SO4 < 2.00 1500 < SO4 < 10,000 V 0.45 4500
VERY SEVERE SO4 > 2.00 SO4 > 10,000 V PLUS POZZOLAN 0.40 5000
TABLE A: NASHVILLE & BELOW (SEE CONCRETE PAVEMENT NOTE #5)
PCC JOINT DETAIL
NTS
3A
SD3
TOP OF
PAVEMENT
NOTES:
1.SAWCUT JOINTS IN ACCORDANCE WITH
CONCRETE PAVEMENT NOTE 25, SHEET
SD3.
2.WAIT AS LONG AS FEASIBLE TO SEAL
JOINTS TO ALLOW CONCRETE
SHRINKAGE TO OCCUR.
1"
M
I
N
T
O
1"
-
1
/
2
"
M
A
X
COARSE
AGGREGATE
BASE
1/8" SAWCUT
NTS
2
SD3
NOTES:
1.PNA CONTACT INFORMATION IS:
1-800-542-0214, PNA-INC.COM
PNA SQUARE DOWEL PLATE DETAIL (TYP)
FIRST
SLAB
POUR
SECOND
SLAB
POUR
PNA SQUARE
DOWEL
CLIP
MID
DEPTH
ENSURE PNA
DOWEL ALIGNER
IS USED IN FORM
6" MIN. BASE
(SEE PAVING PLAN
EXACT THICKNESS)
6" MIN. BASE
(SEE PAVING PLAN
EXACT THICKNESS)6" MIN. BASE
(SEE PAVING PLAN
EXACT THICKNESS)
6" MIN. BASE
(SEE PAVING PLAN
EXACT THICKNESS)
6" MIN. BASE
(SEE PAVING PLAN
EXACT THICKNESS)
ST
A
N
D
A
R
D
D
E
T
A
I
L
S
4/28/2023
ZHEYDENBURG
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E
A
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C
H
I
T
E
C
T
S
LIC
E
N
S
E
#
C
-
1
3
1
7
SD4
FACE OF
DISPENSER
ISLAND
NOTES:
1.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.
3"
CLR 1/2"
COURSE
AGGREGATE
BASE
TOP OF PAVEMENT
SEE PAVING PLAN FOR
REINFORCEMENT
ENSURE FOAM PLANK IS FLUSH
WITH BASE
1/2" CLOSED CELL FOAM PLANK WITH
REMOVABLE ZIP STRIP, WRAPPED
AROUND DISPENSER ISLAND TO
ENSURE COMPLETE SEPARATION
OF PAVEMENT AND DISPENSER ISLAND.
SIMILAR TO DETAIL3B, SHEET SD3.
REMOVE ZIP STRIP AND FILL WITH SEALANT,
SIMILAR TO DETAIL 3B, SHEET SD3 WITH
SEALANT FLUSH WITH TOP OF PAVEMENT.
NTS
4
SD4
DISPENSER ISLAND SECTION
ENSURE SOIL IS
WELL
COMPACTED
EXISTING
ASPHALT
8"
SAWCUT FULL DEPTH OF EXISTING ASPHALT A DISTANCE
BACK FROM EXISTING EDGE TO ENSURE A STRAIGHT EDGE
ALONG ENTIRE LENGTH OF PAVEMENT. OBTAIN OWNER'S
REPRESENTATIVE APPROVAL PRIOR TO SAWCUTTING.
TOP OF PAVEMENT
1-1/2" (TYP)
2'-
0
"
(TY
P
)
1-1
/
2
"
(TY
P
)
1.4 WELDED WIRE
REINFORCEMENT (WWR)
FLATSHEET
TWO (2) - #4 REBARS
1-1/2" CLR FROM TOP (TYP)
TWO (2) - #4 REBARS
1" CLR FROM TOP (TYP)
ASPHALT
PAVEMENT
GEOTEXTILE 6"
ASPHALT
THICKNESS
AND BASE
BY OTHERS
ENSURE SOIL IS
WELL COMPACTED
TOP OF PAVEMENT
FO
R
6
"
T
H
I
C
K
PA
V
E
M
E
N
T
FO
R
8
"
T
H
I
C
K
PA
V
E
M
E
N
T
10
"
MANHOLE OR
OPENING
ENSURE SOIL IS
WELL
COMPACTED
SAWCUT EXISTING SLAB FULL DEPTH.
APPLY BOND BREAK TO SLAB VERTICAL EDGE
(AVOID APPLYING TO TOP OF SLAB).
3/4" SQUARE x 10" LONG
DOWEL @ 24" O.C.
W/ PNA DOWEL CLIP
DRILL 1" + DIAMETER HOLE 5" TO
6" INTO EXISTING CONCRETE.
SET SQUARE DOWEL
W/ NON-SHRINK GROUT.
SEE DETAIL 2, SHEET SD3
NTS
5
SD4
CONCRETE / EXISTING ASPHALT
SECTION
NTS
5A
SD4
CONCRETE / NEW ASPHALT
SECTION
NTS
5B
SD4
CONCRETE / EXISTING CONCRETE
SECTION
NTS
6
SD4
TANK MANHOLE PLAN
TWO (2) #4 REBARS
X 3'-0" LONG,
1-1/2" CLEAR FROM
TOP OF SLAB
SLAB
JOINT
1'
-
6
"
1'
-
6
"
REENTRANT
CORNER
IF REINFORCEMENT
WILL CROSS A
CONSTRUCTION JOINT
OR CONTRACTION
JOINT, RELOCATE
REINFORCEMENT TO
CLEAR JOINT BY 2".
REENTRANT
CORNER
TYPICAL REENTRANT CORNER DETAIL
THREE (3) - #4 REBARS
X 4'-0" LONG, 1-1/2" CLR
FROM TOP (TYP)
JOINTS NOT
TO EXCEED
15'-0"
B
A
RATIO OF A:B
NOT TO
EXCEED 1.25
CURB
SAWCUTS
PLUNGE SAWCUT
AT CURB FACE
1
0
'
-
0
"
M
A
X
1"
CLR.
1'-6"
1'-6"
1"
CLR.
1" CLR
#4 (TYP)
1-1/2" CLR
NTS
7
SD4
DISCONTINUOUS
SLAB
REINFORCEMENT
JOINT DETAIL
NTS
8
SD4
REENTRANT
CORNER DETAIL
NTS
8A
SD4
REENTRANT CORNER SECTION
NTS
9
SD4
RADIUS REINFORCEMENT DETAIL
NTS
10
SD4
JOINT SPACING DETAIL
PARTIAL PLAN (TYP)
NTS
11A
SD4
BOLLARD @ SIDEWALK SECTION
NTS
11
SD4
ISOLATION JOINT @ SIDEWALK
PARTIAL PLAN
ISOLATION JOINTCL
24
"
24
"
ISOLATION
JOINT
CL
24
"
SI
D
E
W
A
L
K
CO
N
C
R
E
T
E
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF SLAB, SEE
DETAIL 3B, SHEET SD3.
#3 REBAR CONTINUOUS
WITH 12" LAP SPLICE
#3 REBAR CONTINUOUS
WITH 12" LAP SPLICE PA
R
K
I
N
G
PA
V
E
M
E
N
T
PARKING PAVEMENT
11A
SD4
SLAB DEPTH
(SEE PAVING PLAN
FOR THICKNESS)
NOTES:
1.REFER TO LOCAL JURISDICTION REQUIREMENTS FOR SPECIFIC
CONNECTION DETAILS.
NOTES:
1.REFER TO LOCAL JURISDICTION REQUIREMENTS FOR SPECIFIC
CONNECTION DETAILS.
3"
5"2'-0"4'-0"
1 3 EXISTING
CONCRETE
MID-DEPTH
121
COURSE
AGGREGATE
BASE
SEE PAVING PLAN FOR
REINFORCEMENT
NOTES:
1.IF EXISTING SLAB IS LESS THAN
5-1/2" THICK, NOTIFY OWNER'S
REPRESENTATIVE.
SLAB DEPTH
(SEE PAVING PLAN
FOR THICKNESS)18
"
(M
I
N
)
± 6"
(MATCH)
TOP OF PAVEMENT
SLAB DEPTH
(SEE PAVING PLAN
FOR THICKNESS)
COURSE
AGGREGATE
BASE
COURSE AGGREGATE
BASE
COURSE
AGGREGATE
BASE
PROVIDE SKIM COAT OF FINE AGGREGATE BASE ON TOP OF
COARSE AGGREGATE BASE IF SURFACE IS NOT SMOOTH.
ENSURE SURFACE IS SMOOTH AND PLANAR IMMEDIATELY
PRIOR TO PLACING CONCRETE.
PROVIDE SKIM COAT OF FINE AGGREGATE BASE ON TOP OF
COARSE AGGREGATE BASE IF SURFACE IS NOT SMOOTH.
ENSURE SURFACE IS SMOOTH AND PLANAR IMMEDIATELY
PRIOR TO PLACING CONCRETE.
PROVIDE SKIM COAT OF FINE
AGGREGATE BASE ON TOP OF
COARSE AGGREGATE BASE IF
SURFACE IS NOT SMOOTH.
ENSURE SURFACE IS SMOOTH
AND PLANAR IMMEDIATELY PRIOR
TO PLACING CONCRETE.
1
1 SLAB DEPTH
(SEE PAVING PLAN
FOR THICKNESS)
TWO (2) - #4 REBARS
1" CLR FROM TOP (TYP)
CURB
(TYP)
SEE PAVING PLAN FOR
REINFORCEMENTEQ
EQ EQ EQ
EXTENSION OF
CONTRACTION JOINT
OR CONSTRUCTION JOINT.
SEE PAVING PLAN FOR
EXACT LOCATIONS.
EDGE OF PAVMENT
@ CURB RADIUS
1" CLR
(TYP)
1" CLR
(TYP)
CURB
(TYP)
RADIUS REINFORCEMENT
SEE DETAIL 10, SHEET SD4
2'-0
"
(M
I
N
)
CONTRACTION OR CONSTRUCTION JOINTS.
SEE PAVING PLAN FOR EXACT LOCATIONS.
9A
SD
4
TWO (2) - #4 REBARS
1-1/2" CLR FROM TOP (TYP)
CONCRETE BOLLARD
SEE DETAIL 10, SHEET SD1
FOR INFORMATION NOT SHOWN
3'-
4
"
6"
2'-0" DIA.
3'
-
6
"
1/2" FOAM PLANK TO BE FULL DEPTH OF
PAVEMENT WRAPPED AROUND BOLLARD
TO ENSURE COMPLETE SEPARATION OF
CONCRETE AND BOLLARD. SIMILAR TO
DETAIL 3B, SHEET SD3.
PROVIDE 1/4" THICK MASTIC
COATING ON EXPOSED PORTION
OF BOLLARD BELOW TOP OF
PAVEMENT TO PREVENT CORROSION
SE
E
P
A
V
I
N
G
P
L
A
N
FO
R
P
A
V
E
M
E
N
T
TH
I
C
K
N
E
S
S
SEE ARCHITECTURAL PLANS
FOR REINFORCEMENT
COMPACTED
SUBGRADE
AGGREGATE
BASE
REMOVE ZIP STRIP AND
FILL WITH SEALANT.
SIMILAR TO DETAIL 3B,
SHEET SD3.
SEALANT TO BE FLUSH
WITH TOP OF PAVEMENT.
12
BUILDING
SIDEWALK
CONCRETE
TURNDOWN DEPTH OF
SIDEWALK TO
MATCH DEPTH OF
PARKING PAVEMENT
HANDICAP SIGNAGE
SEE DETAIL 12A, SHEET SD4 3" CLR FROM ISOLATION JOINT
TO FACE OF BOLLARDS/LIGHTS
3" CLR
1" CLR
(TYP)
TRANSITION FROM
6" TO 4" CONCRETE
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL3B, SHEET SD3.
REMOVE ZIP STRIP AND FILL WITH
SEALANT, SEE DETAIL 3B, SHEET SD3.CL ISOLATION
JOINTREMOVE ZIP STRIP AND
FILL WITH SEALANT, SEE
DETAIL 3B, SHEET SD3.
REMOVE ZIP STRIP AND FILL WITH
SEALANT, SEE DETAIL 3B, SHEET SD3.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 3B, SHEET SD3.
VAN ACCESSIBLE
PARKING BY DISABLED
PERMIT ONLY
TOW AWAY ZONE AND
FINE UP TO $250.00 NOTES:
1.REFER TO LOCAL JURISDICTION
REQUIREMENTS FOR SPECIFIC
DETAILS.
2.CONTRACTOR SHALL VERIFY ALL THE
REQUIRED INFORMATION
NECESSARY AT EACH SIGN WITH
LOCAL AUTHORITIES PRIOR TO
PURCHASING.3'-
6
"
2" DIA. BY .154 (WALL THICKNESS)
GALVANIZED POST
14" RADIUS (TYP.)516" x 212" CADMIUM PLATED BOLT (TYP.)
316" Ø HOLE (TYP.)
TYPE AND GAGE OF MATERIAL FOR
SIGN AND POST SHALL MEET OR
EXCEED LOCAL SIGN REQUIREMENTS
7'
-
0
"
CONCRETE BOLLARD
SEE DETAIL 11A, SHEET SD4
FOR INFORMATION NOT SHOWN
HANDICAP SIGNAGE DETAIL
NTS
11B
SD4
11B
SD4
CONCRETE BOLLARD
SEE DETAIL 11, SHEET SD4
TWO (2) #4 REBARS
X 3'-0" LONG,
1-1/2" CLEAR FROM
TOP OF SLAB
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 3B, SHEET SD3.
3
4" X 10" SQUARE DOWEL
SPACED 24" O.C. CENTER
WITH JOINT. INSTALL USING
PNA DOWEL ALIGNER. DO
NOT GREASE
C ISOLATION
JOINTL
RADIUS REINFORCEMENT
SEE DETAIL 10, SHEET SD4
ToP to Toi
3" MIN
6" MAX
12 1
HIGH POINT
OF PAVEMENT
SLOPE OF
PAVEMENT
BEYOND
MANHOLE
PEA GRAVEL TO GRADE
WITHIN TANK PIT
1-
1
/
2
"
M
I
N
.
TO
2
"
M
A
X
.
2'-0"
(TYP)
FILTER
FABRIC
NTS
6A
SD4
TANK MANHOLE SECTION
LOW POINT
OF PAVEMENT
SEE PAVING PLAN FOR
REINFORCEMENT
#4 REBARS
SEE DETAIL6, SHEET SD4
2"
EMBEDMENT
DEPTH
1.4 WELDED WIRE
REINFORCEMENT (WWR)
FLATSHEETS
TOP OF
PAVEMENT
34" X 10" SQUARE DOWEL
34" X 10" SQUARE DOWEL
PAVEMENT CONSTRUCTION OR
CONTRACTION JOINTS SEE PAVING PLAN
FOR EXACT LOCATIONS (TYP)
ISOLATION JOINTS ON ALL
SIDES OF TRENCH DRAIN
SEE DETAIL 5, SHEET SD3
(TYP)
REENTRANT CORNER
REINFORCEMENT
SEE DETAIL 8, SHEET SD4
(TYP)
NOTES:
1.TRENCH DRAIN TO BE ISOLATED ON BOTH
SIDES WITH ISOLATION JOINT. SEE DETAIL
5, SHEET SD3
2.2'-0" (MIN) CLEARANCE BETWEEN EDGE OF
TRENCH DRAIN AND ISOLATION JOINTS.
3.CURBING BETWEEN ISOLATION JOINTS TO
BE A MONOLITHIC POUR, INSTALLED AND
FORMED AT TIME OF TRENCH DRAIN
CONCRETE. SEE DETAIL 4, SHEET SD1.
4.TRENCH DRAIN TO EXTEND TO FACE OF
CURB.
NTS
3B
SD4
SITE TRENCH DRAIN PLAN
NTS
3A
SD4
DRIVEWAY TRENCH DRAIN PLAN
CURB (TYP.)
OR
CURB (24")
PAVEMENT CONSTRUCTION OR
CONTRACTION JOINTS SEE PAVING PLAN
FOR EXACT LOCATIONS (TYP)
ISOLATION JOINTS ON BOTH SIDES
OF TRENCH DRAIN
SEE DETAIL 11, SHEET SD3 (TYP)
MONOLITHICALLY POURED
CURB AT DRIVEWAY
TRENCH DRAINS, SEE
DETAIL 4, SHEET SD1 OR
DETAIL 7, SHEET SD 5
SEE NOTE 3 (TYP)
2'-0"
(TYP)
2'-0"
(MIN)
NOTES:
1.TRENCH DRAIN TO BE
ISOLATED ON ALL SIDES
WITH ISOLATION JOINT. SEE
DETAIL 11, SHEET SD3
2.2'-0" (MIN) CLEARANCE
BETWEEN EDGE OF
TRENCH DRAIN AND
ISOLATION JOINTS.
NTS
2
SD4
CANOPY COLUMN SECTION
USE TWO SHEETS OF POLY
BETWEEN THE BOTTOM OF
THE PAVEMENT AND TOP
OF CMU TO ACT AS A BOND
REAKER BETWEEN PAVEMENT
AND CMU. EXTEND PLOY 2"
EACH SIDE OF CMU.
(TYP ALL SIDES)
C COLL
LC
C
O
L
CJ
CONSTRUCTION,
CONTRACTION OR
ISOLATION JOINT
SEE DETAILS 3, 4 OR 5,
SHEET SD3 FOR
INFORMATION.
(TYP)
CJ
CJ
CJ
(TYP)
CJCJ
1/2" FOAM PLANK AROUND PUMP ISLAND, FULL
DEPTH OF PAVEMENT. REMOVE ZIP STRIP AND
FILL WITH SEALANT, SIMILAR TO DETAIL 3B,
SHEET SD3 WITH SEALANT FLUSH WITH TOP
PAVEMENT.
(TYP)
C COLL
2
SD4
BOLLARD (TYP)
SEE DETAIL 10, SHEET SD1
1/2" FOAM PLANK
AROUND COLUMN
WITH SEALANT
SIMILAR TO DETAIL
3B, SHEET SD3.
COL
CL
TOP OF FOUNDATION
TOP OF PAVEMENT
COURSE
AGGREGATE
BASE
PROVIDE 1/4" THICK MASTIC COATING
ON EXPOSED PORTION OF BASE PLATE,
BOLTS AND COLUMN BELOW TOP OF
PAVEMENT TO PREVENT CORROSION.
FILL BETWEEN CMU
WITH BASE MATERIAL
SOLID GROUT CMU TO TOP
AND ENSURE TOP SURFACE
IS TROWELED SMOOTH CMU
AROUND
COLUMN
ENSURE FOAM PLANK IS FLUSH
WITH BASESEE PAVING PLAN FOR
REINFORCEMENT
1/2" CLOSED CELL FOAM PLANK WITH
REMOVABLE ZIP STRIP, FULL DEPTH OF
SLAB, WRAPPED AROUND COLUMN
TO ENSURE COMPLETE SEPARATION OF
CONCRETE AND COLUMN.
REMOVE TOP PORTION OF FOAM PLANK,
INSTALL BACKER ROD AND THEN SEALANT
SIMILAR TO DETAIL 3A, SHEET SD3 WITH
SEALANT FLUSH WITH TOP OF PAVEMENT.
3"
CLR
COLUMN
NOTES:
1.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.
NOTES:
1.SEE DETAIL 1, SHEET SD2 FOR
ISLAND LAYOUT DIMENSIONS.
2.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.
NTS
1
SD4
CONCRETE DETAIL @ DISPENSER ISLAND
3
SD4
NOTES:
1.SEE DETAIL 1, SHEET SD2 FOR
ISLAND LAYOUT DIMENSIONS.
2.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.
TWO (2) #4 REBARS
X 3'-0" LONG,
SIMILAR TO DETAIL 8,
SHEET SD4 (TYP).
TWO (2) #4 REBARS
X 3'-0" LONG, ALL SIDES
OF COLUMNS,
SIMILAR TO DETAIL 8,
SHEET SD4 (TYP).
WITHOUT COLUMN CLADDING
REMOVE THE PETROLEUM
CONNECTOR/ANGLE IRON FORM
AFTER USE
ST
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#
C
-
1
3
1
7
SD5
DECORATIVE PAVER SECTION DETAIL
NTS
1
SD5
CL
3"3"
COARSE
AGGREGATE
BASE
ISOLATION
JOINT
TOP OF PAVEMENT
D/
2
SLAB DEPTH = D
(SEE PAVING PLAN
FOR THICKNESS)
2" CLR
SU
B
G
R
A
D
E
SEE PLAN FOR
REINFORCEMENT
ISOLATION JOINT
REMOVE ZIP STRIP AND FILL
WITH JOINT SEALANT,
SEE DETAIL 3B, SHEET SD3.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 3B, SHEET SD3.
DECORATIVE CONCRETE PAVER
OR STAMPED CONCRETE
TWO (2) CONTINUOUS
#3 REBARS WITH #3
TRAVERSE BARS
EVERY THREE (3) FEET.
DECORATIVE PAVER PARTIAL PLAN
NTS
2
SD5
ISOLATION JOINT
SEE DETAIL 5, SHEET SD3 (TYP)
STANDARD CONCRETE
PAVEMENT
DECORATIVE OR STAMPED
CONCRETE PAVEMENT
CJ
CJ
CJ
PCC JOINT
SEE DETAIL 3A
OR 3B,
SHEET SD3 (TYP)
REENTRANT CORNER
REINFORCEMENT
SEE DETAIL 8, SHEET SD4
(TYP)
SEE PAVEMENT PLAN FOR
REINFORCEMENT
2'-0"
SLOPE OF CURB TO MATCH
ADJACENT PAVEMENT
CONCRETE PAVEMENT
SE
E
P
L
A
N
FO
R
PA
V
E
M
E
N
T
TH
I
C
K
N
E
S
S
3"12" MIN
COMPACTED
SUBGRADE
AGGREGATE BASE
TO EXTEND PAST CURB
DURING INSTALLATION
AGGREGATE
BASE
512"
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS
HARDENED SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 9A, SHEET SD3.
VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
4.THIS CURB TYPE IS TO BE USED ALONG THE CURB LINE ADJACENT TO THE DRIVEWAY TRENCH
DRAINS. SEE PLAN FOR LOCATIONS.
MONOLITHIC CURB (L-BACK) DETAIL
NTS
3
SD5
SEE DETAIL 1, SHEET SD6
FOR INFORMATION NOT SHOWN
34" X 10" SQUARE DOWEL
34" X 10" SQUARE DOWEL
3
4" X 10" SQUARE DOWEL
SPACED 24" O.C. CENTER
WITH JOINT. INSTALL USING
PNA DOWEL ALIGNER. DO
NOT GREASE
TRUCK PARKING CURB
NTS
4
SD5
REMOVE ZIP STRIP AND FILL
WITH SEALANT,
SEE DETAIL 3B, SHEET SD3.
SEALANT TO BE FLUSH WITH
TOP OF PAVEMENT.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF SLAB,
EE DETAIL 3B, SHEET SD3 (TYP).
1 34" RADIUS
HAND TOOLED
2'-0"
6"
3"
3"
EQ
EQ
3"
SEE PLAN FOR
REINFORCEMENT
1'-6"
12" LONG #3 REBAR
SPACED @ 36" O.C.
CENTERED WITH JOINT.
AGGREGATE
BASE
COMPACTED
SUBGRADE
8" MIN
AGGREGATE BASE
TO EXTEND PAST CURB
DURING INSTALLATION
#4 REBAR
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 3A, SHEET SD3.
4.VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
5.USE THIS DETAIL WHEN ADJACENT PAVEMENT SLOPES AWAY FROM CURBING.
6.DETAIL ONLY TO BE USED FOR THE BACK CURB OF TRUCK PARKING AREAS, NOT ALONG THE SIDES
8"
4"
3"
#4 REBAR
14
"
3"9"
10'-0"
EQ
EQ
ENGINEERINGFILL
5'-0"
LANDSCAPING
(TYP)
SIDEWALK (TYP)
SEE SITE PLAN
FOR INCLUSION
OF SIDEWALK
6" MIN. BASE
(SEE PAVING PLAN
EXACT THICKNESS)
ST
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DATE
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#
C
-
1
3
1
7
SD6
NOTES:
1.BUMPER POSTS TO BE PLUMB AND ALIGNED IN A STRAIGHT LINE AND FILLED WITH CONCRETE.
2.TOPS TO BE GROUND SMOOTH W/ SQUARE EDGE, THE PRIMED WITH "END RUST" BY DURO AND PAINTED WITH
INDUSTRIAL OIL BASED ENAMEL. COLOR TO MATCH DECORATIVE LIGHT POLES.
3.REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS.
4.REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH & SUBGRADE COMPACTION
REQUIREMENTS.
REMOVE ZIP STRIP AND FILL
WITH SEALANT,
SEE DETAIL 3B, SHEET SD3.
SEALANT TO BE FLUSH WITH
TOP OF PAVEMENT.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF SLAB,
SEE DETAIL 3B, SHEET SD3 (TYP).
1 34" RADIUS
HAND TOOLED
2'-0"
6"
12
"
8"
M
I
N
6"
3"
3"
EQ
EQ
3"
SEE PLAN FOR
REINFORCEMENT
1'-6"
3"
3"
12" LONG #3 REBAR
SPACED @ 36" O.C.
CENTERED WITH JOINT.
AGGREGATE
BASE
COMPACTED
SUBGRADE
CATCH CURB [24"] DETAIL @ CONCRETE SLAB
12" MIN
NTS
1
SD6
AGGREGATE BASE
TO EXTEND PAST CURB
DURING INSTALLATION
SHED CURB [24"] DETAIL @ CONCRETE SLAB
NTS
2
SD6
DIESEL CANOPY BOLLARD DETAIL
NTS
4
SD6
#4 REBAR
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 3A, SHEET SD3.
4.VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
EDO DISPENSER ISLAND DETAIL
NTS
5
SD6
EDO CANOPY ACCESSORIES LAYOUT
NTS
6
SD6
#4 REBAR
SE
E
P
A
V
I
N
G
P
L
A
N
FO
R
P
A
V
E
M
E
N
T
TH
I
C
K
N
E
S
S
3'-
6
"
13
"
4"
-
6
"
MI
N
NOTES:
1.LIGHT POLES TO BE SPALDING, PROVIDED BY RACETRAC AND
TO BE INSTALLED BY GENERAL CONTRACTOR. SEE SITE PLAN
FOR POLE LOCATIONS.
2.LIGHT FIXTURES TO BE CREE "EDGE" HIGH OUTPUT AREA
LUMINAIRE WITH A MAXIMUM EFFECTIVE PROJECTED AREA OF
2.0 S.F. (REFER TO "PHOTOMETRIC PLAN" FOR DETAILS). ONE
LIGHT FIXTURE PER POLE.
3.WIND DESIGN CRITERIA BASED ON THE FOLLOWING:
A.ASCE 7-10
B.Vult=140 MPH WITH EXPOSURE C RISK CATEGORY II
C.Vasd=110 MPH
D.IMPORTANCE FACTOR I = 1.0
E.DESIGN WIND PRESSURE = 51 PSF
1.LIGHT POLES SHALL MEET 110 MPH WIND (Vasd); 140 MPH (Vult).
2.CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH (F'c) OF 3,500 PSI FOR ALL LIGHT
POLE FOOTINGS.
3.ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING
TO ASTM A-615 GRADE 60.
4.CONCRETE ABOVE FINISH GRADE TO BE SMOOTH WITH RUBBED FINISH.
5.CONCRETE LIGHT POLE BASES TO BE PAINTED TO MATCH BOLLARD.
6"
#6 COPPER WIRE TIED
TO BASE OF NUT
ANCHOR BOLTS DESIGNED AND
PROVIDED BY MANUFACTURER, TYP.
(CENTER ANCHOR BOLTS ON BASE
POST)
FINISH GRADE
COMPACTED
SUBGRADE
TO
P
O
F
G
R
O
U
N
D
RO
D
T
O
B
E
1
2
"
BE
L
O
W
G
R
A
D
E
10'-0" LONG #3 REBAR
(LIGHTING GROUND ROD)
24"
3'
-
0
"
5' (TYP.)
UNLESS NOTED
ON SITE PLAN
CL
EIGHT (8) #5 VERT. BARS
W/ #3 TIES @ 10" O.C.
3"
CL
R
3"
CLR
1" CONDUIT
2'-
0
"
(R
E
F
E
R
T
O
"
P
H
O
T
O
M
E
T
R
I
C
P
L
A
N
"
FO
R
E
X
A
C
T
H
E
I
G
H
T
)
28
'
-
0
"
M
A
X
.
T
O
T
O
P
O
F
P
O
L
E
.
(R
E
F
E
R
T
O
"
P
H
O
T
O
M
E
T
R
I
C
P
L
A
N
"
FO
R
E
X
A
C
T
H
E
I
G
H
T
)
7'
-
0
"
M
I
N
.
E
M
B
E
D
M
E
N
T
10
SD6
SITE LIGHTING SECTION
140 MPH WIND (VULT)
APPROXIMATE TANK LOCATION
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS
HARDENED SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 3A, SHEET SD3.
VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
4.THIS CURB TYPE IS TO BE USED ALONG THE CURB LINE ADJACENT TO THE TANK PAVEMENT.
SEE PLAN FOR LOCATION.
5.USE THIS CURB TYPE WHEN TANK ARE ADJACENT TO CURB IN EDO AREA
PEA GRAVEL TO
GRADE WITHIN
TANKPIT
SEE PAVEMENT PLAN FOR
REINFORCEMENT
2'-0"
TANK PAD PAVEMENT
SE
E
P
L
A
N
FO
R
PA
V
E
M
E
N
T
TH
I
C
K
N
E
S
S
TANK AREA CURB DETAIL
NTS
3
SD6
FILTER
FABRIC
3"
512"
SLOPE OF CURB TO MATCH
ADJACENT PAVEMENT
SEE DETAILS 1 , SHEET SD6
FOR INFORMATION NOT SHOWN
REMOVE ZIP STRIP AND FILL
WITH SEALANT,
SEE DETAIL 3B, SHEET SD3.
SEALANT TO BE FLUSH WITH
TOP OF PAVEMENT.
1/2" CLOSED CELL FOAM PLANK
WITH REMOVABLE ZIP STRIP,
FULL DEPTH OF SLAB,
EE DETAIL 3B, SHEET SD3 (TYP).
1 34" RADIUS
HAND TOOLED
2'-0"
6"
3"
3"
EQ
EQ
3"
SEE PLAN FOR
REINFORCEMENT
1'-6"
12" LONG #3 REBAR
SPACED @ 36" O.C.
CENTERED WITH JOINT.
AGGREGATE
BASE
COMPACTED
SUBGRADE
12" MIN
AGGREGATE BASE
TO EXTEND PAST CURB
DURING INSTALLATION
#4 REBAR
NOTES:
1.CURB CONSTRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET.
2.SAWCUT CONTRACTION JOINTS 1/8" WIDE BY 1-1/2" DEEP AS SOON AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES.
3.SAWCUT CONSTRUCTION JOINTS 1/8" WIDE BY 1" DEEP, SIMILAR TO DETAIL 3A, SHEET SD3.
4.VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE.
5.USE THIS DETAIL WHEN ADJACENT PAVEMENT SLOPES AWAY FROM CURBING.
6"
8"
M
I
N
6"
3"
#4 REBAR
3"
12
"
NTS
9
SD6
CANOPY COLUMN SECTION
NTS
8
SD6
CONCRETE DETAIL @ DISPENSER ISLAND
WITH COLUMN CLADDING
1/2" RIGID CONDUIT
ON CANOPY STEEL TO
EACH SPEAKER LOCATION.
TOP OF FOUNDATION
PROVIDE 1/4" THICK MASTIC COATING
ON EXPOSED PORTION OF BASE PLATE,
BOLTS AND COLUMN BELOW TOP OF
PAVEMENT TO PREVENT CORROSION.
COURSE
AGGREGATE
BASE
CMU
(TYP)
C COLL
LC
C
O
L
EXTEND SAWCUT TO EDGE
OF FOAM PLANK IMMEDIATELY
AFTER PREVIOUS SAWCUT IS
MADE BY USING A SMALL
DIAMETER SAW BLADE
(TYP)CJ
CONSTRUCTION, CONTRACTION OR ISOLATION JOINT
SEE DETAILS 3, 4 OR 5, SHEET SD3 FOR INFORMATION.
(TYP)
CJ
CJ
CJ
(TYP)
CJCJ
1/2" FOAM PLANK AROUND PUMP ISLAND, FULL
DEPTH OF PAVEMENT. REMOVE ZIP STRIP AND FILL
WITH SEALANT. SIMILAR TO DETAIL 3B, SHEET SD3
WITH SEALANT FLUSH WITH TOP PAVEMENT.
(TYP)
C COLL
7
SD6
NOTES:
1.SEE DETAIL 8, SHEET SD6 FOR
ISLAND LAYOUT DIMENSIONS.
2.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.
TWO (2) #4 REBARS
X 3'-0" LONG,
SIMILAR TO DETAIL 9,
SHEET SD4 (TYP).
FILL BETWEEN CMU
WITH BASE MATERIAL
DEF
COLCL
COLUMN
ENSURE FOAM PLANK IS FLUSH
WITH BASE
SEE PAVING PLAN FOR
REINFORCEMENT
TOP OF PAVEMENT
6"
CLR
REMOVE ZIP STRIP AND FILL WITH SEALANT,
SIMILAR TO DETAIL 3B, SHEET SD3 WITH
SEALANT FLUSH WITH TOP OF PAVEMENT.
NOTES:
1.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.1/2" CLOSED CELL FOAM PLANK WITH
REMOVABLE ZIP STRIP, FULL DEPTH OF
SLAB WRAPPED AROUND COLUMN CLADDING
TO ENSURE COMPLETE SEPARATION
OF CONCRETE AND CLADDING. SIMILAR TO
DETAIL 3B, SHEET SD3.
TOP OF ISLAND
REMOVE THE PETROLEUM
CONNECTOR/ANGLE
IRON FORM AFTER USE
FOAM
PLANK
EXIT SIDE
APPROACH SIDE
3/4" RIGID CONDUIT
FROM STORE TO CANOPY
FOR SPEAKER WIRE.
RUN UP COLUMN AND THRU DECK;
SEAL PENETRATION.
NOTES:
1.SINGLE ROW OF EIGHT (8) DOUBLE COLUMN MPD'S.
2.SEVEN (7) FUELING POSITIONS.
3.REFER TO CANOPY PLANS FOR CANOPY DIMENSIONS
AND COLUMN LOCATIONS.
CANOPY COLUMN
NEW GILBARCO ENCORE 700S
MASTER/SATELLITE
DIESEL/DEF DISPENSER
TRASH CAN (TYP.)
SEE SITE PLAN FOR
LOCATIONS
CONCRETE BOLLARD
DETAIL 4, SHEET SD6
(TYP)
10'-0"
20' - 0"
3'
-
0
"
2' - 0"
5'-0"
ISLAND BOLLARDS
3'-6" H. CONCRETE
MASTER
SATELLITE
5'-0"
2' - 4 316"2' - 0"3' - 7 34"
DEF FET
CANOPY
WASH
BUCKET
SPEAKER
FIRE
EXTINGUISHER FIRE
EXTINGUISHER
MA
S
T
E
R
DE
F
FE
T
MA
S
T
E
R
DE
F
FE
T
MA
S
T
E
R
DE
F
FE
T
YARD
HYDRANT
DETAIL 7,
SHEET SD6
YARD
HYDRANT
DETAIL 7,
SHEET SD6
YARD
HYDRANT
DETAIL 7,
SHEET SD6
WASH
BUCKET
WASH
BUCKET
SPEAKER SPEAKER
WASH
BUCKET
SPEAKER
FIRE
EXTINGUISHER
MA
S
T
E
R
DE
F
FE
T
YARD
HYDRANT
DETAIL 7,
SHEET SD6
WASH
BUCKET
SPEAKER
WASH
BUCKET
SPEAKER
FIRE
EXTINGUISHER
MA
S
T
E
R
DE
F
FE
T
YARD
HYDRANT
DETAIL 7,
SHEET SD6
WASH
BUCKET
SPEAKER
WASH
BUCKET
SPEAKER
FIRE
EXTINGUISHER
MA
S
T
E
R
DE
F
FE
T
YARD
HYDRANT
DETAIL 7,
SHEET SD6
WASH
BUCKET
SPEAKER
WASH
BUCKET
SPEAKER
FIRE
EXTINGUISHER
MA
S
T
E
R
DE
F
FE
T
YARD
HYDRANT
DETAIL 7,
SHEET SD6
WASH
BUCKET
SPEAKER
GRAVEL
COMPACTED
SUBGRADE
12" MIN
CONCRETE BOLLARD
SEE DETAIL 4,
SHEET SD6
CL
SECTION VIEW PLAN VIEW
NOTES:
1.SEE "SITE PLAN" FOR EXACT LOCATIONS.
2.REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS.
3.REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH &
SUBGRADE COMPACTION REQUIREMENTS.
6"
1'-0"
27
12"
1'-6"
WOODFORD
MODEL Y34
FREEZELESS
YARD HYDRANT
WOODFORD
MODEL Y34
FREEZELESS
YARD HYDRANT
PRODUCT
DISPENSER
BEYOND
DISPENSER
ISLAND
BEYOND
1/2" WATER SUPPLY FROM
"SITE WATER SUPPLY" LINE
FILL WITH LOOSE
GRAVEL AROUND
VALVE BODY
FOR DRAINAGE
COMPACTED
SUBGRADE
9"
YARD HYDRANT DETAIL
NTS
7
SD6
3/4" WATER SUPPLY FROM
"SITE WATER SUPPLY" LINE
FROST LINE
3/4" FEMALE
PIPE THREAD
AGGREGATE BASE
1/8" NPT
DRAIN HOLE
1/2" TO 3/4" COUPLING
2'-
0
"
TO
T
O
P
OF
V
A
L
V
E
12 " FOAM PLANK
FULL DEPTH
REMOVE ZIP & FILL
W/ SEALANT
SEE DETAIL 9B
SHEET SD3
TRAFFIC
RATED
BOX (TYP)3/4" VALVE
(TYP)
EMBEDDED
PVC CHASE
1'-6"
CL
12
"
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#
C
-
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3
1
7
SD7
UNLESS OTHERWISE NOTED:
DIMENSIONS ARE IN MILLIMETERS
DIM & TOL STD 1.0402 & ASME Y14.5M - 1994
SILICONE-FREE STD 4.1208
TOLERANCES: SEE GRACO STANDARDS
CENTERLINE VARIANCE STD 1.0406
HOLES STD 1.0407
SHEET METAL STD 4.0100
PLATED & HT TR PARTS STD 1.0409
BURRS & EDGES STD 1.0420
THREADS STD 1.0425
SURFACE ROUGHNESS STD 1.0445
DECIMALS ANGLES X .X .XX
METRIC - ASME Y14.5M
229mm
120mm
554mm
175mm
276mm
SERIES F - AIR HOSE REEL1
SD7 NOTES:
1.NTS; PRINT FOR REFERENCE ONLY.
2. SEE MANUAL FOR MOUNTING DIMENSIONS
FINISH OF CHAMFERS AND FILLETS TO CONFORM TO
ROUGHEST ADJACENT AREA.
SURFACE ROUGHNESS MAXIMUM PER ASME B46.1.
FULL THREAD DEPTHS ARE MINIMUM.
DIMENSIONING AND TOLERANCING PER ASME Y14.5-2009
THREADS PER ASME B1.1 GAGING SYSTEM 21 U.O.S., ANSI
B1.20.1 & B1.20.3
THIRD ANGLE
PROJECTION
UNLESS OTHERWISE SPECIFIED
DIMENSIONS ARE IN INCHES
TOL. ON DECIMALS: .X
TOL. ON DECIMALS: .XX
TOL. ON DECIMALS: .XXX
TOL. ON ANGLES:
CONFIDENTIAL - THE INFORMATION CONTAINED IN THIS
DOCUMENT IS THE PROPERTY OF GARDNER DENVER, INC. IT IS
NOT FOR PUBLIC DISCLOSURE. POSSESSION OF THE
INFORMATION DOES NOT CONVEY ANY RIGHT TO LOAN, SELL OR
DISCLOSE THE INFORMATION. UNAUTHORIZED REPRODUCTION
OR USE OF THE INFORMATION IS PROHIBITED. THIS DOCUMENT
IS TO BE RETURNED TO GARDNER DENVER, INC. UPON THE
COMPLETION OF THE PURPOSE FOR WHICH IT IS LOANED OR
UPON REQUEST.
Gardner Denver Inc.
Quincy, IL.
= `.05
= `.02
= `AS SPECIFIED
= `0~-30'
120°
Ø26.00 B.C.
3X HOLES
Ø.51 ISOLATOR
Ø.56 RECEIVER FOOT
14.47
2.65
LOW OIL STOP
1/4" NPT MANUAL
TANK DRAIN
TEST-OFF-AUTO
SWITCH
HOUR METER
1/2" NPT VALVE
PRESSURE SWITCH
PRESSURE GAUGE
ASME PRESSURE
RELIEF VALVE
ELECTRIC TANK DRAIN
CONTROL
34.43
76.35
.98VIBRATION
ISOLATORS
AIR COOLED
AFTERCOOLER
80 GALLON
ASME AIR
RECEIVER
MOTOR : 7.5HP (VR7F-8)
COMPRESSOR: R10
NOTES:
1. NTS
2. SPECIFICATIONS AND DIMENSIONS ARE SUBJECT TO
CHANGE WITHOUT NOTICE OR OBLIGATION.
3. ALL DIMENSIONS ARE IN INCHES.
2.985.43 26.02
11.51
34.13
n24.00
SIMPLEX CONTROL
PANEL
2
SD7
0800-OUTLINE-BARE UNIT, 80GL ELECTRIC
COMPRESSOR LINE
RUNS FROM THE SECOND
MPD COLUMN TO THE
LAST ON BOTH ENDS
EXIT SIDE
APPROACH SIDE
CANOPY
DEF
HOSE
REEL
HOSE
REEL
HOSE
REEL
HOSE
REEL
HOSE
REEL
HOSE
REEL
HOSE
REEL
HOSE
REEL
NEAREST
APPROACH FROM
COMPRESSOR UNIT
DEF
MAS
T
E
R
DEF
FE
MAS
T
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R
SA
T
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L
L
I
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DEF
MAS
T
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R
SA
T
E
L
L
I
T
E
DEF
FE
MAS
T
E
R
SA
T
E
L
L
I
T
E
DEF
MAS
T
E
R
SA
T
E
L
L
I
T
E
DEF
FE
MAS
T
E
R
SA
T
E
L
L
I
T
E
DEF
MAS
T
E
R
SA
T
E
L
L
I
T
E
DEF
FE
SAT
E
L
L
I
T
E
AIR CONDUIT
TO RUN
UP COLUMN
3
SD7
EDO CANOPY - AIR COMPRESSOR/HOSE LAYOUT
NOTES:
1. NTS
2. HOSE REEL LOCATION ALTERNATES FROM
TO APPROACH SIDE
3. REFERENCE FOR ALL OTHER ACCESSORY LAYOUTS6
SD6
NTS
4
SD7
ABOVE GROUND
DEF BOX
REMOTE FILL CAPS
IMPERVIOUS
CONCRETE
L-BACK
SHED CURB
2/SD6
BOLLARDS
11A/SD4
PAINTED YELLOW
REMOTE FILL CURB MOUNT
NTS
5
SD7
TRUCK COURT PAINT SPEC
USTC SUPREME
TRAFFIC LINE
MARKING PAINT,
YELLOW
USTC SUPREME
TRAFFIC LINE
MARKING PAINT,
BLACK 8"4"
4"
NOTE:
·REFER TO LOCAL DOT CONSTRUCTION DETAILS ON
PAVEMENT ARROW MARKING DIMENSIONS AND
DESIGN WHEN APPLICABLE.
·CONFIRM LOCAL JURISDICTION REQUIREMENTS
ON PAINT COLOR 9'-4"
5'
1'-7"
12"
10' - 71
2"
4'
-
2
"
5'
-
3
"
1'-7"4"
4"
STRIPING WIDTHS
YELLOW BAND BLACK OUTLINE
PARKING LINE 0'-8"0'-4"
PARKING TEXT 4' TALL 0'-4"
STOP BAR 2'-0"N/A
VAR. ARROWS 1' TO 1'-3" (SEE
DOT MANUAL)
0'-4"
4"
4"
4'
2'
2'
ST
A
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#
C
-
1
3
1
7
SD8
SEE PAVING PLAN FOR
REINFORCEMENT
C ISOLATION
JOINT
EQ
EQ
2'-0" MIN
1'-0"
#4 STIRRUPS
@ 18" O.C.
#93893 HEAVY DUTY
DUCTILE IRON GRADE
ADA COMPLIANT
#4 @ 18" O.C.
TRANSVERSE BARS L
1'
-
0
"
#4 CONT.
@ 12" O.C.
3" CL
R
#4 CONT. @ 6" O.C.
ENSURE TOP LONGITUDINAL
BARS ARE ON TOP AS SHOWN
AQUADUCT TRENCH DRAIN
CUSTOM POLYESTER CHANNEL
INITIAL CONCRETE
PLACEMENT
NTS
1
SD8
TYP. CONCRETE DETAIL FOR RT EXTENDED DIESEL OFFER
AQUADUCT CUSTOM 8" TRENCH DRAIN SYSTEM
3"
C
L
R
INSTALL
FOAM OR
WOOD
BRACING
PRIOR
TO
CONCRETE
POUR
1'-
0
"
2"
C
L
R
C ISOLATION
JOINT
L
2'-0" MIN
2" CLR
SE
E
P
A
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A
V
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M
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N
T
TH
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C
K
N
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S
S
SEE PAVING PLAN FOR
REINFORCEMENT
NOTES:
1.NOTE SPECIAL CROSSBAR CALLOUTS SPECIFIC TO EXTENDED DIESEL OFFER TRENCH DRAIN SYSTEM
2.G.C. MUST READ INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION OF AQUADUCT TRENCH DRAIN.
3.REFER TO DETAIL 6, SHEET SD2 FOR BRACING RECOMMENDATIONS.
4.SOME PROJECTS MAY HAVE MULTIPLE TRENCH DRAINS ON SITE. (REFER TO "GRADING PLAN" FOR EXACT LOCATIONS.)
5.EACH TRENCH DRAIN IS INDIVIDUALLY DESIGNED AND SIZED BY AQUADUCT, INC. (REFERE TO DESIGN SPECS FOR EXACT SIZING.)
6.REFERENCE FOR BRACING DETAILS
ISOLATION JOINT
SEE DETAIL 5, SHEET SD3
FOR INFORMATION NOT SHOWN
1/2" FOAM PLANK WITH
REMOVABLE ZIP STRIP,
FULL DEPTH OF PAVEMENT,
SEE DETAIL 3B, SHEET SD3 (TYP).
AGGREGATE
BASE
COATED STEEL
Z-PROFILE GRATE FRAME
6
SD2
3/4" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
PNA SQUARE DOWEL CLIP ON TOP OF SQUARE
BAR TO ISOLATE CONCRETE FROM BAR. ENSURE
DOWEL CLIP FITS TIGHT WITH FACE OF CONCRETE.
PNA CONTACT INFORMATION IS: 1-800-542-0214,
PNA-INC.COM
17"
12" (SQ)
8"
17
3 4 "
14 1
2 " (SQ)
32
"
17 3
4 "
17 3
4 "
17
"
17
"BASKET
OUTSIDE
PUNCH PLATE
17 X 17 GRATE
37
°
LIFTING EYES FOR
GALVANIZING ONLY
1
2" HEADED CONCRETE
ANCHOR BOLT (4) REQ'D
NTS
2
SD8
DIESEL ISLAND CATCH BASIN (TYP.)NTS
3
SD8
OIL WATER SEPERATOR
L 8'-8"
5'-2"2'-9"
FL2
4'-6"
FL1
4-9"
H
6'-0"
5"5"
4'-2"
W
5'-0"
5"
5"
3"
11"
5"
7"
18"
1 12"
CL
12"12"
24" TYP
NOTES:
1. Contractor to place OTA-600 alarm within 500 feet of oil water separator. CAT-5 cable to be run
from building data closet to alarm location, the maximum length of the CAT-5 cable is 350 feet.
RA
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T
A
A
A
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
P
26
7
.
3
120' TREE CANOPY
COVERAGE TYP.
SOD TYP.
L1
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1" = 30'
LEGEND
PROPOSED
CONCRETE SIDEWALK
PROPOSED BOLLARD
CURB BACKING (DETAIL 4, SHEET SD1)
PROPOSED AREA LIGHT POLES
(DETAIL 6, SHEET SD2) (SEE MEP PLANS
FOR CONDUIT INFORMATION)
SITE DESIGN STANDARDS
BUILDING SETBACK
FRONT (WEST)
SIDE, STREET (SOUTH)
SIDE, INTERIOR (NORTH)
REAR (EAST)
REQUIRED PROVIDED
50'62.5'
50'10'
0'123.2'
0'455.1'
LAND USE SUMMARY (ON SITE)
CATEGORY
BUILDING
PAVEMENT / SIDEWALK
PERVIOUS
TOTAL
AREA PERCENTAGE
0.08 AC.1.7 %
2.51 AC.52.3 %
2.212 AC.46.1 %
20.43 AC.100 %
R
Know what's below.
Call before you dig.
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
PARKING SPOT COUNTS
SIGN SETBACK REQUIRED PROVIDED
FRONT (WEST)
SIDE, STREET (SOUTH)
5'10'
5'N/A
PARKING SUMMARY
CATEGORY
STANDARD PARKING SPACES
HANDICAP ACCESSIBLE SPACES
TOTAL
COUNT
16
2
18
STALLS REQ'D = 1 PER 200 S.F.18
MAX # OF STALL = NOT SPECIFIED N.A.
SITE DATA:
TM#: R04000-003-008-000
TOTAL SITE = 4.802 AC
TOTAL DISTURBED AREA = 4.5 AC
ZONING - HEAVY INDUSTRIAL DISTRICT (I-2)
PHYSICAL ADDRESS:
2102 U.S. HWY. 421 N.
WILMINGTON, NC 28401
FLOOD ZONE 'AE' PER FEMA PANEL
3720311800L EFF. 8/28/2018
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
State
o
f
N
o
r
th
Caroli n a
A LISONG
.
B
R
A
N
DT
REGISTERED
L
A
N
DSCAP E A R C HITE
CT
No
.
1
1
6
3
LANDSCAPING REQUIREMENTS:
TREE RETENTION:
-15 TREES PER ACRE REQUIRED
-TOTAL ACREAGE: 4.8 AC X 15 = 72 TREES REQUIRED
-72 TREES PROVIDED
STREET YARD LANDSCAPING:
-1 CANOPY TREE/SHADE TREE OR 3 UNDERSTORY TREES (IF OVERHEAD
POWER LINES) AND 6 SHRUBS EVERY 600 SF OF STREET YARD.
-US HWY 421 STREET FRONTAGE: 267.3 LF X 12.5' WIDTH = 3,341.3 SF / 600 SF
-5.6 CANOPY TREES REQUIRED
-(17 UNDERSTORY TREES PROVIDED DUE TO OHP)
-34 SHRUBS REQUIRED
-34 SHRUBS PROVIDED
PARKING LOT INTERIOR:
-8% OF VEHICLE USE AREA REQUIRED TO BE LANDSCAPED
-99,390 SF VUA * 8% = 7,951 SF REQUIRED
-19,297 SF (19.4%) OF PLANTED AREA PROVIDED
FOUNDATION PLANTING:
-12% OF GROSS FLOOR AREA REQUIRED TO BE LANDSCAPED
-3,500 SF * 12% = 420 SF REQUIRED
-894 SF (26%) OF PLANTED AREA PROVIDED
GENERAL NOTES & SPECIFICATIONS
LAWN INSTALLATION: Lawn areas shall be fine graded to a smooth, positively draining slope, removing all stones over 3/4" .
Agricultural limestone shall be incorporated into the soil at a rate of 50 pounds per 1000 square feet. Apply specified seed at
recommended rate. Straw mulch or hydromulch shall be used as deemed necessary by the Landscape Contractor and Landscape
Architect. The Landscape Contractor shall be responsible to establish a full stand of grass and will repair any bare spots 1'- 0"
square due to uneven seed distribution, drought or erosion.
SOD INSTALLATION: Sodded lawn areas shall be fine graded to a smooth, positively draining slope, removing all stones over 3/4" .
Sod shall be healthy, thick sod placed so that joints are butt tight. Staple as necessary. Sod shall be trimmed to match bed lines
shown on plan. Startup fertilizer shall be incorporated into the soil at the manufacturer's recommended rate. Any area of sod that fails
to root, settles or dies will be replace by the Landscape Contractor.
UTILITY LOCATION: The Landscape Contractor is responsible for contacting the utility locator service and is responsible for any
damage done to utilities.
QUANTITIES Plant quantities are shown for the contractor's convenience only.
PLANTS SHALL BE INSTALLED AS SHOWN. Contractor is responsible for confirming all quantities prior to bidding and installation.
BIDS In order to keep all bids standard, all bids are to have unit prices listed. The Owner has the option to delete any portion of the
contract prior to signing the contract or beginning work. This will be a unit price contract.
PLANT QUALITY All plants shall be nursery grown, have a full habit of growth as is characteristic of that species, and shall be free of
disease or insects. General plant quality shall be as specified in the "USA Standard for Nursery Stock" (published by the American
Association of Nurserymen). Please contact the Landscape Architect if there is difficulty in locating a particular plant. If necessary, a
substitute plant will be recommended by the Landscape Architect.
PLANTING AREA PREPARATION: Entire planting area shall be scarified and contain amended on-site soil or a soil mix to a depth of no
less than 18". (see planting detail for more information.)
SETTING OF PLANTS The root ball of container grown plants shall be scarified in several places prior to planting. Plant shrubs and
trees so that after initial settlement, the top root balls will be even with or slightly above the adjacent soil line. Around root balls, 1/2 of
the original soil shall be removed from the planting hole and throughly mixed with the same quantity peat moss or well rotted, fine
textured bark. (Only in areas where the existing soil is 100% fertile, loose topsoil (brown or black in color) can plants be placed
directly in the soil with no amendments). PLANTINGS NOT DONE IN THIS MANNER SHALL BE REMOVED AND PROPERLY
REPLANTED.
PREPARATION OF GROUND COVER AND SEASONAL COLOR BEDS : The existing soil in ground cover and seasonal color beds shall
be thoroughly cultivated 6 inches deep, to a fine texture ( no clods over 1/2") with a mechanical tiller. A plant mix of 60% screened
shredded topsoil, 20% sand, and 20% well rotted sawdust or peat shall then be thoroughly incorporated into the existing soil with the
tiller so that the soil mix (6" deep) is 1/2 original soil and 1/2 plant mix. All groundcover and seasonal color beds shall receive a 2"
layer of fine textured, screened, pine bark mulch, or equal.
PLANTINGS NOT DONE IN THIS MANNER SHALL BE REMOVED AND PROPERLY REPLANTED.
FERTILIZING Upon completion of plantings, all shrubs shall receive 1/6 cup of 16-4-8 fertilizer (50% of nitrogen slow release) evenly
broadcast at the base of the plants. Trees shall receive 1/4 cup of 16-4-8 fertilizer (50% of nitrogen slow release) per inch of caliper.
Ground cover beds shall be fertilized at the rate of 20 pounds of 16-4-8 ( 50% of nitrogen slow release) per 1000 square feet.
STAKING OF TREES Deciduous trees, 1 1/2" in caliper and over, and evergreen trees, 8' and taller shall be staked. Rubberhose to be
used to cover the wire at the point of its contact with the tree. The Landscape Contractor is responsible for all wind damage to trees,
(provided winds are less than 60mph) during the guarantee period, and may stake other trees (for his own protection) at his option.
TRANSPLANTS All plant material to be transplanted shall be transplanted according to guidelines set by AAN standards.
Transplanted material will not be guaranteed by the landscape contractor.
MULCHING As specified on planting list. Hardwood mulch: All beds to receive a 3" layer of aged hardwood bark mulch (free of wood
chips or large chunks of bark). Fresh hardwood bark mulch is not recommended to be used, as water run-off may cause staining on
adjacent concrete surfaces. All damages incurred by the use of fresh hardwood mulch shall be the responsibility of the landscape
contractor. Pinestraw: All beds to receive a 4" layer (prior to compaction) of pinestraw. After natural compaction, pinestraw should
have a depth of 2". All trees located in lawn areas shall receive a 3' diameter ring of mulch. Mulch in these areas is to follow the above
listed guidelines. A weed barrier shall be provided in all bed areas under mulch layer.
GRADING All final grading shall be the responsibility of the landscape contractor. The responsibility for any additional grading (if
needed) shall be determined prior to bidding.
BACKFILL Landscape contractor to verify any additional backfill/topsoil needed prior to beginning work. A unit price for topsoil shall
be included in all bid documents to allow for circumstances that might arise during installation.
STABILIZATION Landscape contractor shall ensure that all plantings are stabilized with ground covers, mulches or other approved
materials to prevent soil erosion and allow rainwater infiltration.
CLEAN UP Final clean up of any disturbances occurring as a result of landscape operations shall be the responsibility of the
landscape contractor.
INSPECTION It shall be the contractor's responsibility to provide for inspection of the plant material by the Landscape Architect prior
to installation. All plant material will be inspected. Plants not conforming precisely to the plant list will not be accepted and shall be
replaced at the contractor's own expense.
LICENSES The contractor will be responsible for obtaining all licenses necessary to complete the work.
INSURANCE With the submittal of bid documents, the landscape contractor shall also submit a certificate of insurance for workman's
compensation and a contractor's general liability. Contractors not providing evidence of such insurance will be ineligible to recieve
the contract for the job
GUARANTEE All plant material and workmanship to be guaranteed for one year from the date of acceptance by the Owner. Plant
replacement to occur only once. The contractor will not be responsible for defects resulting from neglect by the Owner, abuse or
damage by others, or unusual phenomena or incidents beyond the landscape contractors control which result from natural causes
such as floods, lightning, storms, freezing rains, or winds over 60 miles per hour, fire, vandalism or theft.
IRRIGATION Unless otherwise specified, if an automatic irrigation system is desired or required, it will be the responsibility of the
contractor to have the system designed and installed. NO IRRIGATION TO BE PLACED IN NCDOT ROW.
COMPLETE PLANT SCHEDULE
DETAILS AND NOTES ON SHEET L2
(14) PICH
(5) ZESE
(10) ZESE(10) PICH
(3) ZESE
(6) PICH
(3) UPBO
(3) ACOG
(8) TOMS
(3) ZESE
(7) DIVJ
(3) AGKA
(3) AGKA
(8) MSRS
(9) LIMU
(16) DIVJ
(18) AGKA
(3) QUNI
(3) ACOG
(3) ACOG
(3) QUNI
(3) UPBO
(6) GAKH
(6) MUPC(5) AGKA
(3) JCAB
(6) LCSU
(3) GAKH
L2
LA
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4/28/2023
JWHITE
S221106_LANDSCAPE.dwg
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PROPOSED
CONCRETE SIDEWALK
PROPOSED BOLLARD
CURB BACKING (DETAIL 4, SHEET SD1)
PROPOSED AREA LIGHT POLES
(DETAIL 6, SHEET SD2) (SEE MEP PLANS
FOR CONDUIT INFORMATION)
SITE DESIGN STANDARDS
BUILDING SETBACK
FRONT (WEST)
SIDE, STREET (SOUTH)
SIDE, INTERIOR (NORTH)
REAR (EAST)
REQUIRED PROVIDED
50'62.5'
50'10'
0'123.2'
0'455.1'
CATEGORY
BUILDING
PAVEMENT / SIDEWALK
PERVIOUS
TOTAL
AREA PERCENTAGE
0.08 AC.1.7 %
2.51 AC.52.3 %
2.212 AC.46.1 %
20.43 AC.100 %
R
Know what's below.
Call before you dig.
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
PARKING SPOT COUNTS
SIGN SETBACK REQUIRED PROVIDED
FRONT (WEST)
SIDE, STREET (SOUTH)
5'10'
5'N/A
PARKING SUMMARY
CATEGORY
STANDARD PARKING SPACES
HANDICAP ACCESSIBLE SPACES
TOTAL
COUNT
16
2
18
STALLS REQ'D = 1 PER 200 S.F.18
MAX # OF STALL = NOT SPECIFIED N.A.
SITE DATA:
TM#: R04000-003-008-000
TOTAL SITE = 4.802 AC
TOTAL DISTURBED AREA = 4.5 AC
ZONING - HEAVY INDUSTRIAL DISTRICT (I-2)
PHYSICAL ADDRESS:
2102 U.S. HWY. 421 N.
WILMINGTON, NC 28401
FLOOD ZONE 'AE' PER FEMA PANEL
3720311800L EFF. 8/28/2018
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
State
o
f
N
o
r
th
Caroli n a
A LISON
G.
B
R
A
N
DT
REGISTERED
L
A
N
DSCAP E A R C HITE
CT
No
.
1
1
6
3
COMPACTED SOIL MIX
SCARIFY SIDES OF
ROOT BALL
SUBGRADE
4" SOIL SAUCER
NOTES:
1. REMOVE WIRE, NYLON TWINE OR CONTAINER FROM ROOT BALL.
2. SCARIFY SIDES AND BOTTOM OF HOLE AS WELL AS THE ROOT BALL.
3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
4. ROOT BALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF
UNDISTURBED SOIL TO PREVENT SETTLING.
5. ROOT BALLS SMALLER THAN 2' MAY SIT ON COMPACTED SOIL MIXTURE.
6. BACKFILL PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 8" LAYERS, HAND
TAMP TO REMOVE VOIDS.
7. WHEN 23 BACKFILLED, FILL WITH WATER
8. AFTER BACKFILLING AND TAMPING FINAL LAYER, WATER AGAIN UNTIL NO MORE
IS ABSORBED.
9. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
PREPARE AREA 3 TIMES
WIDTH OF ROOTBALL
3" MULCH (SEE PLANTING SCHEDULE FOR TYPE)
BACKFILL
MIXTURE
SHRUB PLANTING
N.T.S.
SAUCER SOIL TO
RETAIN WATER
DEEPROOT ARBORTIE
-INSTALLED PER
MANUFACTURER
www.deeproot.com
PULL MULCH AWAY FROM COLLAR OF
TREE
2 X 4" STAKE
ROOTBALL
FINISH
GRADE
BACKFILL
MIXTURE
SUBGRADE
3" OR 4" MULCH
EARTH PEDESTAL TO KEEP TOP OF
ROOT BALL 2" ABOVE FINISH GRADE
REMOVE ALL WIRE AND AS MUCH BURLAP
AS POSSIBLE
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM ROOT BALL
2. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION
4. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
AMENDED SOIL AREA:
ENTIRE PLANTING AREA SHALL BE SCARIFIED AND CONTAIN AMENDED ON-SITE SOIL OR A SOIL MIX TO A DEPTH OF 18"
(IN SOME SITUATIONS, LAWN WILL BE PLANTED OVER THIS AREA)
MULCH RING FOR TREES IN LAWN MINIMUM 6' DIA.
TREE OVER 2" CAL. WITH STAKING
N.T.S.
6" SAUCER SOIL TO RETAIN WATER
PULL MULCH AWAY FROM COLLAR OF TREE
ROOTBALL
FINISH GRADE
AMENDED SOIL
AREA
SUBGRADE
PREPARE AREA 3 TIMES WIDTH OF ROOT BALL
3" MULCH (SEE PLANT
SCHEDULE FOR TYPE)
EARTH PEDESTAL TO
KEEP TOP OF ROOT BALL
2" ABOVE FINISH GRADE
REMOVE ALL WIRE AND AS MUCH
BURLAP AS POSSIBLE
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM ROOT BALL
2. INSTALL TOP OF ROOT BALL 2" ABOVE FINISH GRADE
3. SCARIFY SIDES AND BOTTOM OF PIT.
4. BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 8" LAYERS, HAND TAMP TO REMOVE VOIDS.
5. WHEN 23 BACKFILLED, FILL WITH WATER
6. AFTER BACKFILLING AND TAMPING FINAL LAYER, WATER AGAIN UNTIL NO MORE IS ABSORBED
7. 6" SAUCER WILL BE INSIDE OF BACKFILL.
8. DO NOT WRAP TREE TRUNK.
AMENDED SOIL AREA:
THOROUGHLY TILL IN PLANTING SOIL
MIXTURE AMENDMENTS TO DEPTH OF 8" (IN
SOME SITUATIONS, LAWN WILL BE
PLANTED OVER THIS AREA)
MULCH RING FOR TREES IN LAWN MINIMUM
6' DIA.
8' MIN. (WHERE SPACE ALLOWS)
TOMAHAWK TREE STABILIZER (2 PER TREE)
# 82101 32" (for up to 3" Caliper tree)
BORDER CONCEPTS,INC.
PH. 704-541-5509, borderconcepts.com
TOMAHAWK TREE STABILIZER (2 PER TREE)
ROOTBALL
MULTI-TRUNK TREE
N.T.S.
LANDSCAPING REQUIREMENTS:
TREE RETENTION:
-15 TREES PER ACRE REQUIRED
-TOTAL ACREAGE: 4.8 AC X 15 = 72 TREES REQUIRED
-72 TREES PROVIDED
STREET YARD LANDSCAPING:
-1 CANOPY TREE/SHADE TREE OR 3 UNDERSTORY TREES (IF OVERHEAD
POWER LINES) AND 6 SHRUBS EVERY 600 SF OF STREET YARD.
-US HWY 421 STREET FRONTAGE: 267.3 LF X 12.5' WIDTH = 3,341.3 SF / 600 SF
-5.6 CANOPY TREES REQUIRED
-(17 UNDERSTORY TREES PROVIDED DUE TO OHP)
-34 SHRUBS REQUIRED
-34 SHRUBS PROVIDED
PARKING LOT INTERIOR:
-8% OF VEHICLE USE AREA REQUIRED TO BE LANDSCAPED
-99,390 SF VUA * 8% = 7,951 SF REQUIRED
-19,297 SF (19.4%) OF PLANTED AREA PROVIDED
FOUNDATION PLANTING:
-12% OF GROSS FLOOR AREA REQUIRED TO BE LANDSCAPED
-3,500 SF * 12% = 420 SF REQUIRED
-894 SF (26%) OF PLANTED AREA PROVIDED
GENERAL NOTES & SPECIFICATIONS
LAWN INSTALLATION: Lawn areas shall be fine graded to a smooth, positively draining slope, removing all stones over 3/4" .
Agricultural limestone shall be incorporated into the soil at a rate of 50 pounds per 1000 square feet. Apply specified seed at
recommended rate. Straw mulch or hydromulch shall be used as deemed necessary by the Landscape Contractor and Landscape
Architect. The Landscape Contractor shall be responsible to establish a full stand of grass and will repair any bare spots 1'- 0"
square due to uneven seed distribution, drought or erosion.
SOD INSTALLATION: Sodded lawn areas shall be fine graded to a smooth, positively draining slope, removing all stones over 3/4" .
Sod shall be healthy, thick sod placed so that joints are butt tight. Staple as necessary. Sod shall be trimmed to match bed lines
shown on plan. Startup fertilizer shall be incorporated into the soil at the manufacturer's recommended rate. Any area of sod that fails
to root, settles or dies will be replace by the Landscape Contractor.
UTILITY LOCATION: The Landscape Contractor is responsible for contacting the utility locator service and is responsible for any
damage done to utilities.
QUANTITIES Plant quantities are shown for the contractor's convenience only.
PLANTS SHALL BE INSTALLED AS SHOWN. Contractor is responsible for confirming all quantities prior to bidding and installation.
BIDS In order to keep all bids standard, all bids are to have unit prices listed. The Owner has the option to delete any portion of the
contract prior to signing the contract or beginning work. This will be a unit price contract.
PLANT QUALITY All plants shall be nursery grown, have a full habit of growth as is characteristic of that species, and shall be free of
disease or insects. General plant quality shall be as specified in the "USA Standard for Nursery Stock" (published by the American
Association of Nurserymen). Please contact the Landscape Architect if there is difficulty in locating a particular plant. If necessary, a
substitute plant will be recommended by the Landscape Architect.
PLANTING AREA PREPARATION: Entire planting area shall be scarified and contain amended on-site soil or a soil mix to a depth of no
less than 18". (see planting detail for more information.)
SETTING OF PLANTS The root ball of container grown plants shall be scarified in several places prior to planting. Plant shrubs and
trees so that after initial settlement, the top root balls will be even with or slightly above the adjacent soil line. Around root balls, 1/2 of
the original soil shall be removed from the planting hole and throughly mixed with the same quantity peat moss or well rotted, fine
textured bark. (Only in areas where the existing soil is 100% fertile, loose topsoil (brown or black in color) can plants be placed
directly in the soil with no amendments). PLANTINGS NOT DONE IN THIS MANNER SHALL BE REMOVED AND PROPERLY
REPLANTED.
PREPARATION OF GROUND COVER AND SEASONAL COLOR BEDS : The existing soil in ground cover and seasonal color beds shall
be thoroughly cultivated 6 inches deep, to a fine texture ( no clods over 1/2") with a mechanical tiller. A plant mix of 60% screened
shredded topsoil, 20% sand, and 20% well rotted sawdust or peat shall then be thoroughly incorporated into the existing soil with the
tiller so that the soil mix (6" deep) is 1/2 original soil and 1/2 plant mix. All groundcover and seasonal color beds shall receive a 2"
layer of fine textured, screened, pine bark mulch, or equal.
PLANTINGS NOT DONE IN THIS MANNER SHALL BE REMOVED AND PROPERLY REPLANTED.
FERTILIZING Upon completion of plantings, all shrubs shall receive 1/6 cup of 16-4-8 fertilizer (50% of nitrogen slow release) evenly
broadcast at the base of the plants. Trees shall receive 1/4 cup of 16-4-8 fertilizer (50% of nitrogen slow release) per inch of caliper.
Ground cover beds shall be fertilized at the rate of 20 pounds of 16-4-8 ( 50% of nitrogen slow release) per 1000 square feet.
STAKING OF TREES Deciduous trees, 1 1/2" in caliper and over, and evergreen trees, 8' and taller shall be staked. Rubberhose to be
used to cover the wire at the point of its contact with the tree. The Landscape Contractor is responsible for all wind damage to trees,
(provided winds are less than 60mph) during the guarantee period, and may stake other trees (for his own protection) at his option.
TRANSPLANTS All plant material to be transplanted shall be transplanted according to guidelines set by AAN standards.
Transplanted material will not be guaranteed by the landscape contractor.
MULCHING As specified on planting list. Hardwood mulch: All beds to receive a 3" layer of aged hardwood bark mulch (free of wood
chips or large chunks of bark). Fresh hardwood bark mulch is not recommended to be used, as water run-off may cause staining on
adjacent concrete surfaces. All damages incurred by the use of fresh hardwood mulch shall be the responsibility of the landscape
contractor. Pinestraw: All beds to receive a 4" layer (prior to compaction) of pinestraw. After natural compaction, pinestraw should
have a depth of 2". All trees located in lawn areas shall receive a 3' diameter ring of mulch. Mulch in these areas is to follow the above
listed guidelines. A weed barrier shall be provided in all bed areas under mulch layer.
GRADING All final grading shall be the responsibility of the landscape contractor. The responsibility for any additional grading (if
needed) shall be determined prior to bidding.
BACKFILL Landscape contractor to verify any additional backfill/topsoil needed prior to beginning work. A unit price for topsoil shall
be included in all bid documents to allow for circumstances that might arise during installation.
STABILIZATION Landscape contractor shall ensure that all plantings are stabilized with ground covers, mulches or other approved
materials to prevent soil erosion and allow rainwater infiltration.
CLEAN UP Final clean up of any disturbances occurring as a result of landscape operations shall be the responsibility of the
landscape contractor.
INSPECTION It shall be the contractor's responsibility to provide for inspection of the plant material by the Landscape Architect prior
to installation. All plant material will be inspected. Plants not conforming precisely to the plant list will not be accepted and shall be
replaced at the contractor's own expense.
LICENSES The contractor will be responsible for obtaining all licenses necessary to complete the work.
INSURANCE With the submittal of bid documents, the landscape contractor shall also submit a certificate of insurance for workman's
compensation and a contractor's general liability. Contractors not providing evidence of such insurance will be ineligible to recieve
the contract for the job
GUARANTEE All plant material and workmanship to be guaranteed for one year from the date of acceptance by the Owner. Plant
replacement to occur only once. The contractor will not be responsible for defects resulting from neglect by the Owner, abuse or
damage by others, or unusual phenomena or incidents beyond the landscape contractors control which result from natural causes
such as floods, lightning, storms, freezing rains, or winds over 60 miles per hour, fire, vandalism or theft.
IRRIGATION Unless otherwise specified, if an automatic irrigation system is desired or required, it will be the responsibility of the
contractor to have the system designed and installed. NO IRRIGATION TO BE PLACED IN NCDOT ROW.
TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
ACOG 9 Acer rubrum `October Glory`October Glory Red Maple 2" Cal. 10` Ht. Min.6` Clear Trunk
PICH 30 Pistacia chinensis Chinese Pistache 2" Cal. 10` Ht. Min.6` Clear Trunk
QUNI 6 Quercus nigra Water Oak 2" Cal. 10` Ht. Min.6' Clear Trunk
UPBO 6 Ulmus parvifolia `Bosque`Bosque Lacebark Elm 2" Cal. 10` Ht. Min.6` Clear Trunk
ZESE 21 Zelkova serrata `Village Green`Sawleaf Zelkova 2" Cal. 10` Ht. Min.6` Clear Trunk
1`-4` EVERGREEN SHRUB CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
AGKA 29 Abelia x grandiflora `Kaleidoscope`Glossy Abelia 3 gal 18" Ht. Min.
DIVJ 23 Distylium x `Vintage Jade`Vintage Jade Distylium 3 gal 18" Ht. Min.
GAKH 9 Gardenia jasminoides `Kleim`s Hardy`Kleim`s Hardy Gardenia 3 gal 18" Ht. Min.
JCAB 3 Juniperus chinensis `Angelica Blue`Angelica Blue Juniper 3 gal 18" Ht. Min.
LCSU 6 Loropetalum chinense `Suzanne`Suzanne Fringe Flower 3 gal 18" Ht. Min.
6`+ EVERGREEN SHRUB CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
TOMS 8 Thuja occidentalis `Smaragd`Emerald Green Arborvitae 6` Ht
NATIVE GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
MUPC 6 Muhlenbergia capillaris `Pink Cloud`Pink Muhly 3 gal 18" Ht. Min.
UNDERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
LIMU 9 Lagerstroemia indica x fauriei 'Muskogee'Muskogee Crape Myrtle Multi-Trunk 8` Ht.
MSRS 8 Magnolia stellata 'Royal Star'Royal Star Magnolia 8` Ht.
PLANT SCHEDULE
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