HomeMy WebLinkAboutRaceWay-CapeFear_S240606_2025.03.25_v1COV
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ZHEYDENBURG
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CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO
ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RACEWAY 1725 - CAPE FEAR
SDI PROJECT #S240606 - STORE # 1725
4251 US HWY 421N
DEVELOPMENT PLANS
WILMINGTON, NEW HANOVER COUNTY, NC
PROJECT INFORMATION
ZONING
PARCEL ID
PERMIT TYPE PERMIT NUMBER (APPROVAL DATE)
CONSULTANTS
ENGINEER
SITE DESIGN, INC.
ZEDEKIAH HEYDENBURG, P.E.
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-285-0618
LANDSCAPE ARCHITECT SURVEYOR
UTILITY PROVIDERS
WATER
CAPE FEAR PUBLIC UTILITY
253 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
BERNICE JOHNSON
PHONE: 910-332-6620
ELECTRIC TELEPHONE
DUKE ENERGY
N/A
N/A
JAMES CHAVIS
PHONE: 910-338-6993
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
SANITARY SEWER GAS CABLE
PEIDMONT NATURAL GAS
1321 S. 10TH STREET
WILMINGTON, NC 28401
PAUL GONKA
PHONE: 910-251-2810
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
STORM
NEW HANOVER COUNTY
230 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
GALEN JAMISON
PHONE: 910-798-7072
FIRE DISTRICT
NEW HANOVER COUNTY
2100 CAPITAL DRIVE
WILMINGTON, NC 28405
RAYMON GRISWOLD
PHONE: 910-798-7448
OTHER
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
SHEET INDEX
NO.
COV
S1 BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS)
COVER SHEET
TREE SURVEY (AS REQUIRED)
PLAT (AS REQUIRED)
DEMOLITION PLAN
STORMWATER POLLUTION PREVENTION PLAN - PHASE 1
GENERAL REQUIREMENTS
SITE PLAN
S1.1
S1.2
C1
C2
GR1
C3
C3.1
C3.2
C5
C7
C7.1
C8
C8.1
PAVING PLAN
JOINTING PLAN
DRAINAGE PLAN
UTILITY PLAN
RIGHT-OF-WAY IMPROVEMENTS
CONSTRUCTION DETAILS
UTILITY DETAILS
SD1 - SD4 RACETRAC STANDARD DETAILS
L1 - L1.3 LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS
L2 - L2.3 IRRIGATION PLANS, DETAILS AND SPECIFICATIONS
L3 MAINTENANCE SPECIFICATIONS
SHEET DESCRIPTION
TS1 - TS2 COUNTY/STATE DOT DETAILS
SP1 PHOTOMETRIC PLAN (BY OTHERS)
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
CONSTRUCTION INFORMATION
RACETRAC 24-HOUR PHONE NUMBER: 770-595-0309
CONTACT NAME: TOMMY PEASE
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, TRENSHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE
SPECIFICATIONS OF THE ITEMS LISTED.
(EXPIRATION DATE)
C4 GRADING PLAN
PARCEL ID # R02400-001-068-000
REV DATE
DRAINAGE PROFILES
C6
HEAVY INDUSTRIAL DISTRICT (I-2)
PART OF R02400-001-068-000
SITE DESIGN, INC.
ALISON BRANDT, P.L.A
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-285-0618
SITE DESIGN, INC.
CLAY JONES, P.L.S.
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-285-0618
CAPE FEAR PUBLIC UTILITY
253 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
BERNICE JOHNSON
PHONE: 910-332-6620
UNIT # 160
STORMWATER POLLUTION PREVENTION PLAN - PHASE 2C2.1
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3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, 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 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 Paramounte Engineering, Inc..
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 travel lane and/or drive aisle dimensions are to edge-of-pavement unless otherwise noted.
3.All curb dimensions, radii, elevations are to the face of curb / gutter unless otherwise noted.
GRADING PLAN NOTES:
1.Topographic information was taken from a topographic survey by Paramounte Engineering, Inc. 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. Site Design and RaceTrac Petroleum do 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 3:1 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.
23.A minimum of 3' of suitable fill shall be required between the existing gas main and any rock, concrete, and/or asphalt.
24.A minimum of 1' of separation between the existing gas main and any new utilities shall be provided.
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.
C1
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3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
RW
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LEGEND
LIMITS OF DISTURBANCE
AREA OF DEMOLITION,
CLEARING & GRUBBING
(UNLESS OTHERWISE NOTED)
PAVEMENT AND CURBING
TO BE REMOVED
REFER TO L0 FOR TREE REMOVAL PLAN
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
AREA =
226,900 SF ±
5.2 ACRES ±
UTILITIES TO BE REMOVED
LIMITS OF
DISTURBANCE
(TYP.)
LAND USE: VACANT
ZONING: I2
PR
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LIMITS OF
DISTURBANCE
(TYP.)
EXISTING
HYDRANT
TO REMAIN
LAND USE: VACANT
ZONING: I2
EXISTING
OVERHEAD
POWER
EXISTING UTILITY
POLE (TYP.)
EXISTING
UNDERGROUND
TELECOM (TYP.)
EXISTING 6"
SANITARY SEWER
FORCEMAIN
EXISTING 8" C900
WATER MAIN
EXISTING
UNDERGROUND
GAS MAIN
142.3' - SAWCUT EOP FOR CLEAN
CONNECTION OF DRIVEWAY113.4' - SAWCUT EOP FOR CLEAN
CONNECTION OF DRIVEWAY
50.0' ACCESS &
UTILITY EASEMENT
SUBJECT PROPERTY
(TOTAL SITE AREA 4.26 ACRES)
(DEMOLITION SHOWN ± 0.0 ACRES)
(LIMITS OF DISTURBANCE 5.2 ACRES)
EXISTING SWALE BUILT OFF-SITE AS PART OF
MASTER PLAN - CONTRACTOR SHALL VERIFY
ELEVATIONS AND INFORM ENGINEER IF ANY
CONFLICTS ARE FOUND
PBCWTR
(15)
(16)
(17)
(18)
(19)
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(17)
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(18)
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(19)
(
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(1
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(15)(16)(17)(17)
(15)
(15)
(16)
(16)(17)
(17)
C2
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1
3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
RW
1
7
2
5
-
C
A
P
E
F
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A
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NO
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DA
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VERSIONSHEET NO.
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PROJECT STABILIZATION
AREA TO BE STABILIZED
AREAS DISTURBED OUTSIDE THE RACETRAC
PROPERTY BOUNDARY DURING CONSTRUCTION
SHALL BE STABILIZED DURING CONSTRUCTION
ACTIVITIES.
(SEE LANDSCAPE PLANS FOR AREAS INSIDE THE
RACETRAC PROPERTY BOUNDARY)
LEGEND
STAKED SEDIMENT LOG @ INLETS
OR MIRAFI FABRIC
STAKED SILT FENCE
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
TEMPORARY CONSTRUCTION
ENTRANCE AND WHEEL WASH
(SEE DETAIL ON SHEET C2.2)
APPROXIMATE LOCATION OF
PORT-A-JOHN, CONCRETE WASHOUT, AND
TRASH CONTAINER - CONTRACTOR TO
MARK IN RED ON PLANS IF RELOCATED
INSTALL ± 475 L.F.
SINGLE ROW SILT
FENCE
TEMPORARY DIVERSION SWALE (TYP.)
N.T.S
1'
3:
1
3:1
1'1'
1'
TIE OFF TO
EXISTING
TIE OFF TO
EXISTING STRAW WITH NET
TEMPORARY LINER
SKIMMER W/
CLEANOUT STAKE -
SEE SKIMMER DETAIL
COIR FIBER
BAFFLES (TYP.)
BEGIN SINGLE
ROW SILT FENCE
DRAINAGE SYSTEM
TO BE INSTALLED IN
PHASE 1 (TYP.)
TOP OF POND ELEVATION: 19.0'
BOT. OF POND ELEVATION: 15.0'
RIPRAP PAD
(TYP.)
TEMPORARY DIVERSION TO BE
CONSTRUCTED AS GRADES ARE
BROUGHT UP TO DIRECT FLOW
TO SEDIMENT BASIN - REFER TO
TYPICAL SECTION
END SINGLE
ROW SILT FENCE
INLET PROTECTION
(TYP.)
INSTALL ROCK
CHECK DAM PER
DETAIL ON SHEET
C2.4 (TYP.)
TEMPORARY CONSTRUCTION
ENTRANCE AND WHEEL WASH
(SEE DETAIL ON SHEET C2.2)
INSTALL ± 830 L.F. SINGLE
ROW SILT FENCE WITH
ROCK OUTLETS SPACES AT
LOW POINTS
ROCK OUTLET
(TYP.)
END SINGLE
ROW SILT FENCE
BEGIN SINGLE
ROW SILT FENCE
CONTRACTOR SHALL COORDINATE WITH STORMWATER
MASTERPLAN FOR GRADING OF OFF-SITE DRAINAGE
SWALE CONNECTING TO MASTER INFILTRATION POND
SITE DRAINS TO A EXISTING DRAINAGE FACILITY THAT
EMPTIES INTO CATFISH CREEK (SUTTON LAKE) WHICH IS
PART OF THE CAPE FEAR RIVER BASIN. CATFISH CREEK HAS
A CLASSIFICATION OF C;SW. STREAM INDEX 18-69
CONSTRUCTION SCHEDULE
TASKS
DETERMINE LIMITS OF CONST.
INSTALL CONSTRUCTION ENTRANCE
INSTALL SEDIMENT CONTROL DEVICES
CLEAR AND GRUB SITE
GRADE SITE AREAS
INSTALL UTILITIES/STORM DRAIN
BUILDING CONSTRUCTION
PAVING OPERATIONS
FINAL GRASSING & LANDSCAPING
REMOVE EROSION CONTROL MEASURES
MAINT. OF SED. AND EROSION
1
MONTH
2 3 4 5 6 7 8 9 10
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:
5.6 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
CONSTRUCTION SEQUENCE (PHASE I):
1.OBTAIN PLAN APPROVAL AND NOTIFY NEW HANOVER COUNTY EROSION
CONTROL SPECIALIST BEFORE WORK BEGINS. EROSION AND SEDIMENT
CONTROL PERMIT AND CERTIFICATE OF COVERAGE MUST BE OBTAINED
BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC AND A HARD
COPY OF THE APPROVED PLANS SHALL BE KEPT ON SITE AND BE
ACCESSIBLE DURING INSPECTIONS.
2.DETERMINE LIMITS OF CONSTRUCTION AND INSTALL SILT FENCE, SILT FENCE
OUTLETS, ROCK SEDIMENT CHECKS IN DITCHES, CONSTRUCTION ENTRANCE,
CONCRETE WASHOUT, AND ALL OTHER PERIMETER BMP'S.
3.BEFORE ANY GRADING BEGINS, CLEAR TREES AS NECESSARY TO BEGIN
CONSTRUCTION OF DETENTION POND.
4.CONSTRUCT SEDIMENT BASIN AND USE SUITABLE MATERIAL FROM
EXCAVATION TO FILL IN DRIVEWAY IN MANNER THAT PROVIDES POSITIVE
DRAINAGE TOWARD THE SEDIMENT BASIN. SEED AND MAT SLOPES OF
SEDIMENT BASIN IMMEDIATELY UPON COMPLETION.
5.AFTER BASIN IS COMPLETED AND BEFORE MASS GRADING BEGINS, CONTACT
NEW HANOVER COUNTY TO SCHEDULE AN INSPECTION OF THE BASIN AND
PERIMETER BMP'S.
6.CONSTRUCTION TEMPORARY DIVERSIONS AND SWALES AS NECESSARY TO
PROVIDE POSITIVE DRAINAGE TO SEDIMENT BASIN. TEMPORARY SWALES
SHALL BE LINED WITH A STRAW MATTING AND SEEDED. PERMANENT DITCHES
SHALL BE SEEDED AND LINED WITH REINFORCEMENT MATTING.
7.INSTALL STORM DRAINAGE SYSTEM AS SHOWN ON PHASE 1 ALONG WITH ALL
NECESSARY INLET PROTECTION FOR PROPOSED AND EXISTING STORM
DRAINAGE SYSTEMS.
8.CONTINUE TO PHASE 2
LIMITS OF
DISTURBANCE
(TYP.)
ROCK OUTLET
(TYP.)
INSTALL 70 L.F.
DRIVEWAY PIPE WITH
CONSTRUCTION
ENTRANCE
INSTALL 101 L.F.
DRIVEWAY PIPE WITH
CONSTRUCTION
ENTRANCE
END SINGLE
ROW SILT FENCE
BEGIN SINGLE
ROW SILT FENCE
± 11,000 S.F
OF MATTING
INSTALL ± 1,350 L.F. SINGLE
ROW SILT FENCE WITH
ROCK OUTLETS SPACES AT
LOW POINTS
ROCK SEDIMENT DAM AT END OF
SWALE TO ACT AS SEDIMENT TRAP
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
(2
0
)
(
2
1
)
(21)
(2
2
)
(22)
(
2
2
)
(22)
(23
)
(23
)
(20)
(2
0
)
(21
)
(2
1
)
(2
2
)
(
2
2
)
(22)
(22
)
(22
)
(2
2
)
(23
)
(
2
3
)
(24)(24)
(22)(21)(22)
P
(20)
(17)
(18)
(19)
(20)
(17)(17)
(18)
(18)
(19)
(19)(20)
(21)
(22)
TTT TT
(2
3
)
(22)
(21)
(
2
1
)
(15)
(15)
(16)
(16)(17)
(17)
(17)
PBCWTR
(15)
(16)
(17)
(18)
(19)
(15)
(1
5
)
(1
6
)
(16)
(1
7
)
(17)
(1
8
)
(18)
(1
9
)
(19)
(
1
9
)
(1
9
)
(15)(16)(17)(17)
(15)
(15)
(16)
(16)(17)
(17)
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ZHEYDENBURG
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CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
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DATE
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SITE DRAINS TO A EXISTING DRAINAGE FACILITY THAT
EMPTIES INTO CATFISH CREEK (SUTTON LAKE) WHICH IS
PART OF THE CAPE FEAR RIVER BASIN. CATFISH CREEK HAS
A CLASSIFICATION OF C;SW. STREAM INDEX 18-69
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:
5.6 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
PROJECT STABILIZATION
AREA TO BE STABILIZED
AREAS DISTURBED OUTSIDE THE RACETRAC
PROPERTY BOUNDARY DURING CONSTRUCTION
SHALL BE STABILIZED DURING CONSTRUCTION
ACTIVITIES.
(SEE LANDSCAPE PLANS FOR AREAS INSIDE THE
RACETRAC PROPERTY BOUNDARY)
LEGEND
STAKED SEDIMENT LOG @ INLETS
OR MIRAFI FABRIC
STAKED SILT FENCE
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
TEMPORARY
STOCKPILE FOR
UNDERGROUND TANK
EXCAVATION
MAX HEIGHT 6'±
MAX SIDE SLOPES 1:1
PROPOSED UNDERGROUND FUEL TANKS
DEWATERING FOR TANK INSTALLATION
TO BE IN ACCORDANCE WITH THE APPROVED
WATER MANAGEMENT DISTRICT USE PERMIT
BUILDING PAD TO BE
STABILIZED WITH STONE
ONCE SUBGRADE IS
ACHIEVED
INLET PROTECTION TO BE INSTALLED AS
STRUCTURES ARE SET - ONCE CURB IS IN
PLACE, CONVERT INLET PROTECTION TO
SEDIMENT TUBE IN CURB LINE (TYP.)
SEDIMENT BASIN TO REMAIN IN PLACE UNTIL MAJORITY
OF SITE HAS BEEN STABILIZED WITH STONE AND
CURBING INSTALLED TO MAXIMUM EXTENT POSSIBLE.
NOTIFY NEW HANOVER COUNTY PRIOR TO REMOVAL OF
SEDIMENT BASIN. UNDERCUT SEDIMENT BASIN TO
REMOVE UNSUITABLE MATERIAL AND BACKFILL IN
UNIFORM LAYERS COMPACTED PER NCDOT GUIDELINES.
CONSTRUCTION SEQUENCE (PHASE II):
1.INSTALL REMAINING STORM DRAINAGE COMPLETE WITH INLET PROTECTION.
2.FINE GRADE PARKING IN STAGES TO INSTALL STONE AND CREATE STABILIZED
CONDITIONS.
3.MAINTAIN ALL EROSION PREVENTION & SEDIMENT CONTROLS UNTIL FINAL
STABILIZATION IS ACHIEVED. SILT FENCE SHALL REMAIN IN PLACE UNTIL FINAL
STABILIZATION IS ACHIEVED.
4.CONTINUE FINE GRADING OF SUBGRADE AND PLACEMENT OF GRADED BASE
COURSE FOR STABILIZATION. COMPLETE INSTALLATION OF CURBING
CONCURRENTLY.
6.INLET PROTECTION WILL BE ADJUSTED FROM BEING STAKED TO SEDIMENT
LOG SITTING IN THE GUTTER IN FRONT OF THE INLETS. REFER TO INTLET
PROTECTION DETAILS ON SHEET C2.3 FOR APPLICABLE CONDITIONS.
7.AFTER MAJORITY OF SITE IS STABILIZED WITH STONE AND CURBING NEARING
COMPLETION, CLEAN SEDIMENT OUT OF SEDIMENT BASIN. SPREAD SEDIMENT
OVER SLOPES WITH SEED AND MULCH. BASIN TO BE FILLED IN WITH SUITABLE
BACKFILL AND BROUGHT UP TO GRADE.
8.CONSTRUCT BUILDINGS, ASPHALT PARKING, AND CONCRETE SIDEWALK.
9.AFTER COMPLETION OF CONSTRUCTION AND SITE IS STABILIZED, CALL FOR
FINAL WALK THROUGH WITH NEW HANOVER COUNTY EROSION CONTROL
SPECIALIST TO GENERATE PUNCHLIST OF ANY REMAINING ITEMS TO BE
COMPLETED.
10.AFTER COMPLETION OF PUNCHLIST AND APPROVAL OF SITE CONDITIONS,
REMOVE SILT FENCE AND COMPLETE SUPPLEMENTAL SEEDING AS
NECESSARY.
11.SUBMIT FINAL NOTICE OF TERMINATION WITH NCDEQ
MAINTAIN SILT FENCE
UNTIL NOTICE OF
TERMINATION HAS
BEEN SUBMITTED
CLEAN ROCK
SEDIMENT CHECKS
AS NECESSARY
MAINTAIN CONSTRUCTION
ENTRANCE UNTIL STONE
HAS BEEN PLACED
CLEAN ROCK
SEDIMENT CHECKS
AS NECESSARY
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C2.3
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1
SIDE SLOPE
(TYP.)
10 MIL
PLASTICLINING
3'-
0
"
MI
N
.
&
X
'
MA
X
.
SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &LOW FILTRATION
SOIL BERM
8"
6"
2'
HIGHCOHESIVE &
LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE
(TYP.)
10 MIL
PLASTIC LINING
B
B
3'-
0
"
MIN
.
& X
'
MA
X
.
A
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED
WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY TO
PROVIDE ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT
CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
SILT FENCE
10
'
M
I
N
10' MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
SW
P
P
P
N
O
T
E
S
A
N
D
D
E
T
A
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L
S
1/25/2025
ZHEYDENBURG
S240606_SHEETS-DETAILS.dwg
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12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
TTT TT
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3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg0306015
1" = 30'
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
SITE DESIGN STANDARDS
BUILDING SETBACK
FRONT (EAST)
SIDE, INTERIOR (SOUTH)
REAR (WEST)
REQUIRED PROVIDED
SIGN SETBACK REQUIRED PROVIDED
FRONT (SOUTH)
SIDE, STREET (WEST)-
50'
106'
75.3'
202.6'
-
-
(D) = SUBJECT TO DEVIATION REQUEST.
LAND USE SUMMARY (ON SITE)
CATEGORY
6" CONCRETE
8" CONCRETE
CURB
FT2
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#
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2
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2
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5
FT2
LINEAR FT
LEGEND
PROPOSED
CONCRETE SIDEWALK
PROPOSED BOLLARD (DETAIL 10/SD1)
PROPOSED DECORATIVE LIGHT POLES
(DETAIL 5, SHEET SD2)
CURB BACKING (DETAIL 4, SHEET SD1)
PROPOSED AREA LIGHT POLES
(DETAIL 8, SHEET SD2)
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
#PARKING SPOT COUNTS
C3
8
SD1
2
SD2
10
SD1 typ.
1
SD2
11
SD1
6
SD1
4
SD7
9
SD6 TYP.
4
SD6 TYP.
6
SD6
-
0'
50'
3,600
88,240
33,630
11B
SD4
8
SD1
5
SD7
5
SD7
5
SD7
88
10
SIDE, INTERIOR (NORTH)
0'
0'
214.9'106.4'
15
8
.
3
'
25
0
.
5
'
106.0'
20
2
.
6
'
50
.
0
'
75.3'
15
.
0
'
20.0'20.0'20.0'
20.0'20.0'20.0'
75
.
0
'
80
.
0
'
39.0'
30.0'19.5'18.0'
33.0'
31
.
5
'
33
.
0
'
39.0'
39.0'
40
.
3
'
127.4'
54
.
0
'
30
.
0
'
30.2'
15.0'
25.
6
'
39
.
3
'
14
.
5
'
45.5'
29.0'
40.8'
8.2'
12.0'
18
.
0
'
6.0'
10.0'
14.5'
39
.
0
'
R73.5'
R43.5'
R58.5'R8.5'
R100.0'
R30.0'
R18.5'R8.5'
R18.5'R8.5'R12.5'
R3.5'R3.5'
R23.5'R13.5'
R23.5'
R41.5'
R48.5'
R38.5'
R14.2'R14.2'
R33.5'
R90.5'
R3.5'
R41.5'
R3.5'R3.5'
R38.5'R78.5'
R38.5'
R13.5'
R3.5'R3.5'
R50.0'
R50.0'
R50.0'
5.
0
'
10
.
0
'
15
.
0
'
27.9'
41.8'
6
SD1
6
SD1
RACEWAY MARKET
3,500 S.F.
INSET CURB FOR
TYPE 'A' CATCH
BASIN (TYP.)
DUMPSTER
ENCLOSURE -
REFER TO
ARCH. DWG
REFER TO SHEET C5 FOR
PAVING PLAN AND CURB
SCHEDULE
100 S.F. LED
PRICE LOGO
SIGN - DESIGN
AND PERMIT BY
OTHERS
INSET CURB FOR
TYPE 'A' CATCH
BASIN (TYP.)
TEMPORARY
CONSTRUCTION
EASEMENT
40
.
0
'
D
R
A
I
N
A
G
E
EA
S
E
M
E
N
T
(2
0
)
(
2
1
)
(21)
(2
2
)
(22)
(
2
2
)
(22)
(23
)
(23
)
(20)
(2
0
)
(21
)
(2
1
)
(2
2
)
(
2
2
)
(22)
(22
)
(22
)
(2
2
)
(23
)
(
2
3
)
(24)(24)
(22)(21)(22)
(20)
(17)
(18)
(19)
(20)
(17)(17)
(18)
(18)
(19)
(19)(20)
(21)
(22)
TTT TT
(2
3
)
(22)
(21)
(
2
1
)
(15)
(15)
(16)
(16)(17)
(17)
(17)
TC: 21.61
BC: 21.11
TC: 22.17
BC: 21.67
TC: 20.62
BC: 20.12
TC: 21.47
BC: 20.97
TC: 20.81
BC: 20.31
TC: 21.06
BC: 20.56
TC: 21.94
BC: 21.44
TC: 22.83
BC: 22.33
TC: 22.96
BC: 22.46
TC: 23.40
BC: 22.90
TC: 22.98
BC: 22.48
TC: 22.56
BC: 22.06TC: 22.44
BC: 21.94
TC: 22.70
BC: 22.20
TC: 22.55
BC: 22.05
TC: 21.66
BC: 21.16
TC: 21.87
BC: 21.37
TC: 20.99
BC: 20.49
TC: 20.78
BC: 20.28
TC: 20.65
BC: 20.15 TC: 19.55
BC: 19.05
TC: 21.27
BC: 20.77
TC: 20.86
BC: 20.36
TC: 20.39
BC: 19.89 TC: 19.91
BC: 19.41 TC: 20.57
BC: 20.07
TC: 20.83
BC: 20.33
TC: 21.75
BC: 21.25
TC: 22.15
BC: 21.65TC: 21.59
BC: 21.09
TC: 21.64
BC: 21.14
TC: 21.74
BC: 21.24
TC: 21.35
BC: 20.85
TC: 20.67
BC: 20.17TC: 20.37
BC: 19.87
TC: 20.74
BC: 20.24
TC: 21.34
BC: 20.84
TC: 21.74
BC: 21.24
TC: 22.15
BC: 21.65
TC: 23.98
BC: 23.48
TC: 23.92
BC: 23.42
TC: 21.48
BC: 21.06
TC: 21.19
BC: 20.77
TC: 20.98
BC: 20.56
TC: 21.20
BC: 20.78
TC: 21.34
BC: 20.92
TC: 21.53
BC: 21.11
TC: 21.87
BC: 21.45
TC: 21.55
BC: 21.13
TC: 21.74
BC: 21.32
TC: 21.71
BC: 21.29
TC: 22.82
BC: 22.40
TC: 22.94
BC: 22.52 TC: 24.06
BC: 23.64 TC: 23.55
BC: 23.13
TC: 23.36
BC: 22.94
TC: 23.17
BC: 22.75
TC: 22.85
BC: 22.43
TC: 22.54
BC: 22.12
TC: 22.28
BC: 21.86
TC: 22.03
BC: 21.61
TC: 22.11
BC: 21.69
TC: 22.42
BC: 22.00
TC: 22.73
BC: 22.31
TC: 22.53
BC: 22.11
TC: 22.12
BC: 21.70
TC: 22.38
BC: 21.96
TC: 22.55
BC: 22.13TC: 22.73
BC: 22.31
TC: 23.13
BC: 22.71
TC: 23.54
BC: 23.12
TC: 22.86
BC: 22.44
TC: 21.99
BC: 21.57
TC: 22.71
BC: 22.29
TC: 22.02
BC: 21.60TC: 21.56
BC: 21.14
TC: 21.97
BC: 21.55
TC: 22.39
BC: 21.97
TC: 23.91
BC: 23.49
TC: 23.62
BC: 23.20
TC: 23.47
BC: 23.05
TC: 24.02
BC: 23.60
TC: 23.44
BC: 23.02
TC: 23.04
BC: 22.62
TC: 22.53
BC: 22.11
TC: 22.22
BC: 21.80
TC: 21.92
BC: 21.50
TC: 21.56
BC: 21.14
TC: 22.57
BC: 22.15
TC: 22.30
BC: 21.88
TC: 22.85
BC: 22.43
TC: 22.93
BC: 22.51
TC: 23.03
BC: 22.61
TC: 23.27
BC: 22.85
TC: 23.87
BC: 23.45
TC: 23.78
BC: 23.36
TC: 23.72
BC: 23.30
TC: 24.00
BC: 23.58
TC: 24.07
BC: 23.65
TC: 23.97
BC: 23.55
TC: 23.80
BC: 23.38
TC: 23.66
BC: 23.24
TC: 23.62
BC: 23.20
TC: 23.67
BC: 23.25
TC: 23.75
BC: 23.33
TC: 24.41
BC: 23.99
-1.6
%
-1.5
%
-1.1%
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.
4
%
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.
1
%
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%
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.
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-2.
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-2
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-2.
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-1.4
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-1.6
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-2.0
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-1.5
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-1.4
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-1.4
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-2.
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-2.
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-2.
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-2.
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-1.
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-1.
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-1.
4
%
-1.
4
%
-1.
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%
-1
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%
-1.3%
-1.
7
%
-1.
7
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-1.
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%
-1.
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%
-1
.
0
%
-1.
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-1.
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-1.
7
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-1.
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%
-1.
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-1.
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%
-1.2%
-1.3
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-1.
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-1.
7
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-1.7
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-1.7
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-1.1%
-1.1
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-1.1
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-1.7
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%
-1.4%
-
2
.
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-1
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-1
.
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-1.4
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-1.4
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.
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-2.1%
-2.
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-1.
8
%
-2.1%
-2.6
%
-2.0%
-1.2
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-2.2%
-2.2
%
-2.2
%
-2.2
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-1.6
%
-1.5
%
-1.4
%
-
1
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%
-
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-1.5
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-1
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-1
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-1.7
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-1
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-2.7
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-1
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1
%
-2.2
%
-3.8
%
-1.
4
%
-
2
.
2
%
-
2
.
5
%
-1
.
4
%
-1
.
4
%
-2.
0
%
-2.1
%
-2.
4
%
-1
.
4
%
-1.4%
-1.
7
%
-2.
5
%
-2.2
%
-2.3
%
-2.2%
-2.2%
-2.1%
-2.0%
-2.1%
-2.2
%
-
2
.
4
%
-
3
.
3
%
-2.5
%
-2.0%
-
1
.
3
%
-1.7%
-1.3%
-1.5%
-1.7%
-2.1
%
-1
.
6
%
-1.
8
%
-1.
8
%
-1.
8
%
-1.8
%
-
1
.
6
%
-
1
.
6
%
-
1
.
6
%
-
1
.
6
%
-1
.
6
%
-2.0
%
-1.
4
%
-1.
5
%
-1.
5
%
-1.
5
%
-1.
4
%
-1.
4
%
-
2
.
2
%
FF ELEV:
24.25
FF ELEV:
24.25
FF ELEV:
24.25
FF ELEV:
24.25
FF ELEV:
24.25
23.89
23.83
24.0224.22 24.25
24.18
24.22
24.18
24.13
23.8223.38
23.38
23.84
23.61
23.97
TC: 23.75
BC: 23.33
TC: 23.71
BC: 23.29
23.47
23.63
23.79
23.91 23.79
24.1024.10
TOI: 23.61
BOI: 23.28
TOI: 23.41
BOI: 23.08
TOI: 23.25
BOI: 22.92
TOI: 23.45
BOI: 23.12
TOI: 23.65
BOI: 23.32
TOI: 23.85
BOI: 23.52
TOI: 24.01
BOI: 23.68
TOI: 23.81
BOI: 23.48
-
1
.
5
%
-2.
4
%
-1.6%
-3.7%
-
1
.
5
%
-2.
4
%
-1.4%
-3.4%
-
1
.
5
%
-2.
4
%
-1.4%
-3.4%
23.59
23.46
23.91 23.79 23.49
23.4223.8524.0021.56 22.21
22.5322.24
-1
.
8
%
-1
.
8
%
-
2
.
0
%
-1
.
8
%
-1
.
8
%
-1.1
%
-1.2%
C4
GR
A
D
I
N
G
P
L
A
N
3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
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NO
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DA
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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
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W
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OF
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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
R
I
A
P
A
R
K
W
A
Y
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
US
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
,
N
C
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
22
5
R
O
C
K
Y
C
R
E
E
K
R
O
A
D
GR
E
E
N
V
I
L
L
E
,
S
C
2
9
6
1
5
PH
:
(
8
6
4
)
2
8
5
-
0
6
1
8
ww
w
.
s
i
t
e
d
e
s
i
g
n
-
i
n
c
.
c
o
m
CI
V
I
L
E
N
G
I
N
E
E
R
S
-
S
U
R
V
E
Y
O
R
S
-
L
A
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D
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C
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I
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C
T
S
LI
C
E
N
S
E
#
C
-
1
3
1
7
03
/
2
6
/
2
0
2
5
SLOPE PARALLEL TO
REMOTE FILLS MUST BE
LESS THAN 1.8%
0 30 6015
1" = 30'
3:1 FILL
SLOPE
3:1 CUT
SLOPE
3:1 FILL
SLOPE
OFF-SITE DRAINAGE SWALE:
6' WIDE BOTTOM
3:1 SIDE SLOPES
TOP ELEV.: 17.0'
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
TTT TT
C5
PA
V
I
N
G
P
L
A
N
3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
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2
5
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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
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W
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H
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T
TH
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E
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D
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I
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T
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N
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I
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N
OF
R
A
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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
R
I
A
P
A
R
K
W
A
Y
S
E
S
U
I
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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
US
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
,
N
C
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
22
5
R
O
C
K
Y
C
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K
R
O
A
D
GR
E
E
N
V
I
L
L
E
,
S
C
2
9
6
1
5
PH
:
(
8
6
4
)
2
8
5
-
0
6
1
8
ww
w
.
s
i
t
e
d
e
s
i
g
n
-
i
n
c
.
c
o
m
CI
V
I
L
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N
G
I
N
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E
R
S
-
S
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-
L
A
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D
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S
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C
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N
S
E
#
C
-
1
3
1
7
03
/
2
6
/
2
0
2
5
LEGEND
PROPOSED 4" THICK
CONCRETE SIDEWALK
PROPOSED 6" THICK CONCRETE PAVING
WITH #3 REBARS @ 16" OC EACH WAY
WITH 14" LAP SPLICE. (SEE DETAIL THIS SHEET)
PROPOSED 8" THICK CONCRETE PAVING
FOR TANK & DUMPSTER PAVEMENT
WITH #3 REBARS @ 16" OC EACH WAY
WITH 24" LAP SPLICE. (SEE DETAIL THIS SHEET)
PROPOSED 8" THICK CONCRETE CURB BACKING
(SEE DETAIL 5, SHEET SD1)
ASPHALT PAVING / DOT PAVING SPEC / COUNTY PAVING SPEC
CATCH CURB (SEE DETAIL 1, SD1 OR DETAIL 1, SD6)
SHED CURB (SEE DETAIL 2, SD1 OR DETAIL 2, SD 6)
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.
TYPICAL 6" PAVEMENT SECTION
SL
A
B
D
E
P
T
H
=
8"
-
S
T
A
N
D
A
R
D
TOP OF PAVEMENT
#3 REBARS @ 16" OC EACH WAY WITH 24" LAP SPLICE
2"CL
R
TYPICAL TANK PAD PAVEMENT SECTION
FILTER
FABRIC
APPROX
TANK
LOCATION
PEA GRAVEL TO
GRADE WITHIN
TANKPIT
FILTER
FABRIC
AGGREGATE
BASE
COMPACTED
SUBGRADE
TOP OF PAVEMENT
#3 REBARS @ 16" OC EACH WAY WITH 14" LAP SPLICE
2"CL
R
SL
A
B
D
E
P
T
H
=
6"
-
S
T
A
N
D
A
R
D
SU
B
G
R
A
D
E
6"
M
I
N
.
BA
S
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.
TYPICAL 8" PAVEMENT SECTION
AGGREGATE
BASE
COMPACTED
SUBGRADE
TOP OF PAVEMENT
#3 REBARS @ 16" OC EACH WAY WITH 14" LAP SPLICE
2"CL
R
SL
A
B
D
E
P
T
H
=
8"
-
S
T
A
N
D
A
R
D
SU
B
G
R
A
D
E
6"
M
I
N
.
BA
S
E
NTS
NTS
NTS
PROPOSED 8" THICK CONCRETE PAVING
WITH #3 REBARS @ 16" OC EACH WAY
WITH 14" LAP SPLICE. (SEE DETAIL THIS SHEET)
1
SD6
L-BACK
CATCH-
STOP
4B
SD3
4C
SD3
4A
SD3
4
SD3
5
SD3 2
SD4 TYP.
11A
SD4
6
SD4
6A
SD4
5
SD3
8
SD6 TYP.
5
SD3
1
SD4 TYP.
2
SD1
ROLLOVER
SHED- START
8
SD4
8
SD4
8
SD4
8
SD4
9
SD4
8
SD4
8
SD4
8
SD4
8
SD4
0 30 6015
1" = 30'
2
SD1
ROLLOVER
SHED- STOP
1
SD1
ROLLOVER
CATCH- STOP
1
SD1
ROLLOVER
CATCH- START
1
SD1
ROLLOVER
CATCH
2
SD1
ROLLOVER
SHED 2
SD1
ROLLOVER
SHED
1
SD1
ROLLOVER
CATCH- START
1
SD1
ROLLOVER
CATCH- STOP
2
SD1
ROLLOVER
SHED- START
2
SD1
ROLLOVER
SHED- STOP
2
SD1
ROLLOVER
SHED
1
SD1
ROLLOVER
CATCH- START
1
SD6
L-BACK
CATCH-
START
1
SD1
ROLLOVER
CATCH- STOP
2
SD6
L-BACK
SHED -
START
1
SD6
L-BACK
CATCH
1
SD6
L-BACK
CATCH-START
2
SD6
L-BACK
SHED - STOP
2
SD6
L-BACK
SHED
4B
SD3
4C
SD3
4A
SD3
4
SD3
4B
SD3
4C
SD3
4A
SD3
4
SD3
9
SD4
9
SD4
9
SD4
9
SD4
STRUCTURE SCHEDULE
STRUCTURE
CB A3
CB A4
CB B1
CB C2
CB D2
CB D3
CB D4
SDMH A2
RIM EL.
20.11
20.60
19.04
19.42
21.09
21.16
21.63
21.12
(2
0
)
(
2
1
)
(21)
(2
2
)
(22)
(
2
2
)
(22)
(23
)
(23
)
(20)
(2
0
)
(21
)
(2
1
)
(2
2
)
(
2
2
)
(22)
(22
)
(22
)
(2
2
)
(23
)
(
2
3
)
(24)(24)
(22)(21)(22)
P
(20)
(17)
(18)
(19)
(20)
(17)(17)
(18)
(18)
(19)
(19)(20)
(21)
(22)
TTT TT
(2
3
)
(22)
(21)
(
2
1
)
(15)
(15)
(16)
(16)(17)
(17)
(17)
FES E4
IE: 19.85
CB D4
V-4863 FRAME
RIM EL.: 21.63
IE OUT: 19.00
FES E3
IE: 19.50
CB D3
V-4863 FRAME
RIM EL.: 21.16
IE IN: 18.25
IE OUT: 18.25
SDMH A2
JUNCTION BOX
RIM EL.: 21.12
IE IN: 15.25
IE IN: 15.25
IE OUT: 15.25
CB D2
V-4863 FRAME
RIM EL.: 21.09
IE IN: 17.60
IE OUT: 17.50
CB A4
V-4863 FRAME
RIM EL.: 20.60
IE OUT: 17.50
CB A3
V-4863 FRAME
RIM EL.: 20.11
IE IN: 16.00
IE OUT: 16.00
FES E2
IE: 18.15FES E1
IE: 17.90
CB C2
V-4863 FRAME
RIM EL.: 19.42
IE OUT: 17.25
HW D1
IE: 17.25
HW C1
IE: 17.00
CB B1
V-4863 FRAME
RIM EL.: 19.04
IE IN: 15.75
IE OUT: 15.75
HW B2
IE: 16.50
HW A1
IE: 15.00
7LF-18"HP STORM @ 3.77%
47LF-18"HP
S
T
O
R
M
@
1
.
0
7
%
11
9
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
6
3
%
162L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
4
6
%
50
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
5
0
%
18LF-18"HP STORM @ 1.38%
12
6
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
5
2
%
11
8
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
6
3
%
27
5
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
5
5
%
101LF-18"HP STORM @ 0.25%70LF-18"HP STORM @ 0.50%
STORMDRAIN SCHEDULE
STRUCTURE
DOWN
CB A3
CB B1
CB D2
CB D3
FES E1
FES E3
HW A1
HW C1
HW D1
SDMH A2
SDMH A2
STRUCTURE
UP
CB A4
HW B2
CB D3
CB D4
FES E2
FES E4
SDMH A2
CB C2
CB D2
CB A3
CB B1
LENGTH
275'
162'
126'
118'
101'
70'
7'
50'
18'
119'
47'
SLOPE
0.55%
0.46%
0.52%
0.63%
0.25%
0.50%
3.77%
0.50%
1.38%
0.63%
1.07%
SIZE
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
IE
DOWN
16.00
15.75
17.60
18.25
17.90
19.50
15.00
17.00
17.25
15.25
15.25
IE UP
17.50
16.50
18.25
19.00
18.15
19.85
15.25
17.25
17.50
16.00
15.75
C7
DR
A
I
N
A
G
E
P
L
A
N
3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RW
1
7
2
5
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C
A
P
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F
E
A
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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
E
R
M
I
S
S
I
O
N
OF
R
A
C
E
T
R
A
C
PE
T
R
O
L
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
R
I
A
P
A
R
K
W
A
Y
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
US
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
,
N
C
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
22
5
R
O
C
K
Y
C
R
E
E
K
R
O
A
D
GR
E
E
N
V
I
L
L
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,
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REF (3/SD-8)
0 30 6015
1" = 30'
6" PVC IN AND
OUT OF OWS
DIESEL
CATCH BASIN
(TYP.)
6" ROOF LEADER
FOR DOWNSPOUTS -
ROOF LEADERS TO
DAYLIGHT TO SWALE
40
.
0
'
D
R
A
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N
A
G
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S
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M
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N
T
STORM 'A' PROFILE
10
15
20
25
10
15
20
25
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+004+01.13
HW A1
IE: 15.00
7LF-24"HP STORM @ 3.77%
SD
M
H
A
2
RI
M
E
L
:
2
1
.
1
2
IE
I
N
:
1
5
.
2
5
IE
I
N
:
1
5
.
2
5
IE
O
U
T
:
1
5
.
2
5
119LF-18"HP STORM @ 0.63%
CB
A
3
RI
M
E
L
:
2
0
.
1
1
IE
I
N
:
1
6
.
0
0
IE
O
U
T
:
1
6
.
0
0
275LF-18"HP STORM @ 0.55%
CB
A
4
RI
M
E
L
:
2
0
.
6
0
IE
O
U
T
:
1
7
.
5
0
STORM 'B' PROFILE
10
15
20
25
10
15
20
25
0+00 0+50 1+00 1+50 2+002+09.04
STORM 'C' PROFILE
15
20
25
15
20
25
0+00 0+500+50.42
STORM 'D' PROFILE
15
20
25
15
20
25
0+00 0+50 1+00 1+50 2+00 2+502+62.46
SD
M
H
A
2
RI
M
E
L
:
2
1
.
1
2
IE
I
N
:
1
5
.
2
5
IE
I
N
:
1
5
.
2
5
IE
O
U
T
:
1
5
.
2
5
47LF-24"HP STORM
@
1
.
0
7
%
CB
B
1
RI
M
E
L
:
1
9
.
0
4
IE
I
N
:
1
5
.
7
5
IE
O
U
T
:
1
5
.
7
5
162LF-24"HP STORM @ 0.46%
HW B2
IE: 16.50
HW C1
IE: 17.00
50LF-18"HP STORM @ 0.50%
CB
C
2
RI
M
E
L
:
1
9
.
4
2
IE
O
U
T
:
1
7
.
2
5
HW D1
IE: 17.25
18LF-18"HP STORM @ 1.38%
CB
D
2
RI
M
E
L
:
2
1
.
0
9
IE
I
N
:
1
7
.
6
0
IE
O
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T
:
1
7
.
5
0
126LF-18"HP STORM @ 0.52%
CB
D
3
RI
M
E
L
:
2
1
.
1
6
IE
I
N
:
1
8
.
2
5
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T
:
1
8
.
2
5
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CB
D
4
RI
M
E
L
:
2
1
.
6
3
IE
O
U
T
:
1
9
.
0
0
STORM 'E' PROFILE
15
20
25
15
20
25
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+504+50.82
FES E1
IE: 17.90
101LF-18"HP STORM @ 0.25%
FES E2
IE: 18.15
FES E3
IE: 19.50
70LF-18"HP STORM @ 0.50%
FES E4
IE: 19.85
C7.1
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3/28/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
RW
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0 30 6015
1" = 30'0
1.
5
3
6
1"
=
3
'
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
P
TTT TT
P
C8
UT
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3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
RW
1
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NO
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0 30 6015
1" = 30'
GREASE TRAP
(REFER TO DETAIL
4, SHEET SD2)2" GATE
VALVE
2"X3/4" REDUCER
W/ GATE VALVE
YARD HYDRANTS
(REFER TO DETAIL
7, SD6)
2"X2"
TEE
CLEANOUT
(TYP.)2"X2" TEE
2"X3/4" REDUCER
W/ GATE VALVE
BACK-OF-HOUSE UTILITY
BLOW UP (REFER TO THIS
SHEET)
APPROXIMATE LOCATION OF
TRANSFORMER PAD - CONTRACTOR
SHALL COORDINATE FINAL
PLACEMENT WITH LOCAL
ELECTRICAL PROVIDER
APPROXIMATE
LOCATION OF
WATER MAIN PER
UTILITY LOCATE
1.5" DOMESTIC METER TO
HAVE 2" RPZ BACKFLOW
PREVENTER BEHIND METER
1" IRRIGATION METER TO
HAVE 1.5" RPZ BACKFLOW
PREVENTER BEHIND METER
90' BEND W/
THRUST BLOCK
EXISTING
HYDRANT
HOSE BIBB
(REFER TO
DETAIL 12, SD1)
APPROXIMATE LOCATION
OF SEWER FORCEMAIN
MAIN PER UTILITY LOCATE
± 300 L.F. OF
4" DIP
SCALE: 1" = 10'
APPROXIMATE LOCATION OF
UNDERGROUND POWER - CONTRACTOR TO
VERIFY LOCATION WITH LOCAL UTILITY
PROVIDER AND NOTIFY RACETRAC AND
ENGINEER OF ANY CONFLICTS
GREASE TRAP
(REFER TO DETAIL
4, SHEET SD2)
4" SCH 40 GREASE
WASTE EXIT
I.E. OUT: 21.25'
RACEWAY MARKET
FFE: 24.25'
MIN. I.E.: 21.25'RACEWAY MARKET
FFE: 24.25'
MIN. I.E.: 21.25'
4" SCH 40
SERVICE LATERAL
I.E. OUT: 21.25'
2" GREASE
INTERCEPTOR
VENT
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I.E. IN: 21.00'
GREASE TRAP
I.E. OUT: 20.75'
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(TYP.)
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WET WELL
I.E. IN: 20.00'
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VAULT
METER
VAULT
4" DIP
4" SCH 40 @
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ELECTRICAL
SERVICEELECTRICAL
PANEL
2" DOMESTIC
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3/4" WATER
SERVICE
3/4" WATER
SERVICE
2" ENDOPURE PVC
FOR WATER SERVICE
UT
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1/25/2025
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S240606_SHEETS-DETAILS.dwg
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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:
ALTERNATIVE SHERWIN WILLIAMS SETFAST CHLORINATED RUBBER ZONE MARKING PAINT SPEC. TM5127
LED-FREE. TO BE USED
1.REFER TO "SITE PLAN" FOR EXACT LOCATIONS OF THE DIFFERING CURB TYPES.
2.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
A
N
FO
R
PA
V
E
M
E
N
T
TH
I
C
K
N
E
S
S
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
CONC. BACKING
CURB BACKING
SEE DETAIL 5
SHEET SD-1
PROPERTY BOUNDARY
CIVIL ENGINEER TO DETERMINE IF CURB BACKING
IS ALLOWED IN PUBLIC RIGHT OF WAYS
1' CONC. BACKING *
SEE DETAIL 5
SHEET SD1
CURB TRANSITION
SEE DETAIL 6
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
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 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 "SITE ELECTRICAL"
FOR EXACT LOCATION
6"
1'-0"
27
12"
3'-6"
2'-1138"
PR
O
V
I
D
E
34"
M
I
N
.
C
L
E
A
R
B
E
T
W
E
E
N
LE
A
D
I
N
G
E
D
G
E
O
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Y
D
R
A
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A
N
D
OU
T
S
I
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E
F
A
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E
O
F
B
U
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P
E
R
P
O
S
T
1'-51116"
12
"
WOODFORD
MODEL Y34
FREEZELESS
YARD HYDRANT
WOODFORD
MODEL Y34
FREEZELESS
YARD HYDRANT
(PAINT RED FOR
VISIBILITY)
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
12"
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
R
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 5
SHEET SD11' CONC. BACKING
SEE DETAIL 5
SHEET SD1
CONCRETE BACKING & AUTO COURT 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
L
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
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
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
PARKING STRIPED TO BE
USTC ACRYLIC AKLYD CO
POLYMER 'SUPREME PAINT',
YELLOW
SEE NOTES FOR ALT.
#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
3/4" WATER SUPPLY FROM
"SITE WATER SUPPLY" LINE
3/4" VALVE
(TYP)
ST
A
N
D
A
R
D
D
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T
A
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S
1/25/2025
ZHEYDENBURG
S240606_SHEETS-DETAILS.dwg
RW
1
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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
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 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
DISPENSER ISLAND DETAIL
NTS
1
SD2
PRO
D
U
C
T
DIS
P
E
N
S
E
R
PRO
D
U
C
T
DISP
E
N
S
E
R
PRO
D
U
C
T
DIS
P
E
N
S
E
R
PRO
D
U
C
T
DISP
E
N
S
E
R
PRO
D
U
C
T
DIS
P
E
N
S
E
R
PRO
D
U
C
T
DISP
E
N
S
E
R
PRO
D
U
C
T
DIS
P
E
N
S
E
R
PRO
D
U
C
T
DISP
E
N
S
E
R
TRASH
CAN
(TYP)
CANOPY
STREET SIDE
STORE SIDE
SPEAKER
WASH
BUCKET
WASH
BUCKET
PUMP ISLAND
DETAIL 1,
SHEET SD2
(TYP)
12
34
56
78
910
1112
1314
1516
3/4" RIGID CONDUIT FROM STORE
TO CANOPY FOR SPEAKER
WIRE & CAMERA CONDUIT.
RUN UP COLUMN AND THRU DECK;
SEAL PENETRATION.
1/2" RIGID CONDUIT
ON CANOPY STEEL TO
EACH SPEAKER LOCATION.
YARD
HYDRANT
DETAIL 12,
SHEET SD1
SPEAKERSPEAKER
WASH
BUCKET
WASH
BUCKET
SPEAKER
NOTES:
1.DOUBLE ROW OF FOUR (4) 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
CANOPY ACCESSORIES LAYOUT
NTS
2
SD2
TWO 1" SPARE
RIGID CONDUITS
IN ADDITION
TO CONDUITS SHOWN
IN ELECTRICAL PLANS
YARD
HYDRANT
DETAIL 12,
SHEET SD1
PRODUCT
DISPENSER
5'
11'-6"
2'-712"2'-712"1'-3"
2'
-
6
"
9"
1'-
6
"
9"
12'-11"
CANOPY
COLUMNTRASH CAN (TYP.)
SEE SITE PLAN FOR
LOCATIONS
CONCRETE BOLLARD
DETAIL 10, SHEET SD1
(TYP)
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
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
)
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
"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
)
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)
NOTE: ISLAND TO SIT
2"-MIN / 4"-MAX FROM
EXISTING GRADE
max 4"
min 2"
71
2" to 1'-7"±
FLOAT ISLAND LATERALLY TO
MAINTAIN SLOPE STANDARDS
IN REFERENCE TO CONCRETE
SLUMP
CONTROL POINT
HOLD AT MAX
SLOPE ACCORDING
TO SLUMP
71
2"±
FLOAT ISLAND TO MAINTAIN
SLOPE STANDARDS IN
REFERENCE TO CONCRETE
SLUMP
MIN 5
%
MAX
4
5
%
MIN 5%
MAX 4
5
%
ISOLATION JOINT
SEE DETAIL 5, SHEET SD3
FOR INFORMATION NOT SHOWN
1.00% (MIN)
4.75% (MAX)
MPD
RW
1
7
2
5
-
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NO
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2
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2
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2
5
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.SQUARE DOWELS AND POCKET FORMERS: SQUARE DOWEL SYSTEM BY PNA. 1-800-542-0214, 14" DOWEL CLIP SYSTEM BY PNA
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
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S240606_SHEETS-DETAILS.dwg
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,
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
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-
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A
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E
#
C
-
1
3
1
7
03
/
2
6
/
2
0
2
5
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
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.
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
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)
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.
1
SD4
CONCRETE DETAIL @ DISPENSER ISLAND
NOTES:
1.SEE DETAIL 1, SHEET SD2 FOR
ISLAND LAYOUT DIMENSIONS.
2.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.
WITHOUT COLUMN CLADDING
LC
C
O
L
CJ
CJ
CJ
(TYP)
CJ
C COLL
2
SD4
BOLLARD (TYP)
SEE DETAIL 10, SHEET SD1
PRODUCT
DISPENSER
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)
1/2" FOAM PLANK
AROUND COLUMN
WITH SEALANT
SIMILAR TO DETAIL
3B, SHEET SD3.
TWO (2) #4 REBARS
X 3'-0" LONG, ALL SIDES
OF COLUMNS,
SIMILAR TO DETAIL 8,
SHEET SD4 (TYP).
REMOVE THE PETROLEUM
CONNECTOR/ANGLE IRON FORM
AFTER USE
CONSTRUCTION,
CONTRACTION OR
ISOLATION JOINT
SEE DETAILS 3, 4 OR 5,
SHEET SD3 FOR
INFORMATION.
(TYP)
TWO (2) #4 REBARS
X 3'-0" LONG,
SIMILAR TO DETAIL 8,
SHEET SD4 (TYP).
34" X 10" SQUARE DOWEL SPACED AT 24" O.C.
CENTERED WITH JOINT. INSTALL USING PNA
DOWEL ALIGNER. DO NOT GREASE DOWEL.
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
ST
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1/25/2025
ZHEYDENBURG
S240606_SHEETS-DETAILS.dwg
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VERSIONSHEET NO.
TH
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A
N
Y
US
E
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A
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TH
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X
P
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WR
I
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OF
R
A
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A
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O
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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
R
I
A
P
A
R
K
W
A
Y
S
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S
U
I
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E
9
0
0
A
T
L
A
N
T
A
,
G
A
3
0
3
3
9
(7
7
0
)
4
3
1
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6
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0
US
H
W
Y
4
2
1
WI
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M
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#
C
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1
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1
7
03
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2
5
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
A
N
D
A
R
D
D
E
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DRAWN-BY
DRAWING NAME:
DATE
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1
7
03
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2
6
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2
5
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).
CONCRETE BOLLARD
SEE DETAIL 4,
SHEET SD6
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
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
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
"
1
2 " FOAM PLANK
FULL DEPTH
REMOVE ZIP & FILL
W/ SEALANT
SEE DETAIL 9B
SHEET SD3
TRAFFIC
RATED
BOX (TYP)3/4" VALVE
(TYP)
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)
FILL BETWEEN CMU
WITH BASE MATERIAL
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
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.
MASTER
SATELLITE DEF
GILBARCO ENCORE 700S
MASTER/SATELLITE
DIESEL/DEF DISPENSER
TRASH CAN (TYP.)
SEE SITE PLAN FOR
LOCATIONS
14'-10"
23' - 0"
3'
-
0
"
2' - 0"8'-8"
ISLAND BOLLARDS
3'-6" H. CONCRETE
6'-2"2'-1"4'-1"
CANOPY COLUMN
6'-2"2'-1"3'-8"2'-1"CONCRETE BOLLARD
DETAIL 4, SHEET SD6
(TYP)
CJ
CJ
C COLL
TWO (2) #4 REBARS
X 3'-0" LONG,
SIMILAR TO DETAIL 9,
SHEET SD4 (TYP).
C COLL
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
NOTES:
1.SEE DETAIL 8, SHEET SD6 FOR
ISLAND LAYOUT DIMENSIONS.
2.SEE DETAIL 3, SHEET SD3 FOR
INFORMATION NOT SHOWN.
LC
C
O
L
CJ CJ(TYP)
7
SD6
REMOVE THE PETROLEUM
CONNECTOR/ANGLE
IRON FORM AFTER USE
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)
FE
GRAVEL
COMPACTED
SUBGRADE
12" MIN
EMBEDDED
PVC CHASE
1'-6"
CL
12
"
PR
O
V
I
D
E
3
4"
M
I
N
.
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E
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DE
F
T
DE
F
T
DE
F
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YARD
HYDRANT
DETAIL 7,
SHEET SD6
YARD
HYDRANT
DETAIL 7,
SHEET SD6
YARD
HYDRANT
DETAIL 7,
SHEET SD6
MA
S
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E
R
SA
T
E
L
L
I
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E
WASH
BUCKET
WASH
BUCKET
WASH
BUCKET
SPEAKER SPEAKER SPEAKER
FIRE
EXTINGUISHER FIRE
EXTINGUISHER
FE FE FE
DE
F
T
YARD
HYDRANT
DETAIL 7,
SHEET SD6
MA
S
T
E
R
SA
T
E
L
L
I
T
E
WASH
BUCKET
WASH
BUCKET
SPEAKER SPEAKER
FIRE
EXTINGUISHER
FE FE
ST
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#
C
-
1
3
1
7
03
/
2
6
/
2
0
2
5
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
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
PERVIOUS OR
IMPERVIOUS
BACKING
L-BACK
SHED CURB
2/SD6
BOLTED BOLLARDS
VAR.
PAINTED YELLOW
MIN 8" CLEARANCE
BETWEEN
CONNECTOR/LIDS & BOC
<2% SLO
P
E
A
W
A
Y
FROM B
O
C
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
·STANDARD MUTCD 48" STENCIL; IF 48" UNAVAILABLE,
COORDINATE WITH CPM ON ALTERNATIVE
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'
CANOPY
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HOSE
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HOSE
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HOSE
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ZHEYDENBURG
S240606_SHEETS-DETAILS.dwg
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SD8
SEE PAVING PLAN FOR
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C ISOLATION
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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
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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
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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
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17 X 17 GRATE
37
°
LIFTING EYES FOR
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1
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NTS
2
SD8
DIESEL ISLAND CATCH BASIN (TYP.)
3
SD8
OIL WATER SEPERATOR
L 9'-2"
5'-2"2'-9"
FL2
5'-6"
FL1
5'-9"
H
7'-0"
5"5"
4'-8"
W
5'-8"
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.
IF PARKUSA OIL TRAP UNAVAILABLE, COORDINATE
WITH CPM FOR EQUIVALENT
TR
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3/27/2025
MBENDL
S240606_LANDSCAPE.dwg0306015
1" = 30'
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RW
1
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L0AREA OF NATIVE TREES TO BE RETAINED
DENOTES DOCUMENTED TREES BEING REMOVED
DENOTES SIGNIFICANT TREES BEING REMOVED
DENOTES PROPOSED LIMITS OF DISTURBANCE
X
X
ONE SIGNIFICANT TREE REMOVED - LONG LEAF PINE 18" DBH
168 CAL INCHES OF NATIVE TREES RETAINED. SEE TREE MITIGATION TABLE ON L1.1
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3/27/2025
MBENDL
S240606_LANDSCAPE.dwg0306015
1" = 30'
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RW
1
7
2
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NO
.
DA
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VERSIONSHEET NO.
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L1
LANDSCAPE REQUIREMENTS:
SCREENING AND BUFFERING:
-NONE OF THE ADJACENT USES REQUIRED A BUFFER.
-STREET YARD IS REQUIRED ALONG STREET FRONTAGES.
-REAR SIDE OF BUILDING WHERE THAT SIDE ABUTS A STREET RIGHT-OF-WAY AND ANY TRASH RECEPTACLES MUST BE SCREENED FROM THE VIEW OF
PUBLIC RIGHT-OF-WAY OR ADJACENT PROPERTY BY VEGETATIVE MATERIALS, BERMS, FENCING AND/OR COMBINATION THEREOF TO A HEIGHT OF AT
LEAST 8'.
PARKING LOTS
-PERIMETER:
--PARKING LOT IS NOT ABUTTING ANOTHER PARKING LOT OR LAND IN A RESIDENTIAL ZONING DISTRICT THEREFORE PERIMETER LANDSCAPE STRIP
NOT REQUIRED.
-INTERIOR:
--LANDSCAPED AREAS IN THE INTERIOR OF PARKING LOTS SHALL BE EQUAL TO 8% OF THE TOTAL AREA USED FOR PARKING LOADING,
DRIVEWAYS, INTERNAL DRIVE AISLES, AND OTHER VEHICULAR USE.
--ISLANDS SHALL BE MINIMUM OF 12' IN WIDTH. ONE TREE SHALL BE REQUIRED FOR EVERY 144 SF ROUNDED TO THE NEXT LOWEST WHOLE
NUMBER OF TOTAL INTERIOR LANDSCAPED AREA, WITH A MINIMUM OF ONE TREE IN EACH ISLAND.
--AT LEAST 75% OF TREES REQUIRED FOR INTERIOR LANDSCAPING SHALL BE A SHADE/CANOPY SPECIES.
--NO PARKING SPACE SHALL BE LOCATED MORE THAN 120' FROM A LANDSCAPED ISLAND.
---REQUIRED: 99,422 SF PARKING LOT AND DRIVE AREA X 8% = 7,954 SF INTERIOR LANDSCAPE AREA.
---PROVIDED: 13,662 SF INTERIOR LANDSCAPE AREA IN THE FORM OF LANDSCAPE ISLANDS, MEDIAN PLANTING AND LAWN.
---55 TREES REQUIRED, 13 TREES RETAINED, 42 ADDITIONAL TREES PROVIDED.
STREET YARD
-I-2 DISTRICT:
--25 SF FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE. MINIMUM WIDTH - 12.5', MAXIMUM WIDTH - 37.5'
--FOR EVERY 600 SF OF STREET YARD AREA, ONE CANPOY TREE (OR 3 UNDERSTORY TREES) AND SIX SHRUBS SHALL BE PROVIDED.
-FOR PROPERTIES WITH FRONTAGE ON HWY 421 BETWEEN ISABEL HOMES BRIDGE AND PENDER COUNTY LINE SHALL PROVIDE WITHIN THE FIRST 10 FT
OF LAND ADJACENT TO AND PARALLEL TO THE RIGHT-OF-WAY, ONE DECIDUOUS OR EVERGREEN TREE NATIVE TO THE HWY 421 AREA AS INCLUDED IN
THE NEW HANOVER COUNTY TREE AND LANDSCAPING MANUAL, MINIMUM 2" CALIPER AT TIME OF PLANTING, PLANTED EVERY 40 FT OF ROAD
FRONTAGE ON AVERAGE.
--313 LF ROAD FRONTAGE X 25 SF = 7,825 SF OF STREET YARD AREA
--13 CANOPY TREES AND 78 SHRUBS REQUIRED, AT LEAST 8 CANOPY TREES SHALL BE NATIVE
TREE MITIGATION
-15 TREES PER DISTURBED ACRE REQUIRED (PLANTED OR EXISTING, MIN 2" CAL)
-TOTAL DISTURBED ACRES = 5.2 ACRES
-TOTAL ONSITE DISTURBED ACRES = 3.9 ACRES
-15 TREES X 3.9 ONSITE DIST. AC. = 59 TREES REQUIRED
-46 TREES PROVIDED + 13 TREES PRESERVED = 59 TREES
SITE DATA:
PIN: R02400-001-053-000
TOTAL SITE = 4.26 AC
TOTAL DISTURBED AREA = 5.2 AC
TOTAL ONSITE DISTURBED AREA = 3.9 AC
ZONING - I-2 (HEAVY INDUSTRIAL)
NEW HANOVER COUNTY
SEE L1.1 FOR PLANT SCHEDULE
(4) AMCA
(3) PITA
(3) QUAL
(3) QULE
(4) QULE
(6) ACRU
(4) QUAL(9) VIDE
(43) AZCB
(26) MYCE
(3) AMCA
(1) AMCA
(3) MUCA (1) AMCA
(4) MUCA (1) AMCA
(5) MUCA
(1) AMCA
(4) MUCA
(1) AMCA
(5) MUCA
(2) QULE
(3) PITA
BERMUDA SOD
State
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A LISON
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No
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5
5
2
312.6'
(3) ACRU
(1) QULE
(3) ILSP
(4) MUCA
(9) ILSP
(4) MUCA
(3) ILSP
PERMANENT PLANTERS ADJACENT TO BUILDING
28
.
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13
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CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
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Call before you dig.
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L1.1
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE
CANOPY TREE
ACRU 9 ACER RUBRUM RED MAPLE 3" CAL
PITA 6 PINUS TAEDA LOBLOLLY PINE 3" CAL
QUAL 7 QUERCUS ALBA WHITE OAK 3" CAL
QULE 12 QUERCUS LAEVIS TURKEY OAK 3" CAL
UNDERSTORY TREE
AMCA 12 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 2" CAL.
SHRUBS
ILSP 15 ILEX CRENATA 'SKY PENCIL'SKY PENCIL JAPANESE HOLLY ---
DECIDUOUS SHRUB
VIDE 9 VIBURNUM DENTATUM 'ARROWWOOD'ARROWWOOD VIBURNUM MIN 12" HT
EVERGEEN SHRUB
AZCB 43 AZALEA X 'CONLEB'AUTUMN EMBERS® ENCORE® AZALEA MIN 12" HT
MYCE 26 MYRICA CERIFERA `DON`S DWARF`DON`S DWARF WAX MYRTLE MIN 12" HT
ORNAMENTAL GRASS
MUCA 37 MUHLENBERGIA CAPILLARIS 'WHITE CLOUD'WHITE CLOUD MUHLY GRASS 1 GAL.
PLANT SCHEDULE
36" TOTAL DBH TO BE MITIGATED
168" TOTAL DBH OF DOCUMENTED TREES TO BE RETAINED
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Caroli n a
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No
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5
5
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LA
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3/27/2025
MBENDL
S240606_LANDSCAPE.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
RW
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7
L1.2
ROLLOVER CURB
WITH 1' LANDING
EXISTING SUBSOIL
12" CONC. BACKING
SEE SITE PLAN
12" CONC. BACKING
SEE SITE PLAN
MULCH AS SPECIFIED &
4" FROM TRUNK
SOIL BERM TO HOLD
State
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Caro li n a
A LISON
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B
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REGISTERED
L
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DSCAP E A R CHITE
CT
No
.
5
5
2
LANDSCAPE NOTES:
1.Contractor responsible for locating and protecting all underground utilities prior to digging.
2.Contractor responsible for protecting existing trees from damage during construction as shown on plans.
3.General Contractor to install 6” minimum depth of clean, friable topsoil at all planting beds and lawn areas prior to fine grading. See Topsoil
specification Sheet L-1.3.
4.All shrub beds (existing and new) to be mulched with a 4-inch minimum layer of hardwood mulch (brown) as defined in the landscape
specifications on Sheet L-1.3.
5.Existing grass in proposed planting areas to be killed and removed and area to be hand raked to remove all rocks and debris larger than 1 inch
in diameter prior to planting shrubs or laying sod. Landscape contractor to provide fine grading. See grading specification Sheet L-1.3.
6.Any existing grass disturbed during construction to be fully removed, re-graded and replaced. All tire marks and indentions to be repaired. No
exceptions.
7.Soil to be tested to determine fertilizer and lime requirements and distributed prior to laying sod as directed by L.A. Provide results to L.A. and
RaceTrac Project Manager.
8.Sod to be delivered fresh (Cut less than 24 hours prior to arriving on site), laid immediately, rolled, and watered thoroughly immediately after
planting. Edge of sod adjacent to mulch beds to be shovel cut as detailed on Sheet L-1.2. All sod to be delivered in largest rolls available.
There shall be no gaps between sod joints.
9.All changes to design or plant substitutions are to be authorized in writing by the Landscape Architect and RaceTrac Construction Project
Manager.
10.Planting Mix to be provided as specified in the landscape specifications Sheet L-1.3
11.All landscaping shall be installed in conformance with ANSI Z60.1 the “American Standard for Nursery Stock” and the accepted standards of the
American Association of Nurserymen.
12.The Landscape Contractor shall guarantee all plants installed for one full year from date of acceptance by the RaceTrac. All plants shall be alive
and at a vigorous rate of growth at the end of the guarantee period. The Landscape Contractor shall not be responsible for acts of God or
vandalism.
13.Any plant that is determined dead, in an unhealthy or unsightly condition, lost its shape due to dead branches or other symptoms of poor,
non-vigorous growth, as determined by the Landscape Architect, shall be replaced by the Landscape Contractor at no cost to RaceTrac.
14.General Contractor to mound all parking islands 6" - 10" with clean-screened topsoil.
15.Prior to installation, the Landscape Contractor shall inspect the subgrade, general site conditions, verify elevations, utility locations, irrigation,
approve topsoil provided by General Contractor and observe the site conditions under which the work is to be done. Notify General Contractor
of any unsatisfactory conditions, and work shall not proceed until such conditions have been corrected and are acceptable to the Landscape
Architect, Landscape Contractor and RaceTrac Construction Manager.
16.Stake all evergreen and deciduous trees.
17.Remove all stakes and guying from all trees after one year from planting.
18.Water all plant material that are newly planted thoroughly twice in first 24 hours and apply mulch immediately.
19.Site to be 100% irrigated in all planting beds and grass area by an automatic underground irrigation system. See Irrigation Plan Sheets L-2.1,
L-2.2, L-2.3.
20.All tree protection devices to be installed by General Contractor prior to the start of land disturbance, and maintained until final landscaping.
21.All tree protection areas to be protected from sedimentation.
22.All tree protection fencing to be inspected daily, and repaired or replaced as needed or as instructed by L.A.
23.Landscape Contractor shall provide a 1year maintenance period under separate contract following acceptance by the Landscape Architect and
RaceTrac Construction Manager. Maintenance contract to be assigned through RaceTrac maintenance Department.
TREE STAKING AND PLANTING DETAIL
NTS
2
L1.2
BOTTOM OF ROOTBALL RESTS ON
EXISTING OR RECOMPACTED SOIL 3X'S WIDEST
DIMENSION OF
ROOTBALL
EXISTING SOIL
SLOPE SIDES OF LOOSENED SOIL
3 HARDWOOD STAKES. 2"x2",
EVENLY SPACEDAROUND TREE;
DRIVE FIRMLY INTO SUBGRADE
PRIOR TO BACKFILLING
ROUND-TOPPED SOIL BERM 4" HIGH X
8" WIDE ABOVE ROOT BALL. SURFACE
SHALL BE CONSTRUCTED AROUND
THE ROOT BALL. BERM SHALL BEGIN
AT ROOT BALL PERIPHERY.
ROOT BALL.MODIFIED AS REQUIRED
SET TOP OF ROOT BALL SO THAT
TRUNK FLARE IS VISIBLE AND
ABOVE FINISHED GRADE. NO
MULCH WITHIN 4" OF TRUNK.
TRUNK CALIPER SHALL MEET ANSI Z60
CURRENT EDITION FOR ROOT BALL SIZE.
GUY ABOVE FIRST BRANCH
WITH WOVEN STRAP
CENTRAL LEADER
FINISHED GRADE
SOD ON TOP OF ROOT BALL
LOOSENED SOIL. DIG AND TURN THE
SOIL TO REDUCE COMPACTION TO
THE AREA AND DEPTH SHOWN
PRIOR TO LAYING MULCH, LIGHTLY
TAMP SOIL AROUND THE ROOT BALL
IN 6" LIFTS TO BRACE TREE. DO NOT
OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE SOIL.
TOP OF ROOT BALL SHALL BE FLUSH
WITH FINISHED GRADE. REMOVE ALL
TWINE, ROPE, BURLAP AND CUT WIRE
BASKET FROM TOP 13 OF ROOT BALL.
SHRUB PLANTING DETAIL
NTS
3
L1.2
ROOTBALL RESTS ON
EXISTING OR RECOMPACTED
SOIL
3X'S WIDEST
DIMENSION OF
ROOTBALL
EXISTING SOIL
SLOPE SIDES OF
LOOSENED SOIL
4" HIGH X 8" WIDE ROUND-TOPPED SOIL BERM
ABOVE ROOT BALL. SURFACE SHALL BE
CONSTRUCTED AROUND THE ROOT BALL.
BERM SHALL BEGIN AT ROOT BALL PERIPHERY.
ROOT BALL
FINISHED GRADE
SOD ON TOP OF ROOT BALL. SEE L1.1
FOR MULCH TYPE
LOOSENED SOIL. DIG AND
TURN THE SOIL TO REDUCE
COMPACTION TO THE AREA
AND DEPTH SHOWN
PRIOR TO SODDING, LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
NOT OVER COMPACT. WHEN THE PLANTING HOLE
HAS BEEN BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE SOIL.
SECTION VIEW
SHRUB
ROOT BARRIER - PARKING LOT ISLANDS
NTS
7
L1.2 Notes:
1- Root barriers shall be installed per manufacturer's specifications and recommendations.
2- Root barriers shall be installed when root ball is located within 8' of pavement.
SECTION VIEW
PLAN VIEW
CURBCURB BACKING. COORDINATE
WITH SITE ENGINEER FOR
DESIGN.
TAMP SOIL ADJACENT TO
ROOT BARRIERS TO
STABILIZE THEM
CURB
FINISHED
GRADE
MOUND CENTER OF LANDSCAPE
ISLAND 4"-6" ABOVE TOP OF CURB
FINISHED GRADE 4" BELOW
ADJACENT PAVEMENT. 4" MULCH
ON TOP OF FINISHED GRADE
TOP OF ROOT BARRIER 1"
ABOVE FINISHED GRADE
18" DEEP LINEAR ROOT
BARRIER
EXISTING SOIL
8'
M
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E
NTS
5
L1.2
SOD OR MULCH INSTALLATION
AGAINST HARDSCAPE
PLANTING SOIL AS
SPECIFIED HOLD
SOIL LEVELDOWN
TO ACCOMODATE
SOIL AND MULCH
INSTALLATION
EXISTING SUBSOIL
SOD, AS NOTED ON
THE PLAN; INSTALL
AS SPECIFIED
TYP. HARDSCAPE
CONTRACTOR TO GRADE AREAS ADJACENT TO SIDEWALK AND PAVEMENT SO THAT
INSTALLED SOD OR LANDSCAPING DOES NOT PREVENT POSITIVE DRAINAGE OFF
SIDEWALK OR PAVEMENT.
TURF SIDE PLANTING BED SIDE
SHOVEL CUT BED EDGE
NTS
6
L1.2
PREPARE SOIL, PER SPECS
WEED CONTROL BARRIER
SUBGRADE
MULCH AS DEFINED IN THE SPECIFICATIONS, OR AS
CALLED FOR IN PLANS.
FINISHED GRADE AT TURF
SHOVEL CUT BED EDGE AT
45°-90° ANGLE, 6" DEEP
TREE PROTECTION BARRIER DETAIL
NTS
CROWN DRIPLINE OR OTHER LIMT OF TREE PROTECTION AREA.
SEE LANDSCAPE PLAN FOR RENCE LOCATION
2"x6' STEEL POSTS OR
APPROVED EQUAL
KEEP OUT
TREE
PROTECTION
AREA
NOTES:
1.SEE LANDSCAPE NOTES FOR ADDITIONAL TREE PROTECTION REQUIREMENTS
2.NO PRUNING SHALL BE PERFORMED ON EXISTING TREES EXCEPT BY APPROVED ARBORIST.
3.NO EQUIPMENT SHALL OPERATE INSIDE OF THE PROTECTIVE FENCING INCLUDING FENCE
INSTALLATION AND REMOVAL.
4.SEE SITE PREPARATION PLAN FOR ANY MODIFICATION WITH THE TREE PROTECTION AREA.
MAINTAIN EXISTING GRADE WITH THE
TREE PROTECTION FENCE UNLESS
OTHERWISE INDICATED ON THE PLANS.
4" DEEP LAYER OF MULCH
TREE PROTECTION FENCE: HIGH
DENSITY POLYETHYLEND FENCING WITH
3.5"x1.5" OPENINGS; COLOR - ORANGE.
STEEL POSTS INSTALLED AT 8' O.C.
SIGN VARIES. SEE MUNICIPALITY
REQUIREMENTS AND REVISE SIGN
AS NEEDED.
4'
TREE PLANTED IN LAWNS
NTS
9
L1.2
GUYLINE
STRAPPING
(3) 2"x2" WOODEN STAKES
EQUALLY SPACED 120°.
SOD UP TO 4" OF TREE
TRUNK. NO MULCH WITHIN
CANOPY..
TREE CANOPY
NO SOD OR MULCH
WITHIN 4" OF TREE
TRUNK
WATERING SAUCER BERM
SHALL BE WIDE AND LOW
FOR MOWING PURPOSES.
SOD INSTALLATION DETAILS
NTS
10
L1.2
SOD PLANTING REQUIREMENTS
GRASS VARIETIES RESOURCE
AREA
GROWING
SEASON
BERMUDA
GRASS
COMMON
TIFWAY
TIFGREEN
TIFLAWN
M-L,P,C
P,C
P,C
P,C
WARM
WEATHER
BAHIA GRASS PENSACOLA P,C WARM
WEATHER
CENTIPEDE -P,C WARM
WEATHER
ST. AUGUSTINE
COMMON
BITTERBLUE
RALEIGH
C WARM
WEATHER
ZOYSIA EMERALD
MEYER P,C WARM
WEATHER
TALL FESCUE KENTUCKY M-L,P COOL
WEATHER
FERTILIZER REQUIREMENTS FOR SOD
TYPES OF
SPECIES
PLANTING
YEAR
FERTILIZER
(N-P-K)
RATE
(lbs/acre)
NITROGEN TOP
DRESSING RATE
(lbs/acre)
COOL
SEASON
GRASSES
FIRST
SECOND
MAINTENANCE
6-12-12
6-12-12
10-10-10
1500
1000
400
50-100
-
30
WARM
SEASON
GRASSES
FIRST
SECOND
MAINTENANCE
6-12-12
6-12-12
10-10-10
1500
800
400
50-100
50-100
30
FERTILIZER REQUIREMENTS FOR
SOIL SURFACE APPLICATION
FERTILIZER
TYPE
FERTILIZER
RATE
(lbs/acre)
FERTILZIER
RATE
(lbs/sq ft)
SEASON
10-10-10 1000 0.025 FALL
THATCH - GRASS CLIPPINGS AND
DEAD LEAVES, UP TO 1/2" THICK.
APPEARANCE OF GOOD SOD
NOTE: NO ROLLED SOD IN FLORIDA
SHOOTS - OR GRASS BLADES.
GRASS SHOULD BE GREEN AND
HEALTHY, MOWED AT A 2"-3"
CUTTING HEIGHT
ROOT ZONE - SOIL AND ROOTS
SHOULD BE 1/2"-3/4" THICK, WITH
DENSE ROOT MAT FOR STRENGTH.
LAY SOD IN STAGGERED
PATTERN. BUTT THE STRIPS
TIGHTLY AGAINST EACH OTHER.
DO NOT LEAVE SPACES AND DO
NOT OVERLAP. A SHARPENED
MASON TROVEL IS A HANDY
TOOL FOR TUCKING DOWN THE
ENDS AND TRIMMING PIECES.
8
L1.2
UNDERLAY STONE AND GRAVEL
WITH, 8OZ, NON-WOVEN FILTER
FABRIC. STAPLE TO SOIL WITH
6" STAPLES 18" O.C.
ADJACENT CONCRETE FLAT WORK
SMALL BULK ROCK - ANGULAR OR
SMOOTH 4" TO 8" DIA. COLOR TO BE
BEIGE TO TAN AND APPROVED BY
OWNER PRIOR TO INSTALLATION
ADJACENT TURF
OR PLANTING BED
SIGNATURE RIVER ROCK MULCH
NTS
1
L1.2
PER PLAN
6"
D
E
P
T
H
M
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N
.
TYPICAL LANDSCAPE NOTES
NTS
12
L1.2
NTS
4
L1.2
LANDSCAPE ISLAND BED (TYP.)
MA
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MBENDL
S240606_LANDSCAPE.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
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L1.3
RACETRAC LANDSCAPE MAINTENANCE SPECIFICATIONS
I.GENERAL REQUIREMENTS
A.Part of Contract: This RaceTrac Landscape Maintenance Specification is a part of the contract for landscape
maintenance services. Compliance with the requirements set forth in this specification are mandatory for the
maintenance contractor. If any part of this specification is declared invalid for any reason, that invalidation shall
apply only to that specific part declared invalid. It shall not nullify any of the requirements of any other part. In the
event of question over applicability of any requirement, the requirement shall be assumed to apply, unless the owner
provides a written clarification stating that it does not. All modifications to this specification must be in writing.
B.Definitions:
1.The term "owner" refers to the person, partnership, corporation, or agency that contracted for the performance
of the landscape maintenance work.
2.The term "contractor" refers to the person, partnership, corporation, or agency that will perform the landscape
maintenance work.
3.The term "excluded damage" as used in this document shall refer to damage caused by vandalism, pedestrians,
vehicles, animals (except insects and rodents), or other unusual factors. It does not include damage caused by
the contractor's actions, lack of reasonable care, pest damage (such as insects), diseases, or plant loss due to
lack of water caused by an irrigation system programming error, irrigation system breakage, or irrigation
malfunction. (It is assumed that most plants can survive for at least one week without irrigation, during which
time any irrigation problems should become apparent to the contractor. Exceptions may be made if the owner's
authorized representative determines that unusual circumstances contributed to a loss.)
C.Insurance:
1.The contractor shall provide the owner's authorized representative with current Certificates of Insurance
showing that the following requirements are met:
2.Workman's compensation insurance to meet Government regulatory minimum requirements, but not less than
an aggregate limit of $50,000 each occurrence.
3.General liability insurance with an aggregate limit of not less than $1,000,000 with an umbrella of $1,000,000
for a total liability of $2,000,000.
D.Contact Person: The contractor shall provide the owner's authorized representative with a mobile number and
mobile e-mail where a message can be left for the contractor 24 hours a day.
E.Additional Work: All requests for work that will require additional payment must be in writing. Do not start work until
the request for additional work has been approved in writing by the owner's authorized representative. Failure to
obtain advance approval before starting the work may result in non-payment or delays in processing payment.
Emergency repairs may be made without authorization when immediate repairs are necessary to protect the health,
safety, or welfare of the public, or immediate repairs are needed to prevent additional property damage. In these
situations, make immediate repairs as needed to protect the public or stabilize the situation and immediately notify
the Owner's Representative. Additional payment for the work will be negotiated with the contractor by the owner's
authorized representative. Unless otherwise noted, requests for work that qualifies for an additional payment must
be made within two weeks of the time when the need for the work becomes apparent. Failure to notify the owner of
the need for the work within two weeks of the need for the work becoming apparent will result in the requirement that
the work be completed at the contractor's expense. For example if the owner's authorized representative notes
damage (including missing or dead plants) to landscape features and the contractor does not submit a request for
extra work within two weeks of the damage occurring, then the damage shall be corrected completely at the
contractor's expense. The purpose of this requirement is to encourage the contractor to check for problems weekly
and promptly report them so they can be corrected.
F.Existing Conditions, Examination of Site:
1.Within two weeks of the starting date for work under this contract, the contractor shall make a thorough
examination of the current conditions at the site. As part of this examination, the contractor shall create an
inventory list of the name and quantity of each plant in each planter and confirm that the existing quantities in
each planter meet or exceed those shown on any previous plant inventories. The contractor shall make a list of
all landscape items at the site that he/she believes are broken, missing, not healthy, or otherwise are not in
compliance with these specifications; also the as-built plan for the site, when provided. A copy of this list, along
with an additional itemized quote for correcting each item, shall be given to the owner's authorized
representative. Upon confirmation of each item, the owner's authorized representative will either give the
contractor written authorization to make the correction, or a written release from responsibility for the item.
2.By the act of submitting a bid on this work, the contractor shall be considered to have examined both the
landscape and these specifications, and to have thoroughly familiarized himself/herself with the scope of the
required work, as well as any available as-built plan for landscaping/irrigation.
G.Loss Prevention: The owner may take any reasonable action necessary to control damage or protect the health,
safety, and welfare of the public in the event of problems involving the landscape. Such action on the part of the
owner shall not relieve the contractor of any responsibilities related to the problem.
H.Safety:
1.No part of this work shall be performed or installed in any location or manner which may endanger the health,
safety, or welfare of the public now or in the future. Means, methods, techniques, sequencing, etc. are the sole
responsibility of the contractor, unless specific means, methods and techniques are identified in the landscape
specifications.
2.The contractor agrees that he/she shall assume sole and complete responsibility for his/her work, including
safety of all persons and property; and that the contractor shall defend, indemnify, and hold the owner and
tenants harmless from any and all liability, real or alleged, in connection with the contractor's performance of
work on this project, excepting for liability arising from the sole negligence of the owner or tenants.
I.Laws, Codes, and Ordinances:
1.Any requirement of this specification which conflicts with or is in violation of any government rule, ordinance,
regulation, etc. shall be void. The contractor shall notify the owner immediately of any such requirement found in
this specification.
2.The contractor shall, throughout the course of this work, comply with all rules, ordinances, regulations, etc. set
forth by agencies having jurisdiction, which apply to the work site, the contractor, and/or his/her employees.
II.SCOPE OF WORK
A.The contractor shall provide regular, weekly maintenance services as outlined in these Landscape Maintenance
Specifications and the Weekly and Monthly Checklists for this project site.
B.The contractor shall examine the landscape, including irrigation, on a weekly basis, looking for problems or potential
problems with the landscape.
C.The contractor shall provide at his/her own risk all labor, materials, tools, equipment, insurance, transportation,
hauling, dumping, and all other items needed to provide the services outlined in this Specification.
D.The contractor shall make minor replacements and repairs to the landscape facilities as part of the required weekly
maintenance work. Major items needing replacement or repair shall be reported to the owner's representative within
one week of occurrence. A minor item would be something that takes less than 15 minutes to repair by skilled
workmen, using minimal replacement parts. Some specific guidelines for determining if an item is minor or major are
given in the section pertaining to each item. The contractor shall be available to perform additional work related to
the landscape maintenance as may be authorized in writing by the owner. Such work shall be non-minor items
relating to landscape care, which are not a part of the normal maintenance work as outlined in this specification.
E.Any facilities or property damaged or destroyed as a result of the landscape maintenance contractor's operations at
the site shall be repaired or replaced at the landscape maintenance contractor's expense.
F.The contractor shall take all reasonable precautions required to protect plants from abnormal temperatures.
III.CHECKLISTS
A.EXHIBIT A - The WEEKLY LANDSCAPE MAINTENANCE CHECKLIST is made a part of this specification as if
repeated in full here. The contractor shall review this checklist weekly and complete all applicable items on the list
weekly.
B.EXHIBIT B - The MONTHLY MAINTENANCE CHECKLIST is made a part of this specification as if repeated in full
here. The contractor shall review this checklist monthly and complete all the applicable items listed for the current
month prior to the end of the month.
IV.CARE OF PLANTED AREAS
A.Lawns:
1.Lawns shall be kept in a healthy, vigorous, weed-free condition, free of disease and pests, except as noted
below.
2.Turf shall be mowed according to the Frequency Schedule (Appendix C) and maintain the height requirements
outlined below.
3.Prior to each mowing, all trash, sticks and other unwanted debris shall be removed from all grassy areas and
then properly disposed of off-site.
4.During “Growing Season” (March to October), all lawn areas shall be mowed on an average of 7 days, or as
weather and site conditions need to be accounted and planned for. This is best determined by blade growth,
since only 1/3 of the blade should be removed at any one cutting.
5.Lawn height shall not exceed 5 inches at any time. No exceptions.
6.The mowing operation includes trimming around all obstacles, raking all clippings, leaves, dust, dirt and debris
from walks, curbs and all paved areas.
7.Mow, edge and trim lawns weekly or as required to maintain an even, well-groomed appearance as intended
with a shovel-cut bedline.
8.Remove visible lawn clippings and dispose of them off-site in a legal manner. The contractor is encouraged
to use mulching mowers which cut clippings into small pieces that sift down into the lawn.
9.Weeds shall be controlled in lawn areas as noted in the weed-control section.
10.Any lawn found to be dead or severely yellowed shall be replaced with plant material of identical species at
the landscape maintenance contractor's expense, unless the loss was due to excluded damage. If the loss
resulted from excluded damage, replacement will be paid for as additional work. Submit a quote for
replacement within two weeks of the loss as outlined in the General Requirements section of these
specifications. Replacement sod shall be similar in all respects to the existing grass. Do not seed dead lawn
areas, use sod only for replacement, unless directed, in writing, by the owner's authorized representative.
11.All calls/issues that result from improper service maintenance should be resolved within 24 hours.
B.Groundcover Maintenance:
1.Groundcover shall be maintained in a healthy, vigorous, weed-free growing condition.
2.Prior to each service, all trash, sticks and other unwanted debris shall be removed from lawns, plant beds,
sidewalks and other paved areas.
3.Blow all clippings away from air conditioning units and remove all clippings from paved and bed areas. Do not
blow debris into street or drainage structures.
4.Apply pre-emergent to turf according to Frequency Schedule (Appendix C). Pre-emergent should only be
applied to the following types of turf: Centipede, St. Augustine, Bermuda and Zoysia.
5.Apply post-emergent to turf according to Frequency Schedule (Appendix C) and/or as needed to control
weeds.
6.Any groundcover found to be dead or missing shall be replaced with plant material of identical species at the
landscape maintenance contractor's expense, unless the loss was due to excluded damage. If the loss
resulted from excluded damage, replacement will be paid for as additional work. Submit a quote for
replacement within two weeks of the loss as outlined in the General Requirements section of these
specifications. Prior to planting replacement groundcover, the soil shall be tilled to a depth of 6 inches (15 cm)
to prepare it for the new plants.
7.Mechanically edge curbs, walks and edges of paved areas on a weekly basis. Do not create vertical edges
when pruning groundcover. Cut the edges at an angle /--\ for a more natural appearance and healthier plants.
8.Remove excess runners to maintain clean, defined beds. At all times, beds that are adjacent to sod should be
defined with a 6” deep shovel-cut bedline.
9.If regular foot traffic through a planter is preventing the groundcover from reaching full coverage of the soil,
contact the owner's authorized representative to discuss options for redirecting the foot traffic. Consider
installing pavers, stepping stones, a concrete walk, a gravel path with steel edging; and/or barriers to redirect
pedestrians. Provide costs for these options to the owner's authorized representative.
10.Apply non-selective herbicide to mulched bed areas and pavement.
11.All calls/issues that result from improper service maintenance should be resolved within 24 hours.
C.Edging:
1.Edging of all sidewalks, landscape bed lines (as required to maintain a clean 6” deep shovel-cut bed line),
curbs, concrete slabs, and paved areas shall be preformed during all visits.
2.Debris from edging operations shall be removed and the areas kept clean. Caution shall be used to avoid any
flying debris.
3.Safety glasses and earplugs shall be worn during this operation.
D.String Trimming:
1.String trimming shall be performed around road signs, guard posts, shrubs, utility poles and other obstacles
where mower cannot reach. Grass shall be trimmed to the same desired height as determined by the mowing
operation. DO NOT USE STRING TRIMMERS TO TRIM AROUND TRUNKS OF TREES.
2.At no time shall string trimmers be used to maintain any small section of turf that can be mowed by a 21”
rotary mower.
E.Tree Bed & Tree Ring Weed Control:
1.All beds shall be weeded during routine maintenance visits to maintain a weed-free appearance at all times.
2.Pre-emergent and post-emergent herbicides shall be used according to the frequency chart in the appendix.
3.Apply fungicides on an as-needed basis. Do not wait.
4.All bedlines, at all times, shall have a 6” shovel-cut bedline that provides a clean edge between sod & mulch.
5.Refer to Landscape Details (Sheet L-1.2) for Tree Ring with Mulch detail.
6.All calls/issues that result from improper service maintenance should be resolved within 24 hours.
F.Trees:
1.Trees shall be maintained in a healthy, vigorous growing condition, free from disease and large concentrations
of pests.
2.Prune trees only to remove dead, diseased, broken, dangerous, or crossing branches, and as required below.
Pruning of this type is a minor, non-reimbursable, cost to be included as part of the regular maintenance.
3.Prune trees only in appropriate months as determined by an arborist. Prune in accordance with generally
accepted standards for proper pruning.
4.Discard all tree trimmings off-site using a legal method.
5.Any tree found to be dead or missing shall be replaced with plant material of identical species (so as to
maintain a full appearance) at the landscape maintenance contractor's expense, unless the loss was due to
excluded damage. If the loss resulted from excluded damage, replacement will be paid for as additional work.
Submit a quote for replacement within two weeks of the loss as outlined in the General Requirements section
of these specifications. Replacement trees shall equal in size to the originally installed tree at the time it was
planted at the site. In no case shall replacement trees be less than 3” in caliper.
6.Replacement trees shall be approved for size and appearance by the owner's authorized representative prior
to planting. Contractor is also to submit photographs for owner approval. Replacement trees shall be double
staked according to tree staking detail unless otherwise approved by the owner's authorized representative.
Place 3 slow-release fertilizer tablets in backfill material, evenly spaced around rootball, but not touching the
rootball.
7.Remove tree stakes from trees after one year. Remove stakes from site and dispose of by a legal method.
Recycle used stakes if possible.
8.Once a year, prune all trees to encourage a high-branching structure (L-3.2 Maintenance Specifications).
Remove all non-structural branches between the ground and a point half the tree's total height (for very tall
trees don't remove branches higher than 20' above the ground). Exception to the above: trees planted for
screening purposes, such as those at rear perimeters of many sites shall not be pruned except as needed to
remove dead, diseased, broken, dangerous, or crossing branches. Some municipalities prohibit pruning trees
without a permit. The contractor is responsible for determining if permits are needed and shall obtain and pay
for any required permits as part of the basic landscape maintenance fee. Advise RaceTrac personnel prior to
pruning any trees. The Landscape Contractor shall NOT contact any municipality without RaceTrac's written
consent. No exceptions.
9.When pruning trees known or suspected to be diseased, cutting blades shall be sterilized after each cut.
Sterilize blades by dipping them in a solution of 1 part bleach and 9 parts water or heavily spray them with a
disinfectant spray, such as Lysol. After dipping or spraying, wait 20 seconds before using again.
10.A vertical clearance of ten (10) feet is required above all parking spaces. A vertical clearance of eight (8) feet
is required above all walkways. Trim trees to remove all limbs within these areas.
11.Trees near price signs shall be pruned to maintain visual clearance to top of price sign, if the price sign is
monument style. See attached picture.
G.Shrubs and Vines:
1.Shrubs and vines shall be kept in a healthy, vigorous condition, free from disease and large concentrations of
pests.
2.Shrubs shall be pruned weekly only as needed to remove branches that are dead, broken, extending beyond
the face of curbs or sidewalks, or are climbing building walls (unless they are intended to climb the wall, such
as climbing vines). Formal hedges and topiary shall be regularly pruned to maintain a uniform height and
width. Except as noted previously, allow the shrubs to grow unpruned to their natural shape and sizes.
3.Shrubs uniformly planted in rows, where it is clear the intent was to create a hedge, shall be pruned so as to
encourage a hedge. Shrubs in hedges shall be encouraged through pruning to form a dense, continuous,
hedge, branching fully to the ground. All other shrubs shall be pruned only as required for safety, visibility and
plant health. They are to be allowed to develop into the natural shapes expected of the plant variety. Do not
shear shrubs into topiary (shapes) unless specifically instructed to do so in writing by the owner's authorized
representative. Hedges adjacent to parking areas shall never exceed 36” in height.
4.Allow shrubs three (3) months to rejuvenate following a hard frost prior to pruning or replacing.
5.Any shrub found to be dead or missing shall be replaced with plant material (so as to keep the full
appearance) of identical species at the landscape maintenance contractor's expense, unless the loss was due
to excluded damage. If the loss resulted from excluded damage, replacement will be paid for as additional
work. Submit a quote for replacement within two weeks of the loss as outlined in the General Requirements
section of these specifications.
6.Replacement shrubs shall be at least 18 inches in height when planted, unless otherwise approved by the
owner's authorized representative. Place 2 slow-release fertilizer tablets in backfill material, 6 inches deep on
opposite sides of the rootball, but not touching the rootball.
7.When pruning shrubs known or suspected to be diseased, the cutting blades shall be sterilized after each cut.
Sterilize blades by dipping them in a solution of 1 part bleach and 9 parts water or heavily spray them with a
disinfectant spray, such as Lysol. After dipping or spraying, wait 20 seconds before using again.
8.Mulch bed to extend one (1) foot outside shrub dripline.
H.Pruning:
1.All ornamental trees, shrubs, and ground cover shall be selectively pruned; (except for desired hedges, or to
conform to design intent) all pruning and thinning of plants shall be done to retain their natural shapes. If
previous maintenance practice has been to shear and ball, then a natural shape shall be restored gradually.
2.Evergreens, Knock-Out Roses, Lorepetalum, Crape Myrtles are to be selectively pruned to maintain their
natural shape. Hedges and/or shrubs that require shearing to maintain a formal appearance shall be pruned
as required. Dead wood shall be removed from sheared plants.
3.Conifers shall be pruned, if required, according to their genus.
4.Yew, Junipers, Hemlocks, Arborvitae, and False Cypress may be pruned after new growth has hardened off in
late summer. If severe pruning is necessary, it must be done in early spring.
5.Firs and Spruces may be lightly pruned in late summer, fall, or winter after completing growth. Leave side
buds. Never cut the central leader.
6.Groundcover shall be edged and pruned to contain it within its borders on each visit during the Growing
Season (between March and October); as needed basis otherwise.
7.Thinning: Remove branches and water sprouts by cutting them back to their point of origin on parent stems.
This method results in a more open plant, without stimulating excessive growth. Thinning is used on Crape
Myrtle, Lilacs, Viburnums, Smoke Bush, etc.
8.Renewal pruning: Remove oldest branches of shrub at ground, leaving the younger, more vigorous branches.
Also remove weak stems. On overgrown plants, this method may best be done over a three-year period.
Renewal pruning may be used on Abelia, Forsythia, Deutzia, Mockorange, Spirea, etc.
9.Palm Trees: Prune lower, brown fronds twice per year.
10.Trim all trees and shrubs away from the building and price signs; ensure full visibility of store and signs.
11.Trim all trees, shrubs and dead branches. Even if the tree/shrub needs replacing, never leave a dead plant on
store property. Photograph it and then remove immediately, unless the subject plant material's warranty is
unclear. Remove all plants overhanging passageways and parking areas and damaged plants as needed.
12.All calls/issues that result from improper service maintenance should be resolved within 24 hours.
I.Fertilizer:
1.Plant beds shall receive a thorough clean-up before fertilizing. Clean-up includes removing debris and trash
from beds and cutting back herbaceous perennials left standing through winter, such as Lantana.
2.Lawn areas shall be fertilized using slow-releasing fertilizer to help promote early green up (Reference
Appendix C for schedule).
3.Water immediately after applying to move the fertilizer into the soil and wash the fertilizer off of plant surfaces.
4.Trees shall be fertilized using slow releasing, deep-root fertilizer.
5.Shrubs and groundcover shall be top-dressed with compost 1” deep, or fertilized (See attached).
6.When applying granular fertilizers to drip-irrigated areas, the fertilizer must be washed in by hand or rainfall
before turning on the drip system. Running the drip system immediately after application will push the fertilizer
away from the emitters, resulting in a high concentration of fertilizer at the edge of the wetted zone. This
highly-concentrated fertilizer can kill or damage plants. It is recommended that granular fertilizers be applied
to drip-irrigated areas only in early spring, just prior to a moderate rainfall.
7.Itemized receipts for fertilizer and other required soil amendments purchase (or for services of a fertilizer
application company) must be submitted to the owner's authorized representative as proof of application. The
contractor shall submit the receipts together with the next regular billing. Failure to submit receipts may result
in payment delays or partial payment. Receipts must show the name and phone number of the seller and the
date of sale. Receipts must also be itemized, showing the total quantity and description of each item. Prices
and unrelated purchases may be blacked out.
8.If fertilization does not maintain fresh green sod, troubleshoot root cause, and if necessary, provide a
recommendation for resolution.
All calls/isses that resule from improper service maintenance should be resolved within 24 hours.
V.IRRIGATION
A.Water Application & Scheduling:
1.It is the responsibility of the contractor to conserve water and assure that all watering rules and regulations are
followed. Any penalties, fines, or citations for watering ordinance violations shall be paid by the contractor.
2.If there is an automatic irrigation system, hand water as needed to supplement the automatic system. Failure
of the irrigation system to provide full and proper coverage shall not relieve the landscape maintenance
contractor of the responsibility to provide adequate irrigation. It is the contractor's responsibility to make sure
that the irrigation system is maintained and operates properly.
3.If there is an automatic irrigation system, the contractor is responsible for the complete operation and
maintenance of the irrigation systems, except as noted below. The contractor shall examine the irrigation
system for damage or malfunction weekly and shall report damage or malfunction to the owner's authorized
representative in writing. Contractor to ensure that all valves are opening and closing within an acceptable
time frame, all heads are straight, properly adjusted and free of any debris or obstruction that would prevent
them from providing proper coverage. If necessary, adjust the spray at each pop-up head to ensure all
planting material is irrigated and that no overspray occurs onto pavement, buildings or vehicles.
4.Test irrigation system once each month during the Growing Season by cycling and inspecting each zone.
5.Reset cycle times as necessary for seasonal changes. If the contractor fails to report the broken or
malfunctioning irrigation system components within two weeks of the breakage or malfunction, the contractor
shall be responsible for all damages resulting from the broken irrigation system component.
6.If there is an automatic irrigation system, adjust watering times each week. Do not overwater plantings. Use
multiple-start times and short run times to prevent run-off. Drip systems should be left on for sufficient time to
allow for saturation of the root zone. Shorter runs with drip irrigation do not provide sufficient water
penetration for healthy root development. Avoid multiple-start times with drip systems if possible. Do not allow
run-off from any irrigation.
7.Fall maintenance shall include (but is not limited to) draining the system by manual gravitational drains or the
use of compressed air and wrap the backflow of the irrigation system to prevent backflow from further
damage. (Winterize the system in regions where necessary).
8.Spring maintenance shall include (but is not limited to) the closing of all manual drain valves, inspection and
realignment of all heads, operational check/test each zone for proper operation, inspection and adjustment of
controller and run times. Repair as needed.
9.If there is an automatic irrigation system, when breakdowns or malfunctions exist, the contractor shall hand
water, if necessary, to maintain all plant material in a healthy condition. If the irrigation repairs are major and
will be billed as additional work (see items that qualify for additional work payments as outlined below), the
labor costs for hand watering may also be submitted for payment as noted in the General Requirements
section of these specifications. Do not wait for approval to begin hand watering if it is required to save the
plantings.
B.Irrigation System Scheduled Maintenance:
1.Each valve zone shall be observed for signs of damage on a weekly basis during the irrigation season.
2.The landscape maintenance contractor shall maintain the irrigation system, including cleaning of filter screens
yearly or more often as needed, and flushing pipes, as part of this contract.
3.Drip irrigation systems need periodic flushing to remove sediment. When flushing is necessary, it shall be
performed as part of this contract. Drip systems shall be flushed at least once a year. Open ends of drip lines
and run for at least 15 minutes at full flow to flush. It may be necessary to install flush outlets in order to flush
the drip system.
4.Run-off of water or overspray from irrigation systems into or onto streets, sidewalks, stairs, or gutters is not
permitted. The contractor shall immediately shut down the irrigation system and make adjustments, repairs,
or replacements as soon as possible to correct the source of the run-off.
C.Irrigation System Repair:
1.The landscape maintenance contractor shall replace or repair, at the landscape maintenance contractor's
expense, any irrigation components damaged, unless due to excluded damage. Repair shall be made within
two weeks of the day the damage occurred. If the damage was due to excluded damage, the irrigation repairs
will be paid for as additional work. The contractor shall make notification of needed repairs within two weeks
of the day the damage occurred as noted in the General Requirements section of these specifications.
Regardless of the cause of damage, the contractor shall take immediate action to prevent further damage by
shutting off the damaged part of the irrigation system and commencing with hand watering as needed. As
soon as possible after receiving written authorization to proceed, the contractor shall make repairs. The
following items are considered to be minor repairs: damaged or clogged sprinkler nozzles, adjustment of
sprinkler patterns or arcs, adjustment of sprinkler position (ie; raise, lower, or straighten sprinkler head),
replacement of clogged, broken, or missing barbed-style drip emitters, replacement or repositioning of drip
distribution tubing smaller than 1/2 inch or 15 mm diameter. These minor repair items shall be corrected by
contractor at contractor's expense.
2.Any replacement of irrigation system components shall be made with materials of the same manufacturer and
model as the original equipment. Substitutions of materials other than original equipment will be approved
only when the original equipment has been discontinued and is no longer available for purchase at any
location. The substituted equipment must be completely compatible with the original and must be approved in
advance by the owner's authorized representative.
3.All repairs to the system shall be identical to the original installation, unless approved otherwise in advance by
the owner's authorized representative. If a change to the installation will result in lower future maintenance
costs, less frequent breakage, or an increase in public safety, request authorization to make the change from
the owner's authorized representative.
4.For safety, never install sprinklers on risers above the ground level, even if the risers are flexible. Always use
spring-operated, pop-up style, sprinkler heads. Sprinkler heads are available with pop-up heights up to 12
inches above ground level. If the existing sprinklers are mounted on above-ground risers, the replacements
shall be pop-up type sprinklers. No exceptions, ever!
5.If any existing sprinklers at this site are installed on risers above the ground level, submit a quote for additional
work to the owner's authorized representative covering the cost of removal and replacement of these
sprinklers with new, spring-loaded, pop-up type, sprinklers. Submit the quote within two weeks of being
awarded this contract.
6.The contractor shall check the entire irrigation system weekly for items such as dry spots and missing or
malfuctioning irrigation components. Check for leaking valves, water running across sidewalks, water standing
in puddles, or any other condition which hampers the correct operation of the system or the public safety. The
contractor shall carefully observe plant materials for signs of wilting, indicating a lack of water. Plants which
die due to irrigation failure will be considered to have died due to the contractor's negligence and shall be
replaced at the contractor's expense.
7.Plastic sprinkler nozzles with bad patterns shall be replaced with new nozzles of the same gallonage and arc
as part of the regular maintenance of the sprinkler system. Do not attempt to clean plastic nozzles by sticking
knife blades or wire into the openings. The plastic will be scratched and the pattern will be ruined. Brass
nozzles may be carefully cleaned if needed.
VI.CLEAN UP AND LITTER REMOVAL
A.All leaves, trash, sticks and other unwanted debris shall be removed from lawns, ground cover beds, shrubs and
dumpster areas on each visit.
1.Do not sweep or blow trash, leaves, clippings, or landscape debris into planters, streets, drainage structures
or onto adjacent property. Collect all debris swept or blown from landscape areas and remove from the site.
2.Do not use blowers prior to 7:00 A.M. or after 8:00 P.M. or at any other hours restricted by law. Do not use
blowers around parked vehicles to avoid scratching vehicle paint with blowing sand and debris. Blowers may
not be used where prohibited by law.
3.All litter shall be removed from the site each week. In no case shall trash, litter, or leaves be blown or swept
onto the property of others. All trash, litter, leaves, etc. shall be collected, hauled away, and disposed of
legally.
B.In addition to removing all litter from lawns, ground cover beds, shrubs and dumpster areas, the contractor shall
remove and dispose of any large miscellaneous debris or trash in the parking lot. For the purpose of this contract,
"large" shall mean items the size of a small beverage cup or larger. The intent of this requirement is that the
contractor's workers should take sufficient pride in the appearance of the site that they would pick up any significant
litter they come across at the site. Sweeping of the parking lots is not included in the landscape maintenance. All
litter shall be removed from planter areas and sidewalks, regardless of the size of the litter.
VII.CHEMICALS, HERBICIDES, PESTICIDES
A.Trees, Shrubs and Groundcover - Insect & Disease Control:
1.The contractor shall apply Lawn Weed Control per the frequency chart in the appendix.
2.Plant pathogenic disease problems identified be the contractor that can be resolved by pruning or physical
removal of damaged plant parts will be performed with everything up to a height of 15 feet.
3.If the contractor notes an especially insect or disease prone plant species in the landscape, s/he will suggest
replacement with a more pest-resistant cultivar or species that is consistent with the intent of the landscape
design.
4.All calls/issues that result from improper service maintenance should be resolved within 24 hours.
B.Turf Insect & Disease Control:
1.The contractor shall be responsible for applying insecticide per the frequency chart in the Appendix C.
2.The contractor shall be responsible for monitoring the site conditions on each visit to determine if any insect,
pest or disease problem exists. The contractor shall identify the insect pest or disease, as well as the host
plant.
3.All calls/issues that result from improper service maintenance should be resolved within 24 hours.
C.Liming:
1.A soil test should be taken upon request.
2.If limestone is required, the Landscape Contractor shall specify the rate, obtain approval from the Director of
Field Services and apply at an additonal cost.
3.A unit price for liming of turf shall accompany the bid based on a rate of 50 pounds per 1,000 square feet.
D.All chemicals shall be used in accordance with label directions and the manufacturer's recommended handling
methods. All chemicals shall be handled in accordance with all applicable regulations. Registered chemicals shall
be used only on the advice of a qualified, licensed (if required), pest control advisor. Nothing in this specification
shall be construed to be the advice of, or to substitute for the advice of, a pest control adviser.
E.Pesticides shall not be applied within one hour of the start of operating hours for businesses at the site. In the event
that it is not possible to complete the application by one hour prior to business hours (i.e. 24 hour operations),
applications shall be made at times when customer presence is minimal. Areas to be treated shall be blocked off
and warning signs posted.
F.The landscape maintenance contractor shall take precautions to keep persons away from pesticide and
herbicide-treated areas until the applied material is fully dry and the treated area is safe for entry. Follow the
recommendations of the pesticide manufacturer and all applicable governmental and industry regulations.
VIII.COMMUNICATIONS AND REPORTS
A.Regular communication between the contractor and the owner's authorized representative is encouraged.
B.The contractor is encouraged to ask questions, rather than make assumptions.
C.As the landscape matures, some of the maintenance procedures will be eliminated and others may have to be
added. For example, as the shrubs mature they will require less fertilizer. Regular communication will eliminate most
surprises to the owner of changing maintenance costs, which will vary as the landscape grows. Remember, all
changes to these specifications must be approved in writing by the owner's authorized representative.
D.The contractor shall provide the owner's authorized representative with the name and phone number of the
contractor's representative for this site. The contractor's representative shall be a person in the employ of the
contractor who is familiar with, and regularly updated on, all the contractor's activities at the site. The contractor's
representative shall personally perform regular reviews of the contractor's work at the site.
E.The contractor shall turn in a copy of the Weekly Maintenance Checklist to the owner's authorized representative
each week. The checklist copy shall have a check mark by all items completed at the site during the week by the
contractor. Any items completed that are not on the checklist shall be noted on the back of the checklist. The
checklist shall be dated and contain the name and signature of the contractor's representative for the work at this
site.
State
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20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
P
TTT TT
2.0 2.0
2.0
2.0
2.0
2.0
4.0
4.0
4.0
4.0 4.0
4.0 4.0
4.0
4.04.04.0
4.0
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4.0
4.0
4.0 4.0 4.0
2.0
2.0
2.0
3.0
3.03.03.03.03.03.0
3.0
3.0
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1
20.81"
2
9.361"
1"
112"
112"
1"
112"
112"
1"
1"
112"
3
21.51"4
25.01"
5
21.21"
6
21.51"
7
24.51"
112"
112"
112"
112"
112"
112"
1"112"
1"
1"
4.0
4.0
4.0
112"
112"
DR1
4.581"
DR2
2.371"
DR3
2.231"
IR1.0
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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.
State
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Caroli n a
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SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS
RAIN BIRD 3504-PC-SAM 2.0
TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.
10 35 1.69 27'
RAIN BIRD 3504-PC-SAM 3.0
TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.
9 35 2.6 31'
RAIN BIRD 3504-PC-SAM 4.0
TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.
21 35 3.58 33'
RAIN BIRD 5006-PC 8.0
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
4 35 7.06 41'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD XCZ-100-PRB-COM 1"
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVE
AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK
BASKET FILTER. 0.3 GPM-20 GPM
3
PIPE TRANSITION POINT ABOVE GRADE
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP
TUBING WITH RISER TO ABOVE GRADE INSTALLATION.
7
LANDSCAPE PRODUCTS INC. EZ-ID-06-18-R DRIP RING
TREE RING WITH INLINE EMITTERS SPACED 18" O.C.. RING
SPACING SHALL BE 18" O.C. TOTAL EMITTERS PER TREE
RING SHALL BE 43. TOTAL LENGTH PER RING SHALL BE 66
37
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD PC
SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS WITH SELF-PIERCING BARB INLET. FLOW RATE:
5 GPH=LIGHT BROWN; 7 GPH=VIOLET; 10 GPH=GREEN; 12
GPH=DARK BROWN; 18 GPH=WHITE; 24 GPH=ORANGE.
PC-05 emitters (1 assigned to each --- plant)
PC-05 emitters (2 assigned to each MIN 12" HT plant)106
PC-05 emitters (1 assigned to each 1 gal. plant)21
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD PGA-PRS-D ANGLE (2) 1"
1IN., 1-1/2IN., 2IN. ELECTRIC REMOTE CONTROL VALVE,
ANGLE. WITH PRESSURE REGULATOR MODULE.
7
WATER METER 1"1
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1"
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1 1/2"
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1"
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2"
PIPE SLEEVE: PVC CLASS 200 SDR 21
2.0
3.0
4.0
M
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE
LANDSCAPING NOTE:
·ANY LANDSCAPING PROVIDED SHALL NOT INTERFERE WITH ANY
SIGHT VISIBILITY AT ENTRANCE ONTO ANY SCDOT ROAD
·ANY IRRIGATION INSTALLED FOR SITE SHALL NOT ENCROACH INTO
SCDOT RIGHT OF WAY.
**THE IRRIGATION DESIGN IS GRAPHICAL IN
NATURE AND MAY NOT REPRESENT ACTUAL
CIRCUMSTANCES IN THE FIELD. IT IS THE
RESPONSIBILTY OF THE INSTALLING
CONTRACTOR TO USE INSTALLATION
TECHNIQUES PER MANUFACTURER`S
RECOMMENDATIONS AND ACCORDING TO
LOCAL BUILDING, ELECTRICAL, AND
PLUMBING CODES. ALL EQUIPMENT SHALL
BE INSTALLED OUTSIDE OF PAVEMENT IN
PLANTER BEDS OR GRASSED AREAS
POINT OF CONNECTION: THE CONTRACTOR
SHALL TEST THE STATIC WATER PRESSURE
AVAILABLE AT THE METER LOCATION AND
PROVIDE A WRITTEN DOCUMENTATION OF
THE PRESSURE TO THE OWNERS
REPRESENTATIVE, PRIOR TO INSTALLATION
OF THE MAINLINE. THIS SYSTEM IS DESIGNED
FOR A MAXIMUM DEMAND OF 28 GPM WITH A
MINIMUM PSI OF 70
NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC
1 RAIN BIRD PGA-PRS-D ANGLE (2)1"TURF ROTOR 20.8 41.5 45.6
2 RAIN BIRD PGA-PRS-D ANGLE (2)1"TURF ROTOR 9.36 40.7 41.6
3 RAIN BIRD PGA-PRS-D ANGLE (2)1"TURF ROTOR 21.48 43.1 50.3
4 RAIN BIRD PGA-PRS-D ANGLE (2)1"TURF ROTOR 24.96 44.0 53.9
5 RAIN BIRD PGA-PRS-D ANGLE (2)1"TURF ROTOR 21.18 41.8 49.0
6 RAIN BIRD PGA-PRS-D ANGLE (2)1"TURF ROTOR 21.48 42.2 49.6
7 RAIN BIRD PGA-PRS-D ANGLE (2)1"TURF ROTOR 24.46 42.4 52.2
DR1 RAIN BIRD XCZ-100-PRB-COM 1"DRIP RING 4.58 42.1 42.4
DR2 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 2.37 37.0 37.3
DR3 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 2.23 37.1 37.4
VALVE SCHEDULE
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CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
4
5
3
2
1 PVC DRIP MANIFOLD PIPE
PVC SCH 40 TEE OR EL
1/2" POLYETHYLENE TUBING:
TREE TRUNK
TIE DOWN STAKE:
RAIN BIRD TDS-050 WITH BEND (QUANTITY AS
REQUIRED,
SEE NOTES 2-3 BELOW)
2 3 4
8
PVC SCH 40 TEE OR ELL
FINISH GRADE
PVC LATERAL PIPE
1
2
3
4
6
5 64
3
2
3
MODEL SBE-050
BARB ELBOW: RAIN BIRD
RAIN BIRD MODEL SPX-FLEX-100
FLEXABLE SWING ASSEMBLY:
WITH RAIN BIRD ROTARY NOZZLE (AS INDICATED ON L-2.1)
RAIN BIRD
ROTOR POP-UP SPRINKLER:
1
2
5004-MPR-25/30/35-Q/T/H/TT/TQ/F
4
DRIP MANIFOLD/BURIAL DEPTH
PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT
(SIZED TO MEET LATERAL FLOW DEMAND)
PERIMETER OF AREA
PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4"
FROM PERIMETER OF AREA
PVC SUPPLY MANIFOLD
PVC SCH 40 TEE OR EL (TYPICAL)
BARB X MALE FITTING:
RAIN BIRD XFD-MA FITTING (TYPICAL)
ON-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
POTABLE: XFD DRIPLINE
NON-POTABLE: XFDP DRIPLINE
BARB X BARB INSERT TEE:
RAIN BIRD XFD-TEE (TYPICAL)
TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT
EXCEED LENGTH SHOWN IN TABLE
PVC FLUSH HEADER
FLUSH POINT:
SEE RAIN BIRD DETAIL "XFD FLUSH POINT"
PVC RISER PIPE
4" DEPTH OF MULCH
FINISH GRADE
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE,
PLANT MATERIALS AND CHANGES IN ELEVATION.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING
SHOWN IN THE ACCOMPANYING TABLE.
INSET A
1 2
3
4
7
8
9
10
4 5
7
2
8
1 5
INSET A
30
40
50
273
318
360
395
417
155
169
230
255
285
314
353
528
250
294
350
402
420
424
508
586
652
720
322
368
414
474
0.9 GPH
12" Spacing 18" Spacing 24" Spacing
XFD Dripline Maximum Lateral Lengths (Feet)
PSI 0.6 GPH 0.9 GPH
WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS
RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING.
14
14
4
MULCH
4
3
2
NOTES:
1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND
FIVE FEET IN CLAY.
2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR
ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.
3 4 5
6
6
5
4"MULCH
3
5
4
2
1
NOTE:
1. USE XERIMAN TOOL XM-TOOL TO INSERT BARB TRANSFER
FITTING DIRECTLY INTO DRIPLINE TUBING.
2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO
SEE SPRAY FROM THE NOZZLE, SET THE ARC TO 14 PATTERN.
THE FLOW FROM THE NOZZLE, 0.3 GPM, SHOULD BE
ACCOUNTED FOR IN THE SYSTEM DESIGN.
OPTION-13-STATION
OPTION-10-STATION
OPTION-4-STATION
OPTION-7-STATION
SELECTING THE MODEL
OPTION-INDOOR
LAYER "INSTRUCT-OPTION".
OPTION-OUTDOOR
TURN ON ONE OF THE FOLLOWING LAYERS:
TO SELECT THE DESIRED MODEL
TO TURN OFF THIS INSTRUCTION BOX, TURN OFF
TO SELECT "INDOOR" OR "OUTDOOR" OPTION,
TURN ON ONE OF THE FOLLOWING LAYERS
CHOOSING CONTROLLER FEATURES
WALL
1 2 3
RAIN IRDB
VT MVCOM
56 8 9 10 1112AUX
7
3
2
1
1
6
7
4
3
RAIN BIRD ESP-SMT4 OUTSIDE WALL MOUNT
BIRDAINR
ESP-SMTSMART MODULAR CONTROLLER
AUTOOFF
CONFIGURECONTROLLER
INPUT ZONEINFORMATION
ENGLISH
SMT SENSOR
CONNECTION FOR WIRES
1
CONNECTION FOR WIRES FROM CONTROLLER
1
2
5
FINISH GRADE
10" VALVE BOX
2 CUBIC FEET
MAINLINE
1" PVC NIPPLE (TYP.)
MANUAL DRAIN VALVE
SCH 80 PVC BALL VALVE
MIN.12"
12"
24"MIN.
18"
BEDDING AND COMPACTION AS PER ENGINEER'S SPECIFICATIONS
NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE
SLEEVES IF NOT PROPERLY INSTALLED.
(YELLOW)
TRACKING
WIRE #14-1
12"
DIRECTION GREATER THAN 30°
WIRING
12"
IN
LOCAL CODE.
2"
ALL 120 VOLT WIRING IN
ACCORDANCE WITH
UNTIE ALL LOOPS AFTER ALL
LOW-VOLTAGE
WIRING
LATERAL
LINE
AND LOW VOLTAGE WIRING.
MAIN
TO THE INSTALLATION OF PVC PIPING
SUPPLY
MAIN SUPPLY, LATERAL
AND LOW-VOLTAGE WIRING
12"
2"
12"
2"
6-8"
IN
ALL MAIN SUPPLY LINES
18"
WIRING
TUBING
20'
TAPE AND BUNDLE
TUBING OR WIRING
AT 20' INTERVALS.
WIRING AT ALL CHANGES OF
COMPLETED.
TIE A LOOSE 20" LOOP IN
CONNECTIONS HAVE BEEN
CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE
NTS
TRENCHING
NTS
LANDSCAPE DRIPLINE ON GRADE
NTS
DRIPLINE OPERATION INDICATOR
NTS
ROTOR POP-UP SPRINKLER:5004-MPR NOZZLE
NTS
SMART CONTROLLER:ESP-SMTNTS
DRIP VALVE:XCZ-PRB-100-B-COM
NTS
TURF VALVE PGA-PRS-D
NTS
MULCH PER SPEC
FRIABLE TOPSOIL
IRRIGATION LATERAL LINE (12" COVER)
IF SOD IS NEXT TO THE DRIVE ISLE, FEED SPRAY/ROTOR
HEADS WITH FLEXIBLE SWING PIPE (SPX-FLEX-100)
3" MIN.
REMOTE CONTROL VALVE:
WIRE, COILED
ID TAG: RAIN BIRD VID SERIES
WATERPROOF CONNECTION:
RAIN BIRD SPLICE-1 (1 OF 2)
VALVE BOX WITH COVER:
(LENGTH AS REQUIRED)
PVC SCH 40 ELL
2 3 4 5
6
10
121314
5
6
4
7
13
14
15
SLEEVING2
L2.2
3
L2.2
4
L2.2
5
L2.2 6
L2.2
7
L2.2 10
L2.2
11
L2.2 12
L2.2
13
L2.2
1
2
5
10
8 9
12
11
13 14 16 17
FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER:
RAIN BIRD VB-STD
30-INCH LINEAR LENGTH OF WIRE, COILED
WATERPROOF CONNECTION:
RAIN BIRD DB SERIES
1-INCH BALL VALVE (INCLUDED IN
XCZ-PRB-100-COM KIT)
PRESSURE REGULATING QUICKCHECK BASKET FILTER:
RAIN BIRD PRB-QKCHK-100
(INCLUDED IN XCZ-PRB-100-COM KIT)
PVC SCH 40 FEMALE ADAPTOR
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
RAIN BIRD XF SERIES BLANK TUBING
BARB CROSS INSERT FITTING:
RAIN BIRD XFD-CROSS
BARB TEE INSERT FITTING:
RAIN BIRD XFD-TEE
SHOVEL CUT BED EDGE
ON-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFD DRIPLINE
NON-POTABLE: XFDP DRIPLINE PLACE AS SHOWN
(LENGTH AS REQUIRED)
6
1
3
5
7
5
3
5
9
6
7
8
9
NOTES: (THIS DETAIL IS FOR TREES LOCATED OUTSIDE OF PLANTING AREAS ONLY)
1. DISTANCE BETWEEN LATERAL RINGS AND EMITTER SPACING TO BE BASED ON SOIL TYPE,
AND TREE CANOPY. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD WEB SITE
(WWW.RAINBIRD.COM) FOR SUGGESTED SPACING.
2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVE FEET
IN CLAY.
3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE
TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.
POP-UP SPRAY SPRINKLER:
RAIN BIRD 1804-PRS
5
1
1/2-INCH MALE NPT x .490 INCH
FINISH GRADE
2
1
FLEXABLE SWING ASSEMBLY:
RAIN BIRD SPX-FLEX-100
PVC SCH 40 TEE OR ELL
LATERAL PIPE5
3
4
3
5
1
5
6
11
12
3
6
1011
9
1
12
5
13
13
FP
15
20
413
465
488
0.6 GPH
60 460 290 596 455 780 512
0.6 GPH 0.9 GPH
2
1 EASY FIT COMPRESSION TEE:
RAIN BIRD MDCFTEE
ON-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFD DRIPLINE
NON-POTABLE: XFDP DRIPLINE
INLINE DRIP EMITTER OUTLET
TIE DOWN STAKE: RAIN BIRD TDS-050
WITH BEND (TYPICAL)
MULCH
FINISH GRADE
1
3
6
6
4
2
1
5
MULCH
FINISH GRADE
MICRO-SPRAY POP-UP:
RAIN BIRD XERI-POP XP-600X
WITH 4-VAN NOZZLE
ON-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFD SERIES
NON-POTABLE: XFDP SERIES
14" BARB TRANSFER FITTINGS:
RAIN BIRD XBF1CONN
14" DISTRIBUTION TUBING:
RAIN BIRD XQ TUBING
(LENGTH AS REQUIRED)
INSIDE FRONT COVER
INSIDE CONTROLLER CHASSIS
WALL
4VT = VALVE TEST
RAIN IRDB
7
2
3 OPTIONAL MODULES FOR 13-STATION CONTROLLER4
BIRDAINR
1-INCH PVC SCH 40 CONDUIT AND FITTINGS
1/2-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY
WIRES TO REMOTE CONTROL VALVES AND SENSOR
MANUALWATERING
RESTORESETTINGS
SYSTEMREVIEWFINE-TUNEWATERING
SPECIALFEATURES
SET DATE& TIME
ESPANOL~
ALARM
WIRINGACCESS
5
ESP-SMT SENSOR (BOTTOM VIEW)
FROM SENSOR
2
NOTE:
WIRE LENGTH FROM CONTROLLER
TO SENSOR NOT TO EXCEED 200
FEET.
SENSOR DETAIL
JUNCTION BOX6
1/2"-3/4" CRUSHED STONE
NTS
MIN.
CLASS 200 PVC SLEEVE
120 VOLT
18"
LATERAL
MAIN LINE
INSTAL-MANUFACTURER'S
ACCORDANCE WITH
TO BE INSTALLED
LATION SPECIFICATIONS.
12"12"
OR
NTS
DRIP LAYOUT AROUND TREES IN TURF AREA
ROTORY NOZZLE: 1804 POP-UP SPRAY SPRINKLER
NTS
MANUAL DRAIN VALVE
CURB&GUTTER
DRIVE ISLE
NTS
MAIN LINE/LATERAL LINE LOCATION
ADJACENT TO DRIVE ISLE
PVC SCH 80 NIPPLE
BRICK (1 OF 4)
PVC MAINLINE PIPE
SCH 40 ELL
PVC LATERAL PIPE
1
7
8
9
15 SCH 80 NIPPLE (2-INCH
1
2
3
8
10
9
11
1211
16
PVC SCH 40 MALE ADAPTER
16
30-INCH LINEAR LENGTH OF
RAIN BIRD PGA
RAIN BIRD VB-STD
FINISH GRADE/TOP OF MULCH
PVC SCH 80 NIPPLE (CLOSE)
LENGTH, HIDDEN) AND
PVC SCH 40 TEE OR ELL
3.0-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
1
L2.2 NTS
L2.2
8
L2.2
9
3
4
6
7
8
9
11
12
13
14
15
16
17
654321 7 10
11
15
ID TAG
REMOTE CONTROL VALVE:
RAIN BIRD PESB (INCLUCED IN
XCZ-PRB-100-COM KIT)
LATERAL PIPE
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)AND PVC SCH 40 ELL
PVC SCH 40 TEE OR ELL
MAINLINE PIPE
GRAVEL
PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN
XCZ-PRB-100-COM KIT)
3' MIN
1.IRRIGATION SYSTEM DESIGNED BASED ON 35 GPM AT 70 PSI.
2.IRRIGATION DESIGN IS FROM THE POINT OF CONNECTION(POC) ONLY. THE DESIGN IS BASED ON 35 GALLONS PER MINUTE(GPM) AND 70 POUNDS PER SQUARE INCH(PSI).
3.IRRIGATION CONTRACTOR IS TO VERIFY POINT OF CONNECTION IN THE FIELD. INSTALLER IS TO CONFIRM THE MINIMUM DISCHARGE REQUIREMENTS OF THE POINT OF CONNECTION AS INDICATED IN THE NOTES PRIOR TO INSTALLATION.
4.THE PRESSURE REQUIREMENT FROM THE POINT OF CONNECTION TO THE HIGHEST POINT OF IRRIGATION IS BASED ON NO MORE THAN 5 FEET OF ELEVATION CHANGE. IF THE ELEVATION IS GREATER THAN 5 FEET CONSULT WITH THE IRRIGATION DESIGNER FOR POSSIBLE
ADJUSTSMENTS.
5.FINAL CONTROLLER LOCATION TO BE DETERMINED BY OWNER REPRESENTATIVE.
6.THE IRRIGATION DESIGN IS GRAPHICAL IN NATURE AND MAY NOT REPRESENT ACTUAL CIRCUMSTANCES IN THE FIELD. IT IS THE RESPONSIBILTY OF THE INSTALLING CONTRACTOR TO USE INSTALLATION TECHNIQUES PER MANUFACTURER`S RECOMMENDATIONS AND ACCORDING
TO LOCAL BUILDING, ELECTRICAL, AND PLUMBING CODES. ALL EQUIPMENT SHALL BE INSTALLED OUTSIDE OF PAVEMENT IN PLANTER BEDS OR GRASSED AREAS
7.IT IS THE RESPONSIBILTY OF THE INSTALLING CONTRACTOR TO DETERMINE IF IRRIGATION EQUIPMENT CAN BE PLACED IN RIGHT OF WAYS, EASEMENTS, AND ACROSS PROPERTY LINES.
8.IF LATERAL PIPING IS ADJUSTED IN THE FIELD THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PROPER SIZING TECHNIQUES. THE FLOW RATES SHALL NOT EXCEED 5FT/SEC. THE LOCATION OF IRRIGATION EQUIPMENT SHOWN ON THE DRAWING IS APPROXIMATE. ACTUAL
PLACEMENT MAY VARY AS REQUIRED TO ACHIEVE FULL AND EVEN COVERAGE.
9.ALL IRRIGATION HEADS SHALL BE INSTALLED PERPENDICULAR TO FINISHED GRADES EXCEPT AS OTHERWISE INDICATED.
10.INSTALL IRRIGATION MAINLINES WITH A MINIMUM OF 18" OF COVER AND IRRIGATION LATERALS WITH A MINIMUM OF 12" OF COVER BASED ON FINISHED GRADES.
11.THE IRRIGATION CONTRACTOR SHALL ARRANGE INSPECTIONS REQUIRED BY LOCAL AGENCIES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION AS REQUIRED.
12.ALL MAINLINE PIPE 3" AND LARGER TO BE SDR21 GASKETED PVC. SERVICE TEES/FITTINGS AND/OR DUCTILE IRON SERVICE TEES/FITTINGS TO BE USED UNLESS NOTED DIFFERENTLY IN THE IRRIGATION LEGEND. ALL MAINLINE 2-1/2" AND SMALLER TO BE SDR21 SOLVENT WELD PVC
PIPE. ALL PVC PIPE FITTINGS TO BE SCH40 SOLVENT WELD.
13.ALL WIRE SPLICES SHALL BE MADE WITH APPROVED WATERPROOF WIRE CONNECTIONS AND BE IN A VALVE OR SPLICE BOX.
14.ALL CONTROL WIRING DOWNSTREAM OF THE IRRIGATION CONTROLLER TO BE UL APPROVED DIRECT BURY 2-WIRE.
15.ALL IRRIGATION GROUNDING TO BE INSTALLED PER MANUFACTURER`S SPECIFICATIONS.
16.THE DESIGN IS BASED ON THE SITE INFORMATION AND/OR DRAWING SUPPLIED WITH THE DESIGN CRITERIA BEING SET (AREA TO BE IRRIGATED, EQUIPMENT MANUFACTURER AND MODEL TO BE USED, WATER SOURCE INFORMATION, ELECTRICAL POWER AVAILABILITY, ETC.)
IR1.2
3/27/2025
MBENDL
S240606_LANDSCAPE.dwg
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IRRIGATION SPECIFICATIONS
PART 1 - GENERAL
DESCRIPTION
Provide a complete design and installation for an underground irrigation system as specified herein. The work includes:
1.The design of an underground irrigation system using irrigation industry best practices
2.Automatic irrigation system including piping, fittings, sprinkler heads, and accessories.
3.Pump (if necessary), valves, and fittings.
4.Irrigation Meter and reduced pressure backflow preventer. (Provided by the General Contractor)
5.Controller, control wire.
6.Testing.
7.Excavation and backfilling irrigation system work.
8.Associated interior and exterior plumbing, and accessories to complete the system.
Pipe sleeves are generally indicated to be supplied and installed by the General Contractor. The Irrigation Contractor shall coordinate with the General Contractor to ensure that sleeving is available in the
preferred locations and that the irrigation site drawing reflects the actual installed locations of the sleeves. Sleeve locations are also shown on the Utility Plan by the Civil Engineer.
QUALITY ASSURANCE
Installer's qualifications: Minimum of 3 years experience installing irrigation systems of comparable size. All plumbing within the building shall be installed by a licensed plumber.
Materials, equipment, and methods of installation shall comply with the following codes and standards.
1.National Fire Protection Association, (NFPA): National Electrical Code.
2.American Society for Testing and Materials, (ASTM).
3.National Sanitation Foundation, (NSF).
4.The Irrigation Association, (IA).
The Irrigation Contractor shall coordinate with the sodding and landscape contractors to insure 100% irrigation coverage of all sod and plant material. The Contractor shall verify water pressure at the site. If
pressure is below 40 psi, the Landscape Architect shall be notified immediately for a redesign. The final zone design flow and operating pressure shall guarantee 100% coverage for all sod and landscape
areas.
SUBMITTALS
Upon irrigation system acceptance by Landscape Architect or RaceTrac Project Manager, submit manufacture's product manuals and any site specific operating and/or maintnenance instructions.
1.Provide one (1) copy of irrigation system as-built directly to the Landscape Architect and on site Project Manager. Legibly mark drawings to record actual construction, valve locations, zone/station
numbering, main line locations, etc.
2.Provide all manufacturers manuals.
DELIVERY, STORAGE AND HANDLING
Deliver irrigation system components in manufacturer's original undamaged and unopened containers with labels intact and legible.
Protect existing trees, plants, lawns and other features designated to remain as part of the final landscape work.
Promptly repair damage to adjacent facilities caused by irrigation system work operations. Cost of repairs at Contractor's expense. Promptly notify the Landscape Architect of unexpected sub-surface
conditions. Minor adjustments in system layout will be permitted to clear existing fixed obstructions. Final system layout shall be acceptable to the Landcape Architect.
CODES, INSPECTIONS AND PERMITS
The entire installation shall fully comply with all local and state laws and ordinances, and with all the established codes applicable thereto. The Contractor shall take out all required permits, arrange for all
necessary inspections and shall pay any fees and expenses in conjunction with the same as a part of the work under this Section. If required, the Owner will provide the City and utility companies with a “Hold
Harmless” agreement for sprinklers on public lands and easements.
GUARANTEE
For a period of one (1) year from date of final acceptance of work performed under this Section, the Contractor shall promptly furnish and install any and all parts and equipment which prove defective in
material, workmanship or installation at no additional cost to the Owner.
PART 2 - PRODUCTS
ACCEPTABLE MANUFACTURERS
Manufacturers:
ONLY - Rain Bird, Contractor Division, Glendora, CA
MATERIALS
General:
1.Provide only new materials, without flaws or defects and of the highest quality of their specified class and kind.
2.Comply with pipe sizes indicated. No substitution of smaller pipes will be permitted. Remove damaged and defective pipe.
3.Provide pipe continuously and permanently marked with manufacturer's name or trademark, size schedule and type of pipe, working pressure at 73 degrees F. and National Sanitation Foundation (NSF)
approval.
4.All materials subject to acceptance of the Landscape Architect and Owner.
Plastic pipe, fittings, and connections:
1.Polyvinyl chloride pipe: ASTM D2241, rigid, unplasticized PVC, extruded from virgin parent material. Provide pipe homogeneous throughout and free from visible cracks, holes, foreign materials,
blisters, wrinkles and dents.
a.SDR 21, Class 200.
2.Polyethylene pipe: ASTM D2239 flexible polyethylene pipe rated at 100 PSI minimum working pressure.
3.PVC pipe fittings: ASTM D2241 schedule 40 PVC molded fittings suitable for solvent weld, slip joint ring tight seal, or screwed connections. Fittings made of other materials are not permitted.
a.Size slip fitting socket taper to permit a dry unsoftened pipe end to be inserted no more than halfway into the socket. Saddle and cross fittings are not permitted.
b.Schedule 80 PVC pipe may be threaded.
c.Use male adapters for plastic to metal connections. Hand tighten male adapters plus one turn with a strap wrench.
4.Insert fittings: ASTM D2466 insert type fittings.
5.Saddle tees for lateral lines:
a.Kwik-seal saddle tee as manufactured by Dawn Industries, Inc. 4410 Washington Street, Denver, CO 80216, or approved equal.
b.Brass Saddle with stainless steel screws.
6.Sprinkler Riser:
a.Cut-off polyethylene riser mounted on saddle tees.
b.Riser height as required.
7.Swing joints: See detail.
Interior copper pipe, fittings and connections:
1.Interior water piping, fittings and connectors: ASTM B88 Type “L” hard tempered copper tubing. Fittings shall be 150 pound working water pressure standard, solder end type, constructed of wrought
copper, bronze or brass.
2.Joints made with tin-lead solder, approximately 95-5 composition. Thoroughly polish joints and use proper flux to provide sound joints.
Sprinkler heads, pumps, valves and associated equipment:
1.The following items are as specified on the Drawings unless noted otherwise.
a.Spray type sprinkler heads, rotary type sprinkler heads
b.Pressure compensating drip line
c.Manual isolation valves - gate valve for lines 2” and under, mechanical lines for valves greater than 2”
d.Electric remote control valves (ensure water tight connections)
e.Quick couples valves - each with key having 3/4” male top pipe thread for hose connection
f.Backflow preventer - comply with codes of local or county agency
g.Pump if necessary
h.Irrigation meter - comply with codes of local or county agency. (Provided by General Contractor)
i.Mainline and associated lateral lines with sizes
Controls:
1.The following items are as specified on the Drawings unless noted otherwise.
a.Controller as specified on the drawings.
b.Pump starter (if necessary)
Electrical control wire:
1.Electrical control and ground wire: Type UF direct burial 600 volt AWG control cable #12 neutral and #14 control “hot” wire. No aluminum wire allowed.
2.Wire color code: Provide control or “hot” wires either black or red in color. Provide common or “ground wires” white in color.
ACCESSORIES
Drainage fill: 1/2" to 3/4" washed pea gravel.
Fill: Clean soil free of stones larger than 2" diameter foreign matter, organic material and debris.
1.Provide imported fill material as required to complete the work. Obtain rights and pay all costs for imported materials.
2.Suitable excavated materials removed to accommodate the irrigation system work may be used as fill material subject to the Landscape Architect's review and acceptance.
Clamps: Stainless steel, worm gear hose clamps with stainless steel screws or ear type clamps.
Low voltage wire connectors: Socket seal type wire connectors and 3M DBY Direct Bury Splice Kit.
Valve access boxes: Tapered enclosure of rigid plastic material comprised of fibrous components chemically inert and unaffected by moisture corrosion and temperature changes. Provide lid of same material,
green in color.
1.12" deep x 18" long x 13" wide base dimensions.
2.9" deep x 10" diameter base dimension.
PART 3 - EXECUTION
INSPECTION
Examine final grades and installation conditions. Do not start irrigation system work until unsatisfactory conditions are corrected.
PREPARATION
Layout and stake the location of each pipe run and all sprinkler heads and sprinkler valves.
Coordinate with the General Contractor to expose the irrigation sleeves. Irrigation sleeves installed by the General Contractor.
INSTALLATION
General: Prior to any work, the Contractor will test the pressure and flow of the existing water line and make necessary adjustments to the system design.
Excavating and backfilling:
1.Excavation shall include all materials encountered, except materials that cannot be excavated by normal mechanical means.
a.Rock excavation: Submit a unit cost per foot of trench for rock excavation. Include in price additional backfill materials required to replace excavated rock.
2.Excavate trenches of sufficient depth and width to permit proper handling and installation of pipe and fittings.
3.If the pulling method is used, the pipe “plow” shall be a vibratory type. Starting and finishing holes for pipe pulling shall not exceed a 1'-0" by 3'-0" opening.
4.Excavate to depths required to provide 2" depth of earth fill or sand bedding for piping when rock or other unsuitable bearing material is encountered.
5.Fill to match adjacent grade elevations with approved earth fill material. Place and compact fill in layers not greater than 8" depth.
a.Provide approved earth fill or sand to a point 4" above the top of pipe.
b.Fill to within 6" of final grade with approved excavated or borrow fill materials free of lumps or rocks larger than 3" in any dimension.
c.Provide clean topsoil fill free of rocks and debris for top 6" of fill.
6.Except as indicated, install irrigation mains with a minimum cover of 18" based on finished grades. Install irrigation laterals with a minimum cover of 12" based on finished grades. In roadways or
parking areas, minimum cover of 24” based on top of pavement.
7.Excavate trenches and install piping and fill during the same working day. Do not leave open trenches or partially filled trenches open overnight.
Plastic pipe:
1.Install plastic pipe in accordance with manufacturer's installation instructions. Provide for thermal expansion and contraction.
2.Saw cut plastic pipe. Use a square-in-sawing vice, to ensure a square cut. Remove burrs and shavings at cut ends prior to installation.
3.Make plastic to plastic joints with solvent weld joints to slip seal joints. Use only solvent recommended by the pipe manufacturer. Install plastic pipe fittings in accordance with pipe manufacturer's
instructions. Contractor shall make arrangements with pipe manufacturer for all necessary field assistance.
4.Make plastic to metal joints with metal male adapters.
5.Make solvent weld joints in accordance with manufacturer's recommendations.
6.Allow joints to set at least 24 hours before pressure is applied to the system.
7.Uncoil poly-pipe and insert full depth. Secure poly-pipe to insert fittings with stainless steel clamps. Double clamp pipe 1" diameter or greater.
8.Maintain pipe interiors free of dirt and debris. Close open ends of pipe by acceptable methods when pipe installation is not in progress.
Sprinklers, fittings, valves and accessories:
1.Install fittings, valves, sprinkler heads, risers, and accessories in accordance with manufacturer's instructions, except as otherwise indicated.
a.Provide concrete thrust blocks where required at fittings and valves.
2.Set sprinkler heads perpendicular to finished grades, except as otherwise indicated.
3.Install pop-up spray heads with polyethylene “cut-off” nipples.
4.Locate sprinkler heads to assure proper coverage of indicated areas. Do not exceed sprinkler head spacing distances indicated.
5.Install isolation ball valves in a 10" valve box according to the plans.
6.Install quick-coupling valves on an adjustable 360 degree swing joint riser assembly. Install quick-coupling valves in a 10" valve box according to the plans.
7.Install backflow prevention valve, pump, suction line, booster pump, fittings, and accessories as shown or required to complete the system.
8.Install controller.
a.Located in back of store.
b.Ground Controller in accordance with manufacturer's recommendations.
c.Connect to 120v outlet on separate circuit.
9.Install in-ground control valves in a valve access box as indicated.
10.Install valve access boxes on a suitable base of gravel (minimum 4”) to provide a level foundation at proper grade and to provide drainage of the access box.
11.Seal threaded connections on pressure side of control valves per manufacturer's recommendations.
12.Install self cleaning pressure compensating dripper line per manufacturer's recommendations (where specified). Provide all fittings, accessories, valves and filters for a finished, complete functioning
system.
13.Install drip line where specified on finished grade in plant beds using Techline staples to hold in place, and cover with a 3" depth of specified mulch. Coordinate installation with shrub and groundcover
placement.
Control wiring:
1.Install electric control cable in the piping trenches wherever possible. Place wire in trench adjacent to pipe. Install wire with slack to allow for thermal expansion and contraction. Expansion joints in wire
may be provided at 200-foot intervals by making 5-6 turns of the wire around a piece of 1/2" pipe instead of slack. Where necessary to run wire in a separate trench, provide a minimum cover of 12".
2.Provide sufficient slack at site connections at remote control valves in control boxes, and at all wire splices to allow raising the valve bonnet or splice to the surface without disconnecting the wires when
repair is required.
3.Connect each remote control valve to one station of a controller except as otherwise indicated.
4.Connect remote control valves to a common ground wire system independent of all other controllers.
5.Make wire connections to remote control electric valves and splices of wire in the field, using wire connectors and sealing cement in accordance with manufacturer's recommendations.
6.Provide tight joints to prevent leakage of water and corrosion build-up on the joint.
7.A separate common neutral wire is required from controller along entire mainline.
8.Provide one spare control wire from controller along entire mainline.
Interior plumbing:
1.Install piping to provide complete drainage of the system, toward the source wherever possible. Provide drain valves at all drainage points on pipes. Cut pipe accurately to measurements established at
the building and installed without springing or forcing. After cutting and reaming, and before assembling, remove interior scale, dust and foreign matter. Installed pipe shall follow building lines, clearing
all doors and other openings. No diagonal piping will be accepted. Install piping to allow installation of 1" thickness pipe installation covering. Provide for thermal expansion and contraction of pipe.
2.Insulate piping with 1" thickness of fibrous glass insulation, 35 degree service, with white Kraft paper jacket and .001" aluminum foil vapor barrier.
3.Stub-out from mechanical room floor to turf or planting area at 18" below finish grade and install a male pipe thread connection at the turf end.
Sleeves: (TO BE INSTALLED BY GENERAL CONTRACTOR)
1.Utilize existing sleeves for installation of the irrigation system.
2.Provide new sleeves for all locations where existing sleeves are not indicated. Install new sleeves prior to paving installation.
3.Install pipe sleeves under existing concrete or asphalt surface by jacking, boring or hydraulic driving of the sleeve. Obtain Owner's permission before cutting existing concrete and asphalt surfaces.
Where piping is shown under paved areas which are adjacent to turf areas, install the piping in the turf areas.
4.Install permanent benchmark in the top of curbs and other hardscapes for reference of sleeve locations.
Flushing, testing and adjustment.
1.After sprinkler piping and risers are installed and before sprinkler heads are installed, open control valves and flush out the system with full head of water.
2.Perform system testing upon completion of each section. Make necessary repairs and re-test repaired sections as required.
3.Adjust sprinklers after installation for proper and adequate distribution of the water over the coverage pattern. Adjust for the proper arc of coverage.
4.Tighten nozzles on spray type sprinklers after installation. Adjust sprinkler adjusting screw on lateral line or circuit as required for proper radius. Interchange nozzles patterns as directed by the
Landscape Architect, to give best arc of coverage.
5.Adjust all electric remote control valve pressure regulators and flow control stems for system balance and optimum performance.
6.Test and demonstrate the controller by operating appropriate day, hour and station selection features as required to automatically start and shut down irrigation cycles to accommodate plant
requirements and weather conditions.
DISPOSAL OF WASTE MATERIAL
Stockpile, haul from site, and legally dispose of waste materials, including unsuitable excavated materials, rock, trash, and debris. Maintain disposal route clear, clean, and free of debris.
ACCEPTANCE
Test and demonstrate to the Landscape Architect and Owner the satisfactory operation of the system free of leaks. Instruct the Owner's designated personnel in the operation of the system, including
adjustment of sprinklers, controller, valves and pump controls. Upon acceptance by Landscape Architect, the Owner will assume operation of the system.
CLEANING
Perform cleaning during installation of the work and upon completion of the work. Remove from site all excess materials, soil, debris, and equipment. Repair all damage resulting from irrigation system
installation.
SPECIAL INSTRUCTIONS
The Contractor shall coordinate and cooperate with the Landscape Architect, General Contractor, Mechanical/Electrical Contractors, and all subcontractors, during the installation of this system. Installation of
sleeves to be coordinated between the Irrigation Contractor and the General Contractor.
During the bidding period the Irrigation Contractor shall inform the RaceTrac Construction Manager of any system items or elements that are required for operation of the system specified herein, but installed
or finished by others.
It is the intent and mandatory requirement that the irrigation system be installed and fully operational before planting operations begin. (Except for drip tubing which shall be installed after planting but prior to
mulch installation.)