HomeMy WebLinkAboutWM 4065.275 Wilmington, NC - Civil PlansBYREVISIONS
DRAWN
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JOB No.
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N O R T H CAROLINA
PR O F E SSION
A
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ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
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12/04/25
24000546
VICINITY MAP
NOTE: BASED ON GRAPHIC DETERMINATION, THIS PROPERTY DOES NOT
LIE IN A F.E.M.A./F.I.R.M.SPECIAL FLOOD HAZARD AREA PER COMMUNITY
PANEL NO. 3720326000K DATED AUG. 28, 2018
N.T.S.
FEMA MAP
N.T.S.
AERIAL MAP
N.T.S.
CIVIL ENGINEER
ATWELL, LLC
1850 PARKWAY PLACE, SUITE 650
MARIETTA, GA 30067
PHONE: (770) 423-0807
FAX: (770) 423-1262
CONTACT: BRIAN PELHAM, PE
DEVELOPMENT TEAM
WALMART SUPERCENTER #04065.275
TOTAL SITE AREA: 24.616± AC.
ZONING: B-2 BUSINESS DISTRICT SPECIAL HWY OVERLAY DISTRICT
CONDITIONAL REZONING Z-926
JURISDICTION: NEW HANOVER COUNTY BUILDING SAFETY
SITE STREET A
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SUPERCENTER #04065.275
8035 MARKET ST.
CITY OF WILMINGTON, NEW HANOVER COUNTY, NC
TAX PARCEL: R03600-003-119-000
PROPOSED BUILDING ADDITION
SURVEYOR
ATWELL, LLC
1850 PARKWAY PLACE, SUITE 650
MARIETTA, GA 30067
PHONE: (770) 423-0807
FAX: (770) 423-1262
CONTACT: CLYDE ELDREDGE
GOVERNING AGENCIES AND UTILITY CONTACTS
NEW HANOVER COUNTY
230 GOVERNMENT CENTER DRIVE
SUITE 160
WILMINGTON, NC 28403
PHONE: (910) 798-7139
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DEVELOPER ARCHITECT
BENCHMARK GROUP
1805 N. 2ND ST.
ROGERS, AR 72756
PHONE: (800) 321-8721
FAX: (479) 986-1254
CONTACT: DEREK JEBSEN
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
NOTES TO GENERAL CONTRACTOR (GC)
1.GC TO EXECUTE COMPLETE PARKING LOT RESTRIPING. STRIPE/REFRESH ALL EXISTING PARKING FIELDS (MAIN, SIDES, AND REAR OF
STORE).
2.PREPARE AND REPAINT PARKING LOT LIGHT POLE BASES AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT. IF LIGHT POLE BASE IS
WITHIN A RAISED CURB AND OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY 3 FEET OR LESS, THE BASE SHALL BE
PAINTED/REPAINTED. IF LIGHT POLE BASE IS OFFEST FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY MORE THEN 3 FEET, THE
BASE SHALL NOT BE PAINTED UNLESS IT IS ALREADY PAINTED IN EXISTING CONDITIONS.
3.PREPARE AND REPAINT EXISTING SIGN POST BOLLARDS AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT.
4.EXISTING STRIPING SHALL BE REMOVED BY APPROVED PHYSICAL MEANS PRIOR TO SEAL COAT.
5.GC TO ASSESS AND TRIM ANY TREES ON SITE THAT OBSCURE EXISTING OR PROPOSED SIGNAGE.
6.IN THE EVENT STRIPING OR SIGNAGE IN THE PLANS DO NOT MATCH ONSITE CONDITIONS OR DIRECTION IS UNCLEAR, CONTRACTOR
SHOULD NOTIFY THE ENGINEER FOR PROPER DIRECTION VIA THE RFI (REQUEST FOR INFORMATION) PROCESS.
PHONE: (479) 488-1151
CONTACT: LAURIE LAMMEY
SITE SITE
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C000COVER SHEET
Sheet List Table
Sheet Number Sheet Title
C000 COVER SHEET
C010 OVERALL SITE PLAN
C020 ALTA/NSPS LAND TITLE SURVEY
C100 SWPPP PLAN
C110 SWPPP DETAILS 1
C150 DEMOLITION PLAN
C200 SITE DIMENSION PLAN
PICKUP STRIPING AND SIGNAGE PLAN
STOP SIGNS AND MARKINGS PLANC500
DEMOLITION AND SITE CONSTRUCTION PLANC550
C600
SITE CONSTRUCTION DETAIL SHEET 1
C720 SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET 1
C730
SPECIFICATIONS SHEET 1
SPECIFICATIONS SHEET 2
C700
C030 ALTA/NSPS LAND TITLE SURVEY
SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET 2
C300 GRADING AND UTILITY PLAN
C800
C810
C450 PHOTOMETRIC PLAN
C900 LANDSCAPE PLAN
C120 SWPPP DETAILS 2
C130 PERFORMANCE STANDARDS
C140 SWPPP NOTES
C145 IMPLEMENTATION SEQUENCE AND LIMITS OF WORK
PR#
01/21/20261 MB
1
1
C900 LANDSCAPE DETAILS
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
GA
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ENVIRONMENTALCAGE
PLANTER PLANTER PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
GHSDOLLY
D
D
VESTIBULE-GRVESTIBULE-GM
ENVIRONMENTALCAGE
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER PLANTER PLANTER
RISERCLOSET
CARTSTORAGE-GRVESTIBULE-GRVESTIBULE-GMCARTSTORAGE-GM
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KIOSK FRONT CARTSTORAGE-GR
RISERCLOSET
SODA
MACH
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CARTSTORAGE-GM
MIRROR 1MIRROR 1
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
BYREVISIONS
DRAWN
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JOB No.
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N O R T H CAROLINA
PR O F E SSION
A
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ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
0
SCALE: 1"=50'
50'25'
PROPOSED PROJECT AREA
1"=50'
EXISTING TRUCK ROUTE
DRW
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12/04/25
24000546
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C010OVERALL SITE PLAN
RELOCATE EXISTING
CART CORRAL
EXISTING
CART CORRAL
GAS
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PLANTER
GHSDOLLY
PLANTER
CARTSTORAGE-GRCARTSTORAGE-GR
PIC
K
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4" PVC ROOF DRAIN
SSSSSSSSSSSSSS
SS
SS
6" PVC
CF
CF
CF
CF
CF CF CF CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF CF CF
6X6 CONCRETE
WASH OUT
CONSTRUCTION
EXIT
STAGING AREA
CONSTRUCTION FENCE
ACCESS GATE
ACCESS GATE
INLET PROTECTION
SEDIMENT BAG
INLET PROTECTION
SEDIMENT BAG
INLET PROTECTION
SEDIMENT BAG
INLET PROTECTION
SEDIMENT BAG
SWPPP
INFORMATION
SIGN
CONSTRUCTION FENCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SILT SOCK
SILT SOCK
SILT SOCK
SILT SOCK
SILT SOCK
SILT SOCK
CONSTRUCTION FENCE
TEMPORARY "ROAD
CLOSED" SIGN ON
PORTABLE BASE
INSTALL VERTICAL PANEL
CHANNELING DEVICES NO LESS
THAN 5 FEET O.C. ACROSS
DRIVEWAY AS SHOWN
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
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N O R T H CAROLINA
PR O F E SSION
A
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ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
1"=20'
SWPPP DATA
TOTAL PROPERTY AREA 24.616± AC
DISTURBED AREA 1.000± AC
EROSION CONTROL LEGEND
CFCONSTRUCTION FENCE
OWNER
WAL-MART REAL ESTATE BUSINESS TRUST
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: (479) 488-1151
CONTACT: LAURIE LAMMEY
RECEIVING WATERS
THE ULTIMATE OUTLET FOR THIS SITE IS PAGES CREEK.
0
SCALE: 1"=20'
20'10'
DRW
BL
12/04/25
24000546
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TEMPORARY GRAVEL
CONSTRUCTION EXIT
(DETAIL CEP)
SOIL SERIES
Le LEON SAND, 0-2% SLOPES
Mu MURVILLE FINE SAND, 0-2% SLOPES
Rm RIMINI SAND, 1-6% SLOPES
C100SWPPP PLAN
1
DEVELOPER:
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: 479-871-7573
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
NOTE TO CONTRACTOR
CONTRACTOR SHALL INSTALL SEDIMENT FENCE AND SILT SOCK AT THE PERIMETER OF EACH WORK PHASE PER
THE SWPPP PLAN SHEET.
CONTRACTOR SHALL NOTE ANY AREAS WITHIN THE LOD THAT ARE NOT STABILIZED PRIOR TO THE START OF
CONSTRUCTION AND NOTIFY THE CEC. IF THE CEC IS NOT NOTIFIED OF THESE AREAS, ALL AREAS WITHIN THE
LIMITS OF DISTURBANCE WILL NEED TO BE STABILIZED PER STATE STANDARDS TO FILE THE N.O.T. AT PROJECT
COMPLETION.
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS
OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY
TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR
REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION,
ETC.), CLEARING,GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION.
IMPORTANT:
THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC AND OBTAIN
WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING:
1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF
SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS;
3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP.
THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY
SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE
CEC AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL
MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO
ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.
AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA,
SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE
STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS
RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE
PROJECT.
SWPPP UPDATES AND AMENDMENTS
PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN
THE FIELD, TO BE PROTECTED (SUCH AS NATURAL BUFFERS, TREES, HABITATS OF ENDANGERED/THREATENED
SPECIES, HISTORIC PROPERTIES, ETC).
NOTE TO GENERAL CONTRACTOR
1
REFER TO SHEET C910 LANDSCAPING PLAN FOR FINAL
STABILIZATION PLANS OF ISLANDS
PARKING ISLAND FINAL STABILIZATION
1
PR#
01/21/20261 MB
TEMPORARY INLET
SEDIMENT TRAP
(SEDIMENT BAG)
DISTURBED AREA
TEMPORARY SEEDING
(DETAIL 6.10)
SOIL DELINEATION LINE
SILT SOCK
(DETAIL 6.66)
SOIL TYPE SERIES
LIMITS OF DISTURBANCE LINE
FLOW ARROW PROPOSED 2%
FLOW ARROW EXISTING
MULCHING
(DETAIL 6.14)M
TS
DUST CONTROL
(DETAIL 6.84)DC
CONCRETE WASHOUT
(OUTPAK)
SWPPP INFORMATION SIGN
DEVELOPER
(RESPONSIBLE PARTY FOR TEMPORARY & PERMANENT BMP MEASURES)
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: (479) 871-7573
CONTACT: KATHERINE YARBERRY
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
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N O R T H CAROLINA
PR O F E SSION
A
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ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
GEOTEXTILE BAG
OVERFLOW HOLES
(OPTIONAL)
LOOPS SIZED FOR 1"
REBAR. USE REBAR FOR A
HANDLE TO EMPTY FILTER
SACK AT A SEDIMENT
COLLECTION LOCATION.
LOOPS SIZED FOR 1"
REBAR. LIFT FILTER BAG
FROM INLET USING
REBAR FOR HANDLES.
INLET GRATE
ISOMETRIC VIEW
1/4" BRIGHTLY COLORED
NYLON ROPE EXPANSION
RESTRAINT
N.T.S.
TEMPORARY INLET SEDIMENT TRAP
(SEDIMENT BAG)
MAINTENANCE
·INSPECT, CLEAR , AND/OR REPAIR AT THE END OF EACH
WORKING DAY.
·DO NOT ALLOW SEDIMENT INTO THE STORM DRAIN.
·REMOVE SEDIMENT WHEN IT HAS ACCUMULATED UP TO THE
NYLON ROPE, HALF-WAY POINT OF THE BAG.
·THIS METHOD SHOULD BE USED IN PAVED AREAS ONLY,
HOWEVER PONDING MAY OCCUR.
INSTALLATION
·INSTALL ACCORDING TO APPROVED PLAN, IF SHOWN.
·INSTALL WHERE HEAVY FLOWS ARE NOT EXPECTED AS THIS
DEVICE HAS A TENDANCY TO CAUSE PONDING.
·GOOD FOR INSTALLATION WHERE VEHICULAR TRAFFIC MUST
REMAIN ACTIVE, HOWEVER PONDING MUST BE CONSIDERED.
·INSTALL BY HANGING BAG INTO STORM STRUCTURE.
·ENSURE THE BAG IS SECURELY FASTENED WITH STEEL RODS
FROM SLIPPING INTO THE STORM STRUCTURE.
·NOTE THAT THIS TYPE OF SEDIMENT TRAP BECOMES
EXTREMELY HEAVY AND DIFFICULT TO REMOVE AS IT FILLS
WITH SEDIMENT.
·FREQUENT MAINTENANCE IS REQUIRED FOR THIS SYSTEM TO
FUNCTION PROPERLY.
·DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE
TRAFFIC HAZARD.
2"X2"X3/4" RUBBER
BLOCK (TYP)
1/4" BRIGHTLY COLORED
NYLON ROPE EXPANSION
RESTRAINT
SECTION VIEW
SECURE LIFTING LOOPS TO OR
UNDER SURROUNDING
SURFACE.
FINISH
GRADE
N.T.S.
TEMPORARY INLET SEDIMENT TRAP
(SEDIMENT BAG)
CONSTRUCTION EXIT
CEP
ASPHALT TRANSITION RAMP: STRUCTURE
COURSE ASPHALT SHALL BE USED TO BUILD
UP RAMP TO BE FLUSH WITH 2" - 3" CLEAN
STONE (TYP.)
B B
A
A
LAST REVISED:
APRIL 30, 2011
WAL-MART
STANDARD
DETAIL N.T.S.
12
'
(
T
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P
.
)
10
'
(
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)
12
'
(
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P
.
)
20' (TYP.)
(2) LOW PROFILE BARRIER
(TYP.)
10" MIN. DEPTH 2" - 3" CLEAN
STONE
DRAIN SLOT 2'-7" WIDE AT
BOTTOM OF BARRIER (TYP.)
PLAN VIEW
SECTION A-A
SECTION B-B
ASPHALT TRANSITION RAMP: STRUCTURE
COURSE ASPHALT SHALL BE USED TO BUILD
UP RAMP TO BE FLUSH WITH 2" - 3" CLEAN
STONE (TYP.)
EXISTING PAVEMENT
(2) LOW PROFILE BARRIER
(FDOT INDEX 412) (TYP.)
10" MIN. DEPTH 2" - 3" CLEAN
STONE20' (TYP.)
24'10' (TYP.)
FLOW
EXISTING PAVEMENT
NOTES:
1.ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S).
BARRICADE TO PREVENT USE OF ANY LOCATIONS OTHER THAN THE
CONSTRUCTION EXIT(S) WHERE VEHICLES OR EQUIPMENT MAY
ACCESS THE SITE.
2.CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING,
JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE
CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM
SHORT CIRCUITING/BYPASSING THE EXIT.
3.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL
CONSTRUCTION EXIT(S) IS NOT SUFFICIENT TO PREVENT TRACKING
OF DIRT, DUST OR MUD, THEN TIRES MUST BE WASHED BEFORE THE
VEHICLES ENTER A PUBLIC ROAD. ALL WASH WATER MUST BE
ROUTED TO A SEDIMENT TRAP OR OTHER TREATMENT AREA AND
SHALL NOT BE DIRECTLY DISCHARGED OFF-SITE.
4.LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE
INSPECTED FOR EVIDENCE OF SEDIMENT TRACKING BEYOND THE
PERMITTED PROJECT AREA. ALL MATERIALS SPILLED, DROPPED,
WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO
STORM DRAINS MUST BE REMOVED IMMEDIATELY.
6.ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS
NECESSARY (AND WITHIN THE SAME DAY AS DISCOVERY) AND
DISPOSED OF IN AN APPROPRIATE MANNER. SEDIMENT SHALL NOT
BE WASHED INTO STORM SEWER SYSTEMS.
7.EXIT(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOW OF MUD BEYOND THE EXIT(S). THIS
MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION
EXIT(S) AS CONDITIONS DEMAND.
8.CONTRACTOR SHALL BE PERMITTED TO TURN THE STONE WHEN THE
SURFACE BECOMES SMOOTH AND SURFACE VOIDS ARE FILLED TO
MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT UNTIL SUCH TIME
THAT VOIDS BELOW THE SURFACE BECOME FILLED AND THE
CONSTRUCTION EXIT IS NO LONGER EFFECTIVE. AT SUCH A TIME THE
CONTRACTOR SHALL REMOVE THE INEFFECTIVE STONE AND REPLACE
PER DETAIL.
9.IF CONSTRUCTION EXIT IS STILL INEFFECTIVE, GENERAL CONTRACTOR
(GC) MUST CONTACT THE CIVIL ENGINEER AND SUBMIT AN RFI
(REQUEST FOR INFORMATION) AS NECESSARY.
NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH
AREAS IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH
DESIGNATED OR CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE.
WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND
MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT
SHOULD TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH),
CONSIDERATION OF ALTERNATE EXITS, OR DISCONTINUING VEHICLE TRAFFIC UNTIL
CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT RELEASE. ALL
SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE CRITICAL
INCIDENT REPORT.
CONSTRUCTION FENCE
OR EQUIVALENT
TOP VIEW
WRAP EVERY OTHER DIAMOND
TOP AND BOTTOM
TUBE 1-3/8" X16 GA X 141-3/4"
WRAP EACH DIAMOND ON
SIDES
TUBE 1-3/8" X16 GA X 141-3/4"
NOTCHED AND WELDED WIRE TIESNOTCHED AND WELDED
72"72"
144"
18
"
18
"
67
-
34"
72
"
70
"
1"
1"
14134"
TEMPORARY FENCE
SCALE: NTS1
FOOTINGS
SCALE: NTS2
FRONT VIEW
9 1316
"
1 18 "
ø20 mm
SOLID ROD
ø33.4 mm
HOLLOW ROD
30
38 "
15
316
"
15
316
"
1"
1"
18 14"
TUBE 1-3/8" X16 GA X 141-3/4"
TUBE 1-3/8" X16 GA X 72
TUBE 1-3/8" X16 GA X 67-3/4"
2
2
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QTYMATERIALS
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C110SWPPP DETAILS 1
6.66
SPECIFICATIONS
Boise, Idaho
208-890-0383
outpak.com
CORRUGATED CONCRETE
WASHOUT
NOTES:
1.THE WASHOUT SHALL BE INSTALLED PRIOR TO USING MATERIALS THAT REQUIRE WASHOUT ON THIS
PROJECT.
2.AS NECESSARY, SIGNS SHALL BE PLACED THROUGHOUT THE SITE TO INDICATE THE LOCATION OF THE
WASHOUT.
3.THE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO MAINTAIN CAPACITY FOR LIQUID WASTE.
4.WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE
FACILITY.
5.DO NOT WASHOUT INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS.
6.AVOID DUMPING EXCESS CONCRETE IN NON-DESIGNATED DUMPING AREAS.
7.LOCATE WASHOUT AT LEAST 50' (15 METERS) FROM STORM DRAIN, OPEN DITCHES, OR WATER BODIES.
8.THE WASHOUT SHALL BE USED ONLY FOR NON-HAZARDOUS WASTES.
OPTIONAL TAB TO
SECURE WASHOUT
TO GROUND
TREATED WATER RESISTANT
CORRUGATED BOARD
6 MIL POLY LINER
SS SWPPP INFORMATION SIGN
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP
DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE.
4' (MINIMUM)
4'
(
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3'
(
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SIGN TO BE CONSTRUCTED OF A
RIGID MATERIAL, SUCH AS PLYWOOD
OR OUTDOOR SIGN BOARD. SIGN
MUST BE CONSTRUCTED IN A
MANNER TO PROTECT DOCUMENTS
FROM DAMAGE DUE TO WEATHER
(WIND, SUN, MOISTURE, ETC.).
"SWPPP INFORMATION" MUST BE
DISPLAYED PROMINENTLY ACROSS
THE TOP OF THE SIGN, AS SHOWN IN
THE DETAIL.
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
N.T.S.
3'
(
M
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)
NOTES:
1.THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF
THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO
CAUSE A TRAFFIC SAFETY HAZARD.
2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION
AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT.
3.ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE
WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY.
4.CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS
REQUIRED BY THE GOVERNING AGENCIES.
5.SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED AUTHORIZATIONS OR RESPONSES
SHALL BE POSTED ON THE SWPPP SIGN.
6.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY.
7.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN.
PR#
01/21/20261 MB
1 DEVELOPER:
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: 479-871-7573
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
BYREVISIONS
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C120SWPPP DETAILS 2
METHOD AND MATERIALS
TEMPORARY METHODS
·MULCHES - COVER DISTURBED AREA WITH MULCHING ONLY.
·SYNTHETIC RESINS - USED TO BIND MULCH MATERIAL, SUCH AS ASPHALT EMULSIONS.
·TACKIFIERS AND BINDERS - RESINS SUCH AS CURASOL OR TERRATACK SHOULD BE USED ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
·VEGETATIVE COVER - COVER DISTURBED AREA WITH TEMPORARY SEEDING.
·SPRAY-ON ADHESIVES - USED ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. APPLY PER RATE
REQUIREMENTS.
·TILLAGE - THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE SURFACE. IT IS AN EMERGENCY MEASURE WHICH SHOULD BE
USED BEFORE WIND EROSION STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART,
SPRING-TOOTHED HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
·IRRIGATION - THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT. SITE IS SPRINKLED WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS
NEEDED.
·BARRIERS - SOLID BOARD FENCES, SNOWFENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO
CONTROL AIR CURRENTS AND SOIL BLOWING. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING CURRENTS AT INTERVALS OF ABOUT 15 TIMES
THEIR HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION.
·CALCIUM CHLORIDE - APPLY AT RATE THAT WILL KEEP SURFACE MOIST. MAY NEED RETREATMENT.
PERMANENT METHODS
·PERMANENT VEGETATION - COVER DISTURBED AREA WITH PERMANENT VEGETATION. EXISTING TREES AND LARGE SHRUBS MAY AFFORD
VALUABLE PROTECTION IF LEFT IN PLACE.
·TOPSOILING - THIS ENTAILS COVERING THE SURFACE WITH LESS EROSIVE SOIL MATERIAL.
·STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL, SUCH AS A CONSTRUCTION ROAD.
MAINTENANCE
·PROHIBIT TRAFFIC ON SURFACE AFTER SPRAYING.
·SUPPLEMENT SURFACE COVERING AS NEEDED.
·RE-APPLY AS NEEDED.
INSTALLATION
·APPLY AS NEEDED ON ALL SITES.
·PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM
EXPOSED SOIL SURFACES.
·REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH
MAY BE HARMFUL OR INJURIOUS TO HUMAN HEALTH,
WELFARE, OR SAFETY, OR TO ANIMALS OR PLANT LIFE.
·APPLY TEMPORARY OR PERMANENT CONTROL MEASURES AS
NEEDED.
SPRAY-ON ADHESIVE APPLICATION
ADHESIVE WATER NOZZLE APPLICATION
DILUTION TYPE (GAL./ACRE)
ANIONIC
ASPHALT 7:1 COARSE 1,200
EMULSION SPRAY
LATEX 12.5:1 FINE 235
EMULSION SPRAY
RESIN-IN-
WATER 4:1 FINE 300
EMULSION SPRAY
DUST CONTROL ON
DISTURBED AREAS DC
LAST REVISED:
APRIL 30, 2011
WAL-MART
STANDARD
DETAIL
OFF-SITE DRAINAGE AREA
NONE
*OFF-SITE RUN-ON IS NOT EXPECTED ON THIS PROJECT
N/A
AVERAGE
SLOPE
MAXIMUM
SLOPE
COVER TYPEAREA
(ACRES)
N/A N/A
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
OFF-SITE RUN-ON SUMMARY
N/A
FLOW
(CFS)
PRE-CONSTRUCTION RUNOFF COEFFICIENT [OR SCS TR-55 CURVE NUMBER]:
POST-CONSTRUCTION RUNOFF COEFFICIENT [OR SCS TR-55 CURVE NUMBER]:
RUNOFF COEFFICIENT SUMMARY
C= 0.95
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
C=0.95
LOWEST ELEVATION OF PROJECT SITE:
SITE TOPOGRAPHY SUMMARY
HIGHEST ELEVATION OF PROJECT SITE:
PERCENT SLOPE VARIATION:
TOPOGRAPHY CHANGES:
VEGETATION:
45.60
3.3%
SCOPE OF WORK WILL REQUIRE THE REMOVAL OF TWO EXISTING TREES
AND GRASSED AREA. TWO NEW LANDSCAPE AREAS ARE TO BE INSTALLED
WITH ADDITIONAL TREES.
48.10
LOD IS IN PHARMACY DRIVE-THRU LANE & LANDSCAPE ISLAND ADJACENT
TO THE EXISTING WALMART BUILDING. TOPOGRAPHY CHANGES WILL
INCLUDE MINIMAL REGRADING FOR BUILDING EXPANSION.
2.0%AVERAGE SLOPE:
SITE RAINFALL SUMMARY
DECMAYFEBJANMARAPRSEP JULJUN AUG OCT NOV
4 3 4 3 5 6 7 8 9 5 4 4
AVGERAGE
RAINFALL
IN INCHES
THE TOTAL AVERAGE ANNUAL RAINFALL FOR THE PROJECT AREA IS: 5 INCHES
THE DESIGN RAIN EVENT FOR THE PROJECT IS:100-YR STORM
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
1
2
3
4
5
WALMART PROPERTY AREA
PERMITTED AREA WITHIN WALMART PROPERTY
PERMITTED AREA OUTSIDE OF WALMART PROPERTY
TOTAL PERMITTED PROJECT AREA (MUST MATCH NOI)
IMPERVIOUS AREA BEFORE PROJECT 14.363±
1.000±
0.000
1.000±
24.616±
ACREAGE SUMMARY
(IN ACRES)
7 PERVIOUS AREA AT COMPLETION 10.186±
14.430±6 IMPERVIOUS AREA AT COMPLETION
TEMPORARY CONTROL MEASURES
SITE CONSTRUCTION
STORM FACILITIES
STRIP & STOCKPILE TOPSOIL
FOUNDATION / BUILDING CONSTRUCTION
TEMPORARY CONSTRUCTION EXITS
SEDIMENT CONTROL BASIN(S)/TRAP(S)
FINISH GRADING
LANDSCAPING/SEED/FINAL STABILIZATION
PERMANENT CONTROL STRUCTURES
ROUGH GRADING
DEC
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE
SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
MAYFEBJANMARAPR SEP JULJUN AUG OCT NOV FEBJAN MAR MAYAPR JUNCONSTRUCTION SEQUENCE
1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION.
2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE.
DECSEP JUL AUG OCT NOV
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
ADDRESS:
SITE LOCATION SUMMARY
CENTER OF SITE:
LATITUDE:
LONGITUDE:
ADJACENT SURROUNDING PROPERTIES:
8035 MARKET STREET
WILMINGTON, NC 28411
34°17'44.45" N
34.295681
ADJACENT TO THE SITE IS RESIDENTIAL SINGLE USE HOMES TO THE
NORTHWEST AND WEST. TO THE NORTH IS RESIDENTIAL APARTMENTS.
TO THE SOUTH AND EAST IS COMMERCIAL RETAIL USE.
77°47'55.30" W
77.798694
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
SOIL TYPE AND TEXTURE:
SITE SOILS SUMMARY
AVERAGE DEPTH OF TOPSOIL:
AVERAGE DEPTH TO GROUNDWATER:
THE PROPOSED CONSTRUCTION AREA CONSISTS MOSTLY OF LOOSE TO
MEDIUM DENSE CLAYEY SAND (SC) & LOOSE TO MEDIUM DENSE POORLY
GRADED SAND (SP). SOURCE: GEOTECHNICAL REPORT, BY INTERTEK - PSI,
DATED 10/29/2025.
AVERAGE DEPTH OF GROUND WATER IN PROPOSED CONSTRUCTION
AREA IS 8.5 FEET DURING DRILLING. PER GEOTECHNICAL REPORT, BY
INTERTEK - PSI, DATED 10/29/2025.
BORINGS TOOK PLACE IN EXISTING PARKING LOT PAVEMENT. LANDSCAPE
AREAS ESTIMATED TO HAVE 2 TO 4 INCHES OF TOPSOIL.
NOTE: THE ABOVE SOILS INFORMATION IS FOR INFORMATION ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES, CONSTRUCTION COSTS
OR ESTIMATING.
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
DEVELOPER:
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: 479-871-7573
PR#
01/21/20261 MB
1
BYREVISIONS
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PR O F E SSION
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ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
BL
12/04/25
24000546
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C130PERFORMANCE STANDARDS
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
DEVELOPER:
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: 479-871-7573
NOTES:
1.IMPORTANT: GC SHALL NOT APPLY FLOCCULANTS WITHOUT PREVIOUS REVIEW AND WRITTEN CONFIRMATION BY CEC. FLOCCULANTS
MUST BE USED ONLY IN LOCATIONS SHOWN ON THE SWPPP MAPS, AT RATES AND METHODS SPECIFIED AND AS APPROVED BY CEC. CEC
SHALL CONFIRM WHETHER TO FOLLOW MANUFACTURER DIRECTION, OR MODIFY MANUFACTURER'S DIRECTION.
2.FLOCCULANTS SHALL BE USED AS FAR UPSTREAM OF BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS AS POSSIBLE. THE
EFFECTIVENESS OF FLOCCULANTS DEPENDS ON THE TRAVEL TIME AND AGITATION OF THE WATER, FOR PROPER MIXING.
3.ALL SEDIMENTATION/SETTLING MUST OCCUR WITHIN THE LOD. THAT IS, VELOCITY OF FLOW IN WATER CONTAINMENT SHOULD BE NEAR
ZERO, AND THE TIME OF RESIDENCE AS LONG AS POSSIBLE.
4.FLOC BLOCKS, FLOCCULANT-IMPREGNATED WATTLES, AND ANY OTHER CONTROL MEASURES WHICH SUPPLY FLOCCULANTS MUST BE
REGULARLY INSPECTED AND MAINTAINED, AS ARE ALL OTHER CONTROL MEASURES.
5.STANDARD EROSION AND SEDIMENT CONTROLS ARE REQUIRED BOTH PRIOR TO AND AFTER CHEMICAL TREATMENT IN ACCORDANCE
WITH THE SWPPP PLANS.
CHEMICALLY-ENHANCED SETTLEING
CES
LAST REVISED:
JUNE 2012
WAL-MART
STANDARD
DETAIL
PASSIVE TREATMENT SYSTEMS
NOTES:
1.VERIFY WITH CEC WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER
DISCHARGES UNDER THE GENERAL PERMIT AND OTHER REGULATIONS. OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS
REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS TABLE BELOW. GC
MUST COMPLETE COLUMNS 3 AND 4.
2.GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMING
DEWATERING ACTIVITIES.
3.DISCHARGES FROM DEWATERING OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTION PREVENTION/TREATMENT
SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG, SEDIMENT TRAP OR SEDIMENT BASIN, AND OTHERS, AS NEEDED,
PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER BODY OF THE STATE. UNDER NO CIRCUMSTANCES ARE DISCHARGES
FROM DEWATERING OPERATIONS TO BE DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR OTHER
AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE, DISCHARGES INTO STORM SEWER SYSTEMS THAT DO NOT DRAIN TO A
SUITABLE ON-SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGES FROM DEWATERING OPERATIONS MUST
ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THE DISCHARGE RUNOFF.
4.IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST ONLY BE REMOVED FROM THE SURFACE OF THE
CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO ONLY REMOVE THE WATER AT THE SURFACE.
5.DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER BODY.
6.DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL BE EVALUATED ON
CASE BY CASE BASIS. CONTACT THE CEC AND RECEIVE WRITTEN APPROVAL.
DW
WAL-MART
STANDARD
DETAIL
DEWATERING
GOVERNING AGENCY PERMIT NAME/TYPE PERMIT NO.
(GC TO COMPLETE)
DATE PERMIT WAS
ISSUED BY AGENCY
(GC TO COMPLETE)
REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS
1 2 3 4
LAST REVISED:
JUNE 2012
NOTES:
1.ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS INFEASIBLE OR UNREASONABLE
TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF SPACE IS NOT AVAILABLE ON-SITE FOR TOPSOIL STOCKPILING OR
IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER POST-CONSTRUCTION CONDITIONS. STOCKPILING OF TOPSOIL AT AN OFF-SITE
LOCATION OR TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE AUTHORIZED BY THE CEC).
2.ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE STOCKPILE MUST BE
PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR STABILIZATION DETAIL. SUITABLE ALTERNATIVE
MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY ANCHORED PLASTIC TARPS.
3.PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH STORMWATER,
INCLUDING RUN-ON.
4.STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR AS PRACTICABLE FROM
STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
5.STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS.
SPWAL-MART
STANDARD
DETAIL
STOCKPILESLAST REVISED:
JUNE 2012
NOTES:
1.LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP AND CARRIED
BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING
PRODUCTS TO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE, AND FROM EXITING THE SITE PERIMETER.
2.WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST GENERATED
ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT DUST. MANUFACTURER RECOMMENDATIONS FOR
APPLICATION LOCATIONS AND RATES MUST BE USED FOR DUST CONTROL APPLICATIONS. ONLY SWPPP-SPECIFIED TACKIFIERS MAY BE
USED ON THE PROJECT SITE; ANY CHEMICAL APPLICATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED, IN WRITING, BY THE CEC.
3.DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE FEDERAL, LOCAL AND STATE
DUST CONTROL REGULATIONS.
4.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
5.IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR
OTHER PARTICLES FROM OCCURRING.
DCWAL-MART
STANDARD
DETAIL
DUST CONTROLLAST REVISED:
JUNE 2012
NOTES:
1.USING WATER FROM BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION MINIMIZES DISCHARGES FROM
THE SITE, AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS DUST CONTROL, VEGETATIVE ESTABLISHMENT,
ETC.
2.CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON-SITE FOR CONSTRUCTION PURPOSES DOES NOT
DISCHARGE OFF-SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING PROCEDURES STATED IN THE DEWATERING DETAIL
MUST BE FOLLOWED.
3.GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN IMPOUNDMENTS AND TO FOSTER
VEGETATION GROWTH.
WAL-MART
STANDARD
DETAIL
LAST REVISED:
JUNE 2012
SKIMMERSK
NOTES:
1.SKIMMER OR DEWATERING BMP MUST DRAW WATER FROM THE TOP OF THE WATER COLUMN (I.E., WATER SURFACE) PER US EPA
CGP.
2.DO NOT USE RISERS WITH PERFORATED PIPE OR ANY OTHER SYSTEM/BMP THAT DRAWS WATER FROM BELOW THE WATER SURFACE.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
INLET PROTECTIONIP
NOTES:
1.STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN INLETS.
2.TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED.
3.TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY.
4.CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT.
5.CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION AT ALL TIMES.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
NOTES:
1.THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE FUEL TANKS FOR
CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TANKS, SINGLE AND DOUBLE WALLED,
SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROM PRIMARY
CONTAINMENT). TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE
REGULATIONS. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY, AND
COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL STORED AND CAPABLE OF
CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER THAN THE MAXIMUM ANTICIPATED TIME
SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THE
PRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110% OF THE
AGGREGATE, WHICHEVER IS LARGER.
2.THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT.
FUEL STORAGE AREAS SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS FOR SIGNAGE, FIRE EXTINGUISHERS,
ETC. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING
CONDITION AT ALL TIMES. TANKS SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND SURFACE WATER DRAINAGE
FEATURES. THE LOCATION OF FUEL TANKS SHALL BE SHOWN ON THE SITE MAPS.
3.A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND OIL STORAGE
CAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1,320 GALLONS OR AS SPECIFIED BY STATE.
4.CONTAINERS WITH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE
CAPACITY. THE GC SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL
POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112, (40 CFR 112).
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
NOTES:
1.THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING, MAINTENANCE, AND REPAIR. THE GC AND
SUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING, MAINTENANCE, AND REPAIR AREAS SHALL BE PROTECTED
BY A TEMPORARY PERIMETER BERM, SHALL NOT OCCUR WITHIN 150 FEET OF ANY WATERWAY, WATER BODY OR WETLAND, AND
SHALL OCCUR IN AREAS LOCATED AS FAR AS PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR VEHICLE
MAINTENANCE ACTIVITIES AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE WITH THE HAZARDOUS MATERIAL
MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET.
2.USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES, BUILDINGS, PAVEMENT
SURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
TEMPORARY PARKINGTP
NOTES:
1.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS
MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
NOTES:
1.THE GC SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL, ALL MASONRY TOOLS,
MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS, MIX, AND EQUIPMENT SHALL BE LOCATED
WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OF
EACH WORK DAY; SUCH MATERIALS SHALL REMAIN STORED IN CONTAINERS WHEN NOT IN USE.
2.RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE, OR OTHER MEANS OF CONTAINMENT SHALL BE PROVIDED
TO PREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA. COVERED RECEPTACLES FOR DEBRIS AND
TRASH DISPOSAL SHALL ALSO BE PROVIDED.
3.THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE EQUIPMENT (PPE),
FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR MASONS' AREA TO PREVENT AIRBORNE
TRANSPORT OF CEMENT DUST AND OTHER PARTICULATES DUE TO HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OF
THE MASONS' AREA SHALL BE SHOWN ON THE SITE MAPS.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
NOTES:
1.MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER. INSPECTIONS SHALL
EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR
THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE
MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE
CONSTRUCTED, IF NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE AND LOCAL
REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS.
2.CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT
DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS OR INSIDE OF STORAGE FACILITIES. RUNOFF
CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID
WASTE AND CHEMICAL DISPOSAL FACILITY.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
NOTES:
1.PROVIDE WASH STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS.
2.COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY.
3.PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH STATION WHEN
NEEDED.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
NOTES:
1.ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM
REGULATIONS. PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET FROM INLETS, CHANNELS, SWALES, OR PERMITTED LIMITS OF
DISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET FROM WATERS OF THE STATE, OR WATERS OF THE U.S.. PORTABLE TOILETS
MUST BE SECURELY ANCHORED AND/OR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL
BE RESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF SANITARY FACILITIES SHALL BE SHOWN ON
THE SITE MAPS.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
FUEL AND PETROLEUM
FPSU
STORAGE AND USE
EQUIPMENT AND VEHICLE
EMA
CLEANING AND MAINTENANCE AREAS
MASONS' AREAMA
CW
CEMENT AND CONCRETE WASHOUT
MATERIAL LAYDOWN
AND STORAGE AREA
PSW
PAINT AND STUCCO WASHOUT
SANITARY FACILITIESSAF
NOTES:
1.SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY ANY MEANS
NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES
SHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH
THE REGULATIONS.
2.NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL
SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND
PLACED IN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED
CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER
DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND
EMPTIED WHEN THOSE BECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE
CONTAINERS SHALL BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT
CANNOT BE STORED IN A CONTAINER MUST BE STORED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES
SHALL BE SHOWN ON THE SITE MAPS.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
SWD
SOLID WASTE DISPOSAL
NOTES:
1.THIS SECTION INCLUDES THE CONTROLS OF POLLUTANTS OTHER THAN SEDIMENT AND ADDITIONAL REQUIREMENTS OF THE
GENERAL PERMIT.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
OPC
OTHER POLLUTANT CONTROLS
NOTES:
1.CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS WASTES.
2.HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED ACCESS.
3.HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
4.HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS.
HWD
HAZARDOUS WASTE DISPOSAL
NOTES:
1.CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY-MIX TRUCKS, MASONRY OPERATIONS, AND
SIMILAR WASTE.
2.THE CONTRACTOR SHALL VERIFY WITH THE GOVERNING JURISDICTION ON EROSION CONTROL FOR THE PROJECT IF THE USE OF
CONCRETE WASH OUTS ARE ALLOWED BEFORE THE START OF CONSTRUCTION.
3.DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS IS ALLOWED AT THE
CONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT CONTAINERS ARE
ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND MUST BE
LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND
IMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELY MANAGE
BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX. CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OR EXCHANGED
WHEN THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL OVERFLOW IN A STORM EVENT.
4.ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP RAP AND/OR OTHER USEFUL CONCRETE PRODUCTS.
PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL
REGULATIONS. THE GC IS RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL
REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE SHOWN ON THE SITE MAPS.
LAST REVISED:
JUNE 2013
WAL-MART
STANDARD
DETAIL
MLSA
ID
IRRIGATION OR DISPERSION
PR#
01/21/20261 MB
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12/04/2025
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24000546
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C140SWPPP NOTES
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
DEVELOPER:
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: 479-871-7573
I UNDERSTAND MY RESPONSIBILITY OUTLINED UNDER THESE GUIDELINES. FAILURE TO COMPLY
WITH THESE GUIDELINES MAY RESULT IN ENFORCEMENT ACTION AGAINST THE LAND OWNER
SUPERINTENDENT:
SITE OPERATOR/GENERAL CONTRACTOR:
A. PROJECT OFFICE WALL SWPPP POSTINGS:
THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THE PROJECT
OFFICE:
1) SWPPP SITE MAPS (ALL PHASES);
2) SWPPP DETAIL SHEETS;
3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY;
4) REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS;
5) SITE SWPPP BINDER;
6) SWCT PLACARD;
7)CURRENT OWNER STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S);
8)CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR
AUTHORITY HAVING JURISDICTION.
B. PERMITTED PROJECT AREA:
FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED AS ANY AND
ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE
OF COVERAGE TO THE AGENCY. ALL GROUND-DISTURBING AND CONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE,
DUMPSTERS, PARKING AREAS, PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA
LIMITS OF DISTURBANCE. ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A
SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH APPENDIX
E - TAB 21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE
AREAS FOR THE PROJECT WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS
FOR OFFICE TRAILERS OR NON-ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE
CONSTRUCTION MANAGER, THE CEC AND THE WAL-MART SWCT PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE
BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE CEC.
C. SPECIAL PROJECT AREAS:
THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND
MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT.
D.1 NON-STORMWATER DISCHARGES:
THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST
NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT
OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDED IN PART 1.3.D OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) GENERAL PERMIT. BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT
ALLOWABLE DISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF
POLLUTANT
DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT.
NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER. ALL
NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR
CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL
APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN
APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT
INFILTRATES OR EVAPORATES. WHEN NON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH
THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING DISCHARGE.
D.2 POWER WASHING:
PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS, MUST BE COLLECTED
FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF-SITE.
D.3 DISCHARGE POINTS:
ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE
EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT
ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT DISCHARGE (SEE APPENDIX E -TAB
14, SEDIMENT RELEASES, OF THE 02370 SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO
PREVENT FUTURE OCCURRENCE. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF
DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF EFFLUENT PLAN (IF
APPLICABLE).
GENERAL NOTES:
A.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER
POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS
DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION,
NOT INCLUDING RFI'S AND SCD'S.
B.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL
REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL
CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.
C.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY
IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
D.CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION
SEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY
SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.
E.ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY
UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL
GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR
BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 7 DAYS.
F.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE
PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR
VEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY
OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN.
G.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF
VELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PER
REQUIREMENTS IN THESE E&S CONTROL NOTES.
H.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO
PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE.
I.ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE
MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF
WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE
PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS.
J.STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE
STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT DOCUMENTS. THE
SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M) MANUAL IS INCLUDED
IN THE CONTRACT DOCUMENTS.
K.ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF
ACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL.
EROSION CONTROL NOTES:
ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE
SHALL BE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS
USED ON THIS CONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF
FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED
AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR
1926.152. ONLY APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND
HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL
APPLICABLE MATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC
MEANS OR APPARATUS.
IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND
REMOVE THE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE
REQUIRED TIME FRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR
DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.
ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE
DISPOSED OF BY THE CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL
REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS.
THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF
PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES,
WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THE GC SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE
CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE
AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL
CRITICAL INCIDENT REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITE BINDER.
ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES
AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO
THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802) AND SOUTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL SERVICES (888-481-0125).
THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS:
THERE ARE NO THRESHOLD REPORTABLE QUANTITIES. ALL RELEASES ARE INCLUDED REGARDLESS OF
AMOUNT.
https://scdhec.gov/report-it/reporting-chemical-spills-pollution
TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN
CONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED:
1.ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS,
FERTILIZERS, SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT
SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC.,
SHALL BE STORED IN A SECURE LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED
CONTAINERS WHEN NOT IN USE.
2.THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND
SCHEDULED FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL.
3.A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS
KITTY LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS,
GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE
CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN
ON SITE MAPS.
a.THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND
APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF
EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE
SITE AT ANY GIVEN TIME.
b.CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION.
4.ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL
PRODUCT LABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE
ELEMENTS AND INCIDENTAL DAMAGE.
5.ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL.
6.THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS
ON THE PRODUCT LABEL AND REGULATI
HAZARDOUS MATERIAL MANAGEMENT + SPILL REPORTING:
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DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
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,
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WA
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T
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N O R T H CAROLINA
PR O F E SSION
A
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ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
BL
12/04/25
24000546
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C145
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
IMPLEMENTATION SEQUENCE AND LIMITS OF WORK
NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE
WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE
SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS
WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.
NOTE:DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDER OR
SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED.
PHASE 1
1.INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS
TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.
2.STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE CONSPICUOUSLY, AND PROMINENTLY, MARKED TO
DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.
3.INSTALL PERIMETER SEDIMENT CONTROL BMPS IN THE VICINITY OF, AND DOWN GRADIENT FROM, THE LOCATION OF THE PLANNED
CONSTRUCTION EXIT, CONSTRUCTION OFFICE TRAILER, AND TEMPORARY PARKING AND STORAGE AREAS. CLEAR ONLY THE MINIMUM AREA
ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS.
4.INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMPS, AS SHOWN ON THE SITE MAPS. CLEAR ONLY THE MINIMUM AREA NECESSARY TO
INSTALL PERIMETER CONTROL BMPS. CONTRACTOR SHALL INSTALL SEDIMENT FENCE AND SILT SOCK AT THE PERIMETER PER THE SWPPP PLAN
SHEET C100.
5.PREPARE TEMPORARY PARKING AND STORAGE AREA.
6.HALT ALL ACTIVITIES
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER
PRE-CONSTRUCTION MEETING. (THIS MAY SHOULD BE SCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE
ITEMS WILL BE COMPLETED.)
ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORM AND RESOLVED
WITHIN 24-HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVED WITHIN 24-HOURS OF THE BMP
CERTIFICATION BY THE CEC.
IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF BMPS MUST BE RESCHEDULED.
THE STORMWATER PRE-CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED.
GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE-CONSTRUCTION MEETING WITH THE CEC, OWNER'S CONSTRUCTION
MANAGER, AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION.
DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE NEXT BUSINESS
DAY AFTER THE SITE BMPS & PRECONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTIFIED BY THE CEC.
SWPPP IMPLEMENTATION SEQUENCE
1.CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TO REDUCE EROSION AND RETAIN
SEDIMENT AND OTHER POLLUTANTS IN THE SOIL AT THE CONSTRUCTION SITE.
2.CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS EXPOSED.
3.CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY MINIMIZING THE EXTENT OF GRADING AND
CLEARING TO EFFECTIVELY REDUCE SEDIMENT YIELD.
NOTE TO GC: OWNER HAS AUTHORITY AT ANY TIME TO LIMIT SURFACE AREA OF ERODIBLE EARTH
MATERIAL EXPOSED CLEARING AND GRUBBING, EXCAVATION, BORROW AND EMBANKMENT
OPERATIONS AND TO DIRECT THE GC TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY
POLLUTION CONTROL MEASURES.
MINIMIZATION OF DISTURBED AREAS:
PHASE 2
1.BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE (PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME)
2.BEGIN GRADING THE SITE.
3.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
4.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING
MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 14 DAYS OR MORE.
5.IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
6.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
7.INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED.
8.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
9.PREPARE SITE FOR PAVING.
10.PAVE SITE.
11.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.
12.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, INCLUDING OUT LOTS AND PONDS.
13.OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM) THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED,
THEN:
A.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS),
B.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND
C.ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE-NOT SITE INSPECTION AND REPORT (ONLY CM MAY DO THIS).
14.CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED "READY TO TERMINATE PERMIT", IS SIGNED BY THE CONSTUCTION MANAGER AND SUBMITTED VIA THE ONLINE
SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER.
NOTE:THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES
HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FOR CLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE
ABOVE SWPPP IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THE SOIL EROSION/SEDIMENATION
CONTROL OPERATION TIME SCHEDULE ON SHEET C125.
LEGEND
LIMITS OF WORK
LIMITS OF DISTURBANCE
0
BAR SCALE
100'50'100'
1" = 100'
0
BAR SCALE
100'50'100'
1" = 100'
DEVELOPER:
WALMART INC.
814 RESPECT DR.
BENTONVILLE, AR 72716
PHONE: 479-871-7573
PR#
01/21/20261 MB
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1
1
8
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
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T
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C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
1"=20'
DEMOLITION KEYNOTES
0
SCALE: 1"=20'
20'10'
DEMOLITION LEGEND
ASPHALT TO BE SAW CUT AND REMOVED.
CONCRETE TO BE SAW CUT AND REMOVED.
1.ATWELL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED
WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA
REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY.
2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE, AND LOCAL REGULATIONS. ANY DISCREPANCIES OR
DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO ATWELL, LLC IN WRITING FOR RESOLUTION
PRIOR TO INITIATION OF SITE ACTIVITY.
3.THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND
UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING.
4.THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL UTILITIES AND PIPING
WHICH MIGHT INTERFERE WITH DEMOLITION. ANY DAMAGES TO UTILITIES SHALL BE REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
5.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITIES BEFORE CONSTRUCTION AND
VERIFYING LOCATION OF ALL UTILITIES SHOWN OR NOT SHOW.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE RELOCATION OF ALL
UTILITIES ALONG THE RIGHT OF WAY AND ON THE SITE ASSOCIATED WITH THE CONSTRUCTION OF THIS
PROJECT, SUCH AS, BUT NOT LIMITED TO SIGNAL POLES, SIGNAL CONTROLS, DRAINAGE STRUCTURES,
TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC.
7.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE
WITH STATE AND LOCAL REGULATIONS
8.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO:
A. REMOVAL OF ALL DEBRIS NOT ACCEPTABLE TO THE OWNER AND ENGINEER.
B. ENSURING THAT COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND
AVAILABLE FOR REVIEW.
C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE
DISTURBANCE.
D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC,
SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC, WITHIN THE LIMITS OF
DISTURBANCE.
E. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED
DURING ALL DEMOLITION ACTIVITIES.
F. FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BE RESPONSIBLE FOR
ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR
SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE
BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY
REQUIREMENTS.
G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON
WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.
H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF
ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE
WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL
CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK
INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS
THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT.
9.THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT
MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS
THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS
OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE
NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION.
10.IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,
DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN
THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR
GEOTECHNICAL ENGINEER.
11.EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND
APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL
MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE
PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL
INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL
LOCAL STRUCTURES.
12.THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN
CONFORMANCE WITH: "THE MANUAL ON UNIFORM TRAFFIC CONTROL", AS WELL AS FEDERAL, STATE,
AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY
RIGHTS-OF-WAY.
13.THE CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER AS TO ENSURE
MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT
FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL
AUTHORITY.
14.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE
WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY.
15.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR
IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS
COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS
CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL
ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION.
16.THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY AND PERFORM THE
DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME.
17.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO
BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND
MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY
TO PROVIDE A SAFE WORK SITE.
18.PRIOR TO THE REMOVAL OF ANY MATERIALS THE AREA MUST BE SAW CUT TO PREVENT ANY DAMAGE OF
THE ROADWAY.
19.SUB-GRADE SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AND TEST RESULTS SHALL BE PROVIDED
BEFORE INSTALLATION OF NEW STRUCTURES.
20.ALL NEW FINISH ELEVATIONS SHALL MATCH EXISTING ADJACENT CONCRETE AND ASPHALT ELEVATIONS.
21.TREE(S) TO BE DEMOLISHED SHALL BE CLEARED AND GRUBBED. NO BURNING SHALL BE ALLOWED ON
OWNER'S PROPERTY.
ASPHALT TO BE MILLED AND OVERLAY
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LIMITS OF ASPHALT REMOVAL. CONTRACTOR TO SAWCUT CLEAN EDGE.
EXISTING ASPHALT TO REMAIN.
EXISTING CONCRETE TO BE REMOVED.
EXISTING CONCRETE TO REMAIN.
EXISTING CURB AND GUTTER TO BE REMOVED. CONTRACTOR TO SAWCUT CLEAN EDGE.
EXISTING STORM PIPE TO BE REMOVED.
EXISTING STORM MANHOLE TO BE REMOVED.
EXISTING STORM PIPE TO REMAIN, PROTECT IN-PLACE.
EXISTING DROP INLET TO BE REMOVED.
EXISTING WATER LINES TO REMAIN PROTECT IN-PLACE.
EXISTING ELECTRICAL LINE TO REMAIN PROTECT IN-PLACE.
EXISTING LIGHT POLE TO BE REMOVED & RELOCATED.
EXISTING PAVEMENT MARKINGS TO BE REMOVED.
EXISTING SIGN AND POST TO BE REMOVED.
EXISTING TREE TO REMAIN, PROTECT IN-PLACE.
EXISTING TREE TO BE REMOVED.
EXISTING GREASE TRAP, CONCRETE APRON, ACCESS PORTS AND CLEANOUTS TO REMAIN, PROTECT IN-PLACE.
EXISTING SANITARY SEWER LINE, MANHOLES AND CLEANOUTS TO REMAIN, PROTECT IN-PLACE.
EXISTING SANITARY SEWER LINE TO BE REMOVED.
EXISTING WATER LINES TO RELOCATE. SEE GRADING AND UTILITY PLAN FOR DETAIL
EXISTING CONCRETE FLUME AND ROCK RIP RAP TO BE REMOVED.
EXISTING LANDSCAPED AREA TO BE REMOVED. EXISTING IRRIGATION SYSTEM TO BE REMOVED. EXISTING
IRRIGATION SYSTEM TO REMAIN FUNCTIONAL AFTER REMOVAL
EXISTING DETENTION BASIN TO BE REMOVED AND BACKFILLED PER EARTHWORK SPECIFICATIONS.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEMOLITION NOTES
C150DEMOLITION PLAN
20
21
22
23
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
H
A
Y
S
L
A
N
E
PLANTER
GHSDOLLY
PLANTER
CARTSTORAGE-GRCARTSTORAGE-GR
4" PVC ROOF DRAIN
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
85.8'
BUILD
I
N
G
S
E
T
B
A
C
K
A
B
C
E
E
E
F F
F
J
J
J JJ
H
K
H
L L
L
3'
3'18'24'18'5.8'
18
'
24
'
7.3'
7.3
'
7.8'
12
'
12
'
9.
5
'
9.5
'
9.5'
6.
4
'
M
M
M
N
P
P
P
P
F
P F
P
F
P
F
P
P
R
R
R R
R
R
R
R
S
S
S
TU
U W
J
R
J
R
M
R
M
R
T
M
R
M
R
T
LLL L
J
R
X
E
E
15.5'
Y
Q
24
'
W
W
Z
G
8.1
'
N
P
9.
5
'
18'
Q
T
E
U
P
P
T
R4
'
A
A
N
P
a
R3'
11
'
14
.
9
'
V
Z
11.2'
V
11.2'15.5'
3'23.8'18'
STOR
E
#
0
4
0
6
5
.
2
7
5
BUILD
I
N
G
S
F
1
8
1
,
4
7
6
±
FFE =
4
8
.
1
0
X
ENVIRONMENT
A
LCAGE PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
GHSDOLLY
D
D
VESTIBULE-GR
VESTIBULE-G
M
ENVIRONMENT
A
LCAGE
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
RISERCLOSET
CARTSTORAGE-GR
VESTIBULE-GR
VESTIBULE-G
M
CARTSTORAGE-GM
SODAMACHINE
GM1SERVICEKIOSKFRONT
SODAMACHINE
GR1SERVICEKIOSKFRONT
CARTSTORAGE-GR
RISERCLOSET
SODAMACHINESODAMACHINE
CARTSTORAGE-GM
MIRROR 1MIRROR 1
6" PVC
BUILDINGEXPANSION 7,033± SFFFE = 48.10
11.2'
15.5'
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
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N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
1"=21'
NOTES TO CONTRACTOR:
1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF SIGNAGE.
2.EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT THAT ARE NOT CORRECTLY LOCATED OR INCONSISTENT WITH THE DETAILS
PROVIDED SHALL BE REMOVED. APPLY SEAL COAT TO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HAS BEEN REMOVED IN A
SINGLE COMPLETE RECTANGLE TO COVER ALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVER EXISTING STRIPING OR CONCRETE).
INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN.
3.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR (BUILDING FRONTAGE ROAD) SHALL BE INSTALLED ON A SINGLE POST WITH
BOLLARD.
PROPOSED SIDEWALK, 5% MAX. LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE. SEE DETAIL SHEET.
NEW DELIVERY DOORS, REFER TO ARCHITECTURAL PLANS FOR SPECIFICATIONS AND DETAILS.
LIMITS OF OVERHEAD CANOPY, REFER TO ARCHITECTURAL PLANS FOR SPECIFICATIONS AND DETAILS.
NEW 4" WIDE SOLID WHITE STRIPE (TYP.)
NEW 4" WIDE SOLID YELLOW STRIPES AT 45° @ 2'-0" O.C.
NEW STOP BAR AND STOP TEXT. SEE DETAIL SHEET.
NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.
NEW "STOP HERE FOR PEDESTRIANS" SIGN.
NEW 30"X30" STOP SIGN.
NEW SIGN MOUNTING AND BASE WITH BOLLARD.
NEW OPEN ARROW PAVEMENT MARKINGS. SEE DETAIL SHEET.
NEW OPD PARKING STALL SIGNAGE (TYP.) SEE DETAIL SHEET.
NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC
AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE.
SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.
LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WERE
REMOVED.
NEW 4" WHITE LANE LINE
NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.
NEW OPD PARKING STALL STRIPING (TYP.) SEE DETAIL SHEET.
NEW ASPHALT PAVEMENT. SEE DETAIL SHEET.
NEW 18" CONCRETE CURB & GUTTER. SEE DETAIL SHEET.
NEW 6" PIPE BOLLARD. SEE DETAIL SHEET.
NEW RAMP SEE DETAIL SHEET.
NEW RAISED ISLAND SEE DETAIL ON SHEET C700..
NEW CONCRETE APRON, SEE ARCHITECTURAL PLANS.
RETAINING WALL, SEE ARCH PLANS,
SIPHONIC MANHOLE SEE DETAIL SHEET.
SITE KEYNOTES
A
B
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REFERENCE DETAIL SHEET
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING SETBACK LINE
PROPOSED RIGHT-OF-WAY
PROPOSED SETBACK LINE
100 YEAR FLOOD PLAIN
STOP BAR (PAVEMENT MARKING)
TRAFFIC FLOW ARROW (PAVEMENT MARKING)
PARKING SPACE COUNT#
SIGN
LIGHT POLE
CONCRETE
STANDARD DUTY PAVING
SITE AREA
TOTAL PROPERTY AREA:24.616± AC
DISTURBED AREA:1.000± AC
ZONING CLASSIFICATION
JURISDICTION:COUNTY OF NEW HANOVER
ZONING:B-2 HIGWAY BUSINESS DISTRICT
ADJACENT ZONING:
BUILDING SETBACKS
FRONT 100'
SIDE 63.25' (31.63' BUFFER)
REAR 85.79' (42.90' BUFFER)
BUILDING SUMMARY
PROPOSED BUILDING EXPANSION:7,033± SF
EXISTING BUILDING AREA:181,476± SF
BUILDING HEIGHT LIMIT:23'
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SITE WORK
SPECIFICATIONS AND SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES.
2.REFERENCE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, TRUCK DOCKS, SIDEWALKS, STEPS,
TRANSFORMER PADS, ETC.
3.TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING
UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND
EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS A
CONTRACTOR TO THE SELLER/OWNER: ATWELL, LLC
4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. ALL
DIMENSIONS SHOWN TO BUILDINGS ARE TO OUTSIDE FACE OF BUILDING.
5.ALL STRIPED OR CURBED RADII SHALL BE 5' UNLESS OTHERWISE NOTED.
6.CONCRETE TRUCK DOCKS ARE BY THE BUILDING CONTRACTOR.
7.ALL ACCESSIBLE PARKING SIGNS AND STRIPING SHALL BE IN ACCORDANCE WITH THE AMERICAN
WITH DISABILITY ACT (ADA) REQUIREMENTS AND STATE CODE.
8.ALL TRAFFIC SIGNS SHALL CONFORM TO THE UNIFORM TRAFFIC CONTROL MANUAL AND THE STATE
OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
9.THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXISTING IMPROVEMENTS,
ONSITE OR OFF SITE, SUCH AS PAVEMENT, UTILITIES, STORM DRAINAGE, ETC. THE REPAIR MUST BE
APPROVED BY THE ENGINEER AND BE EQUAL OR BETTER THAN EXISTING CONDITIONS.
10.SITE LIGHTING SHALL BE INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. ALL PARKING
LOT LIGHTING POLES, BASES AND FIXTURES WITH LAMPS SHALL BE INSTALLED BY THE GENERAL
CONTRACTOR'S ELECTRICAL CONTRACTOR AND SHALL SUPPLY A ONE YEAR WARRANTY CERTIFICATE.
11.CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE CONSTRUCTION BEGINS.
12.SITE CONTRACTOR SHALL SUPPLY AS-BUILT PLANS INDICATING ALL CHANGES AND DEVIATIONS.
13.ANY DEVIATION FROM THESE PLANS MAY CAUSE THE WORK TO BE UNACCEPTABLE.
14.ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING THE CONSTRUCTION PROCESS SHALL BE
IDENTIFIED TO THE ENGINEER IMMEDIATELY.
15.PROJECT SIGNAGE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
16.ALL CURB AND GUTTER WITHIN THE DEVELOPMENT SHALL BE 18". UNLESS NOTED OTHERWISE.
17.PARKING LOT STRIPING SHALL BE INCLUDED IN PAVING CONTRACTOR'S SCOPE OF WORK. STRIPING
WILL BE ACCORDING TO OWNER'S SPECIFICATIONS UNLESS NOTED OTHERWISE. ALL STRIPING IS TO
HAVE TWO (2) COATS OF PAINT (MIN).
18.LIGHT POLE BASES SHALL BE PAINTED TRAFFIC YELLOW PER SITE WORK SPECIFICATIONS.
19.THE SITE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WORK AND APPURTENANCE TO WITHIN
5' OF THE BUILDING. THIS INCLUDES TRANSFORMER AND DUMPSTER PADS AS WELL AS ALL UTILITY
CONDUITS.
SEAL COAT
0 21'11'
S
T
N.T.S.
PROPOSED
BUILDING
EXPANSION
H
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ASPHALT MILL AND OVERLAY
X
SCALE: 1"=21'
SITE LEGEND
VICINITY MAP
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SITE NOTES
PROPOSED PHARMACY DRIVE
THROUGH WINDOW
C200SITE DIMENSION PLAN
R15'
R34
'
Y
Z
a
PR#
01/21/20261 MB
1
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
UG
E
UG
E
UG
E
U
G
E
UG
E
UG
E
U
G
E
U
G
E
U
G
E
U
G
E
UG
E
U
G
T
U
G
T
GAS
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
GA
S
GA
S
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
U
G
T
W
W
W
W
W
W
W
W
W
W
W
W
UGEUGEUGE
UGE
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
W
W
W
W
W
W
W
W
W
W
W
W
H
A
Y
S
L
A
N
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PLANTER
GHSDOLLY
PLANTER
CARTSTORAGE-GRCARTSTORAGE-GR
4" PVC ROOF DRAIN
SSSSSSSSSSSSSS
SS
SS
6" PVC
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
0.6
5
%
DOG HOUSE STORM MANHOLE
RIM = 47.00
INV = 39.75
PROPOSED WALL
2.00%
2.00%
2.00%
2.00%
0.40%
SAWCUT
90° BEND
90° BEND
90° BEND
90° BEND
SIPHONIC MANHOLE
RIM = 46.16
INV = 41.62
90° BEND
INV = 40.75
8"X15" TEE
INV = 41.13
57 LF 20" EXIST HDPE @-2.3%
27 LF 20" HDPE @3.7%
40 LF 20" HDPE @1.0%
23 LF 20" HDPE @1.0%
19 LF 20" HDPE @1.0%
22 LF 8" HDPE @1.0
4.7
2
%
46.92 ME 46.95 ME
46.89 ME
46.63 BC
47.20 BC
48.09
48.10
47.99 TW
47.99 TW
46.78 BC
47.50 TW
47.99 TW
48.10
46.79 ME
46.97 BC
46.74 BC
47.00 BC
46.75 TW
47.99 TW
47.69 TC
46.23 ME
165 LF 8" PVC C900 FIRE LINE
31 LF 8" PVC C900 FIRE LINE
43 LF 8" PVC C900 FIRE LINE
ROOF DRAIN
INV 20" = 41.85
ROOF DRAIN
INV 8" = 41.35
47.71
47.8147.81
47.91
47.44
47.45
47.05
46.96 BC
2.00%
46.46 BC
46.60 ME
46.80 ME
46.21 ME
46.47 ME
46.56 ME
46.75 ME
46.85
48.10 TW
47.77
46.16
102 LF 4" HDPE @ 1.0%
55 LF 4" HDPE @1.0%
48.07 ME
48.07 ME
48.04 ME
48.11 ME
5' TAPER FOR 6" TO
0" CURB HEIGHT
46.83 ME
46.34 ME
46.66 ME
47.20 BC
47.70 TC
47.02 ME
47.11 ME47.12 BC
46.95 BC
47.01 BC
48.10
47.99 TW
47.06 BC
46.98
46.87 BC
2.00%
47.15 BC
47.65 TC3.
7
5
%
47.73 TC
47.23 BC
47.45 TC
47.62 TC
47.51 TC
46.87 ME
47.46 TC
47.49 TC
46.98 BC
47.00 TC
46.94 BC
46.94 TC
46.94 BC47.44 TC
48.12 ME 47.05 ME
47.07 ME48.17 ME
6"X15" TEE
INV = 41.32
47.81
47.39
15 LF 6" HDPE @1.0%
15 LF 6" HDPE @1.0%
CANOPY DRAIN
INV = 42.10
CANOPY DRAIN
INV = 42.10
EXTENDED FOOTING
CLEANOUT
INV=42.68
INSTALL COUPLER TO
CONNECT NEW 4" TO EXISTING 4"
INV=43.25
6"X15" TEE
INV = 41.43
CANOPY DRAIN
INV = 44.10
90° BEND
INV = 44.05
6" TEE BEND
INV = 43.96
CANOPY DRAIN
INV = 44.10
INV = 43.91
5 LF 6" HDPE @ 1.0%
10 LF 6" HDPE @ 1.0%
5 LF 6"
HDPE @ 1.0%
5 LF 6" HDPE @ 1.0%
46.91 ME
47.30 BC
47.80 TC
46.98 BW
47.08 BW
FLUSH CURB
5.
3
9
%
EXTENDED FOOTING
46.38 ME
47.81 BC 47.49 BC
47.95 BC
47.60 BC
47.10 BC
46.84 ME
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
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WA
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N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
1"=20'
NOTES TO CONTRACTOR:
1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF SIGNAGE.
2.PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TO STARTING ANY
WORK. IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANE CLOSURES, TEMPORARY VEHICLE AND PEDESTRIAN TRAFFIC
CONTROL.
3.EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT THAT ARE NOT CORRECTLY LOCATED OR INCONSISTENT WITH THE DETAILS
PROVIDED SHALL BE REMOVED. APPLY SEAL COAT TO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HAS BEEN REMOVED IN A
SINGLE COMPLETE RECTANGLE TO COVER ALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVER EXISTING STRIPING OR CONCRETE).
INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN.
4.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR (BUILDING FRONTAGE ROAD) SHALL BE INSTALLED ON A SINGLE POST WITH
BOLLARD.
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS NOT ACCEPTABLE TO
THE OWNER AND ENGINEER.
2.IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,
WITHOUT EXCEPTION, THE CONTRACTOR SHALL MAKE A TOPOGRAPHIC SURVEY AT THEIR OWN
EXPENSE AND SUBMIT IT TO THE OWNER FOR REVIEW.
3.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES BEFORE
CONSTRUCTION AND VERIFYING LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN.
4.THE CONTRACTOR SHALL PROVIDE DRAINAGE AWAY FROM THE BUILDINGS.
5.PRECAST STRUCTURES MAY BE USED AT THE CONTRACTOR'S OPTION.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE RELOCATION OF
ALL UTILITIES ALONG THE RIGHT OF WAY AND ON THE SITE ASSOCIATED WITH THE
CONSTRUCTION OF THIS PROJECT, SUCH AS, BUT NOT LIMITED TO SIGNAL POLES, SIGNAL
CONTROLS, DRAINAGE STRUCTURES, TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC.
7.IN ALL AREAS WHERE NEW CURB AND GUTTER ARE INSTALLED, REMOVE ALL OLD CURB AND
GUTTER AND SAW CUT A STRAIGHT EDGE ALONG ASPHALT.
8.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE
WITH ARCHITECTURAL PLANS AND SPECIFICATIONS.
9.THE 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. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.
10.ALL SLOPES AND DISTURBED AREAS NOT COVERED BY BUILDING OR PAVEMENT SHALL BE
GRADED SMOOTH AND RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR TO PROVIDE TOPSOIL IF
NOT AVAILABLE ON SITE. THE AREAS SHALL BE SEEDED, MULCHED, FERTILIZED AND WATERED
TO PROVIDE A HEARTY MOWABLE STAND OF GRASS. SMALL ROCKS MUST BE REMOVED. ANY
AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
11.ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT OR FINISHED GROUND UNLESS OTHERWISE
NOTED.
12.ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT FACE OF CURB, UNLESS
OTHERWISE NOTED.
TC=TOP OF CONCRETE ELEVATION
ME=PROPOSED GRADE TO MATCH EXISTING GRADE
TW=TOP OF RETAINING WALL ELEVATION;
BW=BOTTOM OF RETAINING WALL ELEVATION.
13.ALL SYSTEM MANHOLES AND PIPES TO BE FLUSHED CLEAN PRIOR TO TURNING OVER TO THE
OWNER.
14.ALL PIPE LENGTHS LISTED ARE BASED ON THE HORIZONTAL DISTANCE FROM CENTER OF
STRUCTURE AND USED FOR DESIGN.
15.THE CONTRACTOR IS RESPONSIBLE FOR COMPARING THE STORM SEWER AND SANITARY SEWER
CHARTS WITH THE PROFILES FOR THE STORM SEWER AND SANITARY SEWER LINES AND
INFORMING THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
16.THE FLOW IN ALL SEWERS, DRAINS, AND WATERCOURSES ENCOUNTERED SHALL BE
MAINTAINED.
17.ALL SOIL EROSION AND SILT MUST BE CONTROLLED AND CONTAINED ON-SITE.
18.ALL INTERIOR ISLANDS SHALL BE MOUNDED. MINIMUM GRADE FOR POSITIVE DRAINAGE SHALL
BE 2%.
19.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
HAVE TRAFFIC BEARING LIDS. MANHOLES IN UNPAVED AREAS SHALL BE FLUSH WITH FINISH
GRADE. LIDS SHALL BE LABELED PER TOWNSHIP REQUIREMENTS.
20.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL
N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION
ACTIVITIES.
21.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
22.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM
SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION.
23.ALL STUMPS, ROOTS, AND ORGANIC MATTER SHALL BE REMOVED TO A DEPTH OF TWO FEET
MINIMUM BELOW THE BOTTOM OF THE BASE MATERIAL. ALL ROCKS LARGER THAN SIX INCHES
SHALL BE REMOVED AND ALL ROCK LARGER THAN 3 INCHES, WHICH CANNOT BE READILY
BROKEN BY MIXING OPERATIONS, SHALL BE REMOVED TO A DEPTH OF TWO FEET.
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING SETBACK LINE
PROPOSED RIGHT-OF-WAY
PROPOSED SETBACK LINE
100 YEAR FLOOD PLAIN
STORM MANHOLE
123 EXISTING MINOR CONTOURS
123 EXISTING MAJOR CONTOURS
123 PROPOSED MINOR CONTOUR
123 PROPOSED MAJOR CONTOUR
PROPOSED BREAK LINE
EXISTING STORM LINE
PROPOSED STORM LINE
123.4 PROPOSED SPOT ELEV
2%SLOPE ARROW
ELECTRIC UNDERGROUND LINEUGEELECTRIC UNDERGROUND LINE
SEWER LINESSSEWER LINE
TELEPHONE UNDERGROUND LINEUGTTELEPHONE UNDERGROUND LINE
WATER LINE #=SIZE#W
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
WATER BEND 45°
WATER BEND 22.5°
WATER BEND 11.25°
0 20'
SCALE: 1" = 20'
10'
LEGEND
DRW
BL
12/04/25
24000546
CI
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O
U
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T
Y
,
NC
80
3
5
M
A
R
K
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T
S
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.
SU
P
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C
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N
T
E
R
#
04
0
6
5
.
2
7
5
GRADING NOTES
C300GRADING AND UTILITY PLAN
OPD (ONLINE PICKUP AND DELIVERY)
ASSOCIATES DISPENSE DOOR
6" DUCTILE IRON SANITARY SEWER LATERAL (AWWA C-151) P.C. 350 AT 1% MINIMUM SLOPE.
TRAFFIC RATED SANITARY SEWER CLEANOUT MOUNTED FLUSH WITH PAVEMENT.
NEW SIPHONIC MANHOLE, SEE DETAIL SHEET
CONTRACTOR SHALL INSTALL NEW FIRE WATER LINE UP TO CONNECTIONS PRIOR TO REMOVING EXISTING FIRE LINE.
CONTRACTOR SHALL COORDINATE WITH STORE OPERATIONS TO MINIMIZE SYSTEM DOWN TIME
10" - 45° BEND WITH CONCRETE THRUST BLOCKING. SEE DETAIL SHEET.
3" PVC 1120, ASTM D-2241, PRESSURE CLASS 200 DOMESTIC WATER LINE
UNDERGROUND POWER PRIMARY. CONTRACTOR TO COORDINATE WITH ELECTRIC COMPANY.
UNDERGROUND TELECOMMUNICATIONS (2) - 4" PVC CONDUITS. CONTRACTOR TO COORDINATE WITH TELEPHONE
COMPANY.
PULL BOX MOUNTED FLUSH WITH GRADE, IF LOCATED IN PAVED AREAS IT SHALL BE TRAFFIC RATED.
NEW WALL MOUNT LIGHT HEAD, SEE LIGHTING PLANS.
NEW STORM DRAIN MANHOLE. SEE DETAIL SHEET.
RETAINING WALL, SEE ARCH PLANS,
UTILITY KEYNOTES
G
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O
REFERENCE DETAIL SHEET
NEW LIGHT POLE. SEE LIGHTING PLAN AND DETAILS.
NEW LIGHT POLE BASE. SEE DETAIL SHEET.
NEW SPLICE BOX WITH TRAFFIC RATED LID, FOR CONNECTION TO LIGHT POLE CONDUITS. SEE LIGHTING
SPECIFICATIONS
NEW 1" SCH. 40 PVC CONDUIT FOR ELECTRICAL. SEE ELECTRICAL PLANS.
NEW LIGHT HEAD TO BE INSTALLED ON EXISTING POLE, SEE LIGHTING PLANS.
NEW ASPHALT PAVEMENT, CONTRACTOR TO MATCH EXISTING GRADE. SEE TRENCHING DETAILS.
A
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UTILITY CROSSINGS
PROPOSED WATER LINE INV = 42.93± - TOP OF 8" ROOF DRAIN = 41.23±
PROPOSED TOP OF WATER LINE = 43.53± - 6" ROOF DRAIN INV = 41.92±
PROPOSED TOP OF 10" WATER LINE = 43.38± - 6" ROOF DRAIN = 42.03±
TOP OF 6" ROOF DRAIN = 41.85± - 10" WATER LINE = 42.22±
1
2
3
4
1
2
3
4
A D
C
B
R
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
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A
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WA
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.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
BL
12/04/25
24000546
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NC
80
3
5
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#
04
0
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2
7
5
C450PHOTOMETRIC PLAN
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
MARKET STREET
US HIGHWAY 17
X
X
X
X
X
X
X
X
X
X
X
HA
Y
S
L
A
N
E
H
A
Y
S
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ENVIRONMENTALCAGE
PLANTER PLANTER PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
GHSDOLLY
D
D
VESTIBULE-GRVESTIBULE-GM
ENVIRONMENTALCAGE
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER PLANTER PLANTER
RISERCLOSET
CARTSTORAGE-GRVESTIBULE-GRVESTIBULE-GMCARTSTORAGE-GM
SODA
MAC
H
I
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GM1
SERV
I
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KIOS
K
FRON
T
SODA
MACH
I
N
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GR1
SERV
I
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KIOS
K
FRON
T
CARTSTORAGE-GR
RISERCLOSET
SODA
MAC
H
I
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SODA
MAC
H
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CARTSTORAGE-GM
MIRROR 1MIRROR 1
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
24.6'±24.4'±
J
L
PR
S
Z
P
J
Z
P P P P
P
P
P
P
P
P
P
L
R
LR LR LR LR LR LR
LR
LR
L
R
L
R
L
R
S S S S S S
S
S
S
S S
S
TP
TP
T
T
T
T
T
T
T
TTTT
T
T
P P P P P P
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m Z
m
Z
mZ
34.8'34.9'
P
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14.9'
P
P
P
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LRP
JZ
CB
LRPP
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WD
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P
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Pr
Pr
P s
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RLP
bpP
20.5'
LR
ZJ
ZJ ZJ ZJ ZJ ZJ
ZJ ZJ
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BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
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A
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N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
0
1"=50'
50'25'
REFER TO SHEET SECP-1 FOR
ADDITIONAL IMPROVEMENTS
ALONG BFR
SCALE: 1" = 50'
DRW
BL
12/04/25
24000546
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#
04
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5
OPD (ONLINE PICKUP AND DELIVERY)
ASSOCIATES DISPENSE DOOR
GARDEN CENTER
ENTRANCE
EXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.
EXISTING STOP SIGN TO BE REMOVED.
EXISTING SIGN POST TO BE REMOVED.
EXISTING SIGN POST AND BASE TO REMAIN.
EXISTING CROSSWALK STRIPING TO BE REMOVED.
EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.
EXISTING CENTERLINE STRIPING TO REMAIN / BE REFRESHED.
NEW "STOP HERE FOR PEDESTRIANS" SIGN.
NEW 30"X30" STOP SIGN.
NEW SIGN MOUNTING AND BASE WITH BOLLARD.
NEW "STOP" AND/OR "ONLY" TEXT AND/OR STOP BAR WITH OR WITHOUT 4" WIDE DOUBLE SOLID
YELLOW STRIPE.
NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.
NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC
AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE.
SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.
LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WERE
REMOVED.
NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS.
EXISTING STOP BAR, STOP TEXT PAVEMENT MARKINGS, & DOUBLE YELLOW STRIPES TO BE REMOVED.
NEW OPEN ARROW PAVEMENT MARKINGS.
EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.
EXISTING FIRE LANE STRIPING TO REMAIN / BE REFRESHED.
NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.
EXISTING STOP SIGN TO REMAIN.
EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.
EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.
NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.
SITE AND DEMOLITION KEYNOTES
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REFERENCE DETAIL SHEET
NEW 36" x 36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY
POSTS, AND BASES.
NEW SOLID ARROW PAVEMENT MARKINGS.
NEW TRAFFIC FROM LEFT DOES NOT STOP PLAQUE.
NEW CROSS TRAFFIC DOES NOT STOP PLAQUE.
NEW PAVEMENT MARKINGS, "STOP" TEXT AND/OR "ONLY" TEXT
EXISTING STOP BAR TO REMAIN/ BE REFRESHED.
EXISTING LANE STRIPING TO REMAIN/ BE REFRESHED.
EXISTING CROSSWALK MARKINGS TO REMAIN / BE REFRESHED.
EXISTING PICKUP PAVEMENT MARKINGS TO BE REMOVED.
EXISTING DIRECTIONAL PICKUP SIGN TO BE REMOVED.
NEW DIRECTIONAL PICKUP SIGN. SEE PICKUP STRIPING AND SIGNAGE PLAN.
TRIM TREES TO PROVIDE UNOBSTRUCTED VIEW OF EXISTING AND
PROPOSED SIGNS.
EXISTING DIRECTIONAL PICKUP SIGN TO REMAIN.
EXISTING SOLID ARROW PAVEMENT MARKING TO BE REMOVED.
EXISTING LANE LINE STRIPING TO BE REMOVED.
NEW 4" WIDE WHITE LANE LINE STRIPE.
NEW 4" DOUBLE YELLOW STRIPE.
EXISTING PAVEMENT MARKINGS TO BE REMOVED.
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GROCERY
VESTIBULEGM VESTIBULE
ALL SIGNS TO BE MOUNTED A
MINIMUM DISTANCE OF 4' FROM
FACE OF CURB (TYP.)
TRIM LANDSCAPING FOR SIGN
VISIBILITY IF NEEDED.
REFER TO SHEET SECP-2
FOR ADDITIONAL
INFORMATION ON THE
OPD AREA
C500STOP SIGNS AND MARKINGS PLAN
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PARKING INFORMATION NOTES:
1.TOTAL BUILDING AREA IS AS PER DEREK JEBSON, BENCHMARK, DATED 10/29/25.
2.ECR/CC&R REQUIRE 4.0 PARKING RATIO PER SCOTT BRANCH 07/23/25.
SITE ANALYSIS TABLE (EXISTING STORE)
TOTAL BUILDING AREA
EXISTING PROPOSED
181,476± S.F.188,509± S.F.
REQUIRED PARKING (PER NEW HANOVER COUNTY)454 SPACES 472 SPACES
REQUIRED PARKING RATIO (PER NEW HANOVER COUNTY)2.5/1,000 S.F.2.5/1,000 S.F.
REQUIRED PARKING (PER ECR/CC&R)726 SPACES 755 SPACES
REQUIRED PARKING RATIO (PER ECR/CC&R)4.0/1,000 S.F.4.0/1,000 S.F.
CUSTOMER AND ASSOCIATE PARKING 710 SPACES 685 SPACES
ACCESSIBLE PARKING 25 SPACES 25 SPACES
EV PARKING 0 SPACES 0 SPACES
PICKUP PARKING 18 SPACES 45 SPACES
PARKING SPACES OCCUPIED BY CART CORRALS
(NOT INCLUDED IN PARKING COUNTS BELOW)38 SPACES 38 SPACES
TOTAL PARKING EXCLUDING PICKUP STALLS 735 SPACES 710 SPACES
PARKING RATIO EXCLUDING PICKUP STALLS 4.1/1,000 S.F.3.8/1,000 S.F.
TOTAL PARKING INCLUDING PICKUP STALLS 753 SPACES 755 SPACES
PARKING RATIO INCLUDING PICKUP STALLS 4.1/1,000 S.F.4.0/1,000 S.F.
ABBREVIATIONS
BFR = BUILDING FRONTAGE ROAD
OCR = OUTER CIRCULATION ROAD
OPD = ONLINE PICKUP AND DELIVERY
NOTES TO GENERAL CONTRACTOR (GC):
1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF
SIGNAGE.
2.GC TO EXECUTE COMPLETE PARKING LOT RESTRIPING. STRIPE/REFRESH ALL EXISTING PARKING FIELDS (MAIN,
SIDES, AND REAR OF STORE).
3.REMOVE ANY PAVEMENT MARKINGS, DIRECTIONAL ARROWS OR STOP BARS/TEXT THAT ARE NOT CORRECTLY LOCATED OR
INCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COAT TO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HAS
BEEN REMOVED IN A SINGLE COMPLETE RECTANGLE TO COVER ALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVER
EXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING AND SIGNAGE TO MATCH CURRENT DETAILS AT THE LOCATIONS
SHOWN ON THESE PLANS.
4.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST WITH BOLLARD.
5.PREPARE AND REPAINT PARKING LOT LIGHT POLE BASES AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT. IF LIGHT POLE
BASE IS WITHIN A RAISED CURB AND OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY 3 FEET OR LESS, THE BASE
SHALL BE PAINTED/REPAINTED. IF LIGHT POLE BASE IS OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY MORE
THEN 3 FEET, THE BASE SHALL NOT BE PAINTED UNLESS IT IS ALREADY PAINTED IN EXISTING CONDITIONS.
6.PREPARE AND REPAINT EXISTING SIGN POST BOLLARDS AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT.
7.EXISTING STRIPING SHALL BE REMOVED BY APPROVED PHYSICAL MEANS PRIOR TO SEAL COAT.
8.GC TO ASSESS AND TRIM ANY TREES ON SITE THAT OBSCURE EXISTING OR PROPOSED SIGNAGE.
9.IN THE EVENT STRIPING OR SIGNAGE IN THE PLANS DO NOT MATCH ONSITE CONDITIONS OR DIRECTION IS UNCLEAR,
CONTRACTOR SHOULD NOTIFY THE ENGINEER FOR PROPER DIRECTION VIA THE REQUEST FOR INFORMATION (RFI) PROCESS.
10.THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF FIELD SURVEY DATA. PROPOSED SIGN LOCATIONS ARE APPROXIMATE
AND SHOWN TO DEPICT THE GENERAL LOCATION OF THE SIGN. THE CONTRACTOR SHALL UTILIZE THE SIGN DETAILS AND
SPECIFIC DIMENSIONS SHOWN ON THE SIGN DETAILS TO LOCATE THE SIGNS IN THE FIELD.
PR#
01/21/20261 MB
1
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PLANTER PLANTER PLANTER
PLANTER
VESTIBULE-GR
VESTIBULE-GM
PLANTER PLANTER PLANTER PLANTER
RISERCLOSET
CARTSTORAGE-GRVESTIBULE-GR
VESTIBULE-GM
CARTSTORAGE-GM
SO
D
A
MAC
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GM1
SER
V
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FRO
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CARTSTORAGE-GR
RISERCLOSET
SOD
A
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SOD
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CARTSTORAGE-GM
MIRROR 1
MIRROR
1
PIC
K
U
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4" PVC ROOF DRAINa
G G G
E
E E E
A
C A
C A C
A
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F
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52.6'88.5'95.4'
D b D
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PLANTER PLANTER PLANTER
PLANTER
VESTIBULE-GR
VESTIBULE-GM
PLANTER PLANTER PLANTER PLANTER
RISERCLOSET
CARTSTORAGE-GRVESTIBULE-GR
VESTIBULE-GM
CARTSTORAGE-GM
SOD
A
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C
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GM
1
SE
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SOD
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GR1
SER
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KIO
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FR
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CARTSTORAGE-GR
RISERCLOSET
SO
D
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MAC
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SO
D
A
MAC
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CARTSTORAGE-GM
MIRROR 1
MIRRO
R
1
4" PVC ROOF DRAIN
J
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K
H
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H K
H K
JZ
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L
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L P
P
P
L
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P
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L L L
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P P P P P
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P P
P
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J
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SSS
34.8'
34.9'
14.9'
20.5'
L
P
S S S S S S S S
34.9'
34.9'
h
9.
5
'
18'18'
JZ
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5'
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M
8'
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9'
5'
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
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E
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A
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WA
L
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C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
1"=20'
DEMOLITION PLAN
SITE CONSTRUCTION PLAN
NOTES TO GENERAL CONTRACTOR (GC):
1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF
SIGNAGE.
2.PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TO
STARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANE CLOSURES, TEMPORARY VEHICLE
AND PEDESTRIAN TRAFFIC CONTROL.
3.ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT ALONG THE BFR (BUILDING FRONTAGE ROAD) SHALL BE
REMOVED. REMOVE ANY DIRECTIONAL ARROWS OR STOP BARS/TEXT THAT ARE NOT CORRECTLY LOCATED OR
INCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COAT TO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT
HAS BEEN REMOVED IN A SINGLE COMPLETE RECTANGLE TO COVER ALL REMOVED STRIPING (DO NOT APPLY SEAL COAT
OVER EXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION
PLAN.
4.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST WITH BOLLARD.
5.PREPARE AND REPAINT PARKING LOT LIGHT POLE BASES AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT. IF LIGHT
POLE BASE IS WITHIN A RAISED CURB AND OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY 3 FEET OR LESS,
THE BASE SHALL BE PAINTED/REPAINTED. IF LIGHT POLE BASE IS OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFFER)
BY MORE THEN 3 FEET, THE BASE SHALL NOT BE PAINTED UNLESS IT IS ALREADY PAINTED IN EXISTING CONDITIONS.
6.PREPARE AND REPAINT EXISTING SIGN POST BOLLARDS AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT.
7.EXISTING STRIPING SHALL BE REMOVED BY APPROVED PHYSICAL MEANS PRIOR TO SEAL COAT.
8.GC TO ASSESS AND TRIM ANY TREES ON SITE THAT OBSCURE EXISTING OR PROPOSED SIGNAGE.
9.IN THE EVENT STRIPING OR SIGNAGE IN THE PLANS DO NOT MATCH ONSITE CONDITIONS OR DIRECTION IS UNCLEAR,
CONTRACTOR SHOULD NOTIFY THE ENGINEER FOR PROPER DIRECTION VIA THE RFI (REQUEST FOR INFORMATION)
PROCESS.
10.THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF FIELD SURVEY DATA. PROPOSED SIGN LOCATIONS ARE
APPROXIMATE AND SHOWN TO DEPICT THE GENERAL LOCATION OF THE SIGN. THE CONTRACTOR SHALL UTILIZE THE SIGN
DETAILS AND SPECIFIC DIMENSIONS SHOWN ON THE SIGN DETAILS TO LOCATE THE SIGNS IN THE FIELD.
SITE AND DEMOLITION KEYNOTES
0 20'10'
SCALE: 1" = 20'
EXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.
EXISTING STOP SIGN TO BE REMOVED.
EXISTING SIGN POST TO BE REMOVED.
EXISTING SIGN POST AND BASE TO REMAIN.
EXISTING CROSSWALK STRIPING TO BE REMOVED.
EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.
EXISTING CENTERLINE STRIPING TO REMAIN AND BE REFRESHED.
NEW "STOP HERE FOR PEDESTRIANS" SIGN.
NEW 30"X30" STOP SIGN.
NEW SIGN MOUNTING AND BASE WITH BOLLARD.
NEW STOP TEXT AND STOP BAR WITH OR WITHOUT 4" WIDE DOUBLE SOLID YELLOW STRIPE.
NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.
NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC
AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE.
SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.
A
B
C
D
E
F
G
H
J
L
M
K
N
LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WERE
REMOVED.
NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS.
EXISTING STOP BAR, STOP TEXT PAVEMENT MARKINGS, AND WITH OR WITHOUT DOUBLE YELLOW
STRIPE TO BE REMOVED.
NEW OPEN ARROW PAVEMENT MARKINGS.
EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.
NEW FIRE LANE STRIPING.
NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.
EXISTING STOP SIGN TO REMAIN.
EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.
EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.
NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.
P
Q
R
S
T
U
V
W
X
Y
Z
a
b
c
d
e
f
g
h
EXISTING FIRE LANE STRIPING & LETTERING TO REMAIN / BE REFRESHED.
EXISTING FIRE LANE SIGN TO REMAIN.
EXISTING MISCELLANEOUS SIGN TO REMAIN/BE REUSED.
EXISTING PARKING STALL STRIPING TO BE REMOVED.
EXISTING OPD STALL SIGNAGE TO BE REMOVED.
NEW OPD PARKING STALL STRIPING. SEE SECP/SSM DETAILS SHEET.
NEW OPD PARKING STALL SIGNAGE. SEE SECP/SSM DETAILS SHEET.
NEW PARKING STALL STRIPING. SEE SECP/SSM DETAILS SHEET.
EXISTING CENTERLINE STRIPING TO BE REMOVED.
EXISTING CROSSWALK MARKINGS TO REMAIN/ BE REFRESHED.
NEW "DO NOT ENTER" SIGN MOUNTED ON BACK SIDE OF STOP SIGN.
NEW OPEN ARROW PAVEMENT MARKINGS AND "ENTER" TEXT.
EXISTING DIRECTIONAL PICKUP SIGN TO BE REMOVED.
NEW DIRECTIONAL PICKUP SIGN. SEE PICKUP STRIPING AND SIGNAGE PLAN.
TRIM TREES TO PROVIDE UNOBSTRUCTED VIEW OF EXISTING AND PROPOSED SIGNS.
EXISTING DIRECTIONAL PICKUP PAVEMENT MARKINGS TO BE REMOVED.
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GROCERY
VESTIBULE
24.8'±
GM VESTIBULE
24.8'±
FLUSH PAVEMENT
BFR
C550DEMOLITION AND SITE CONSTRUCTION PLAN
GARDEN CENTER
ENTRANCE
BFR
GROCERY
VESTIBULE
24.8'±
GM VESTIBULE
24.8'±
GARDEN CENTER
ENTRANCE
10.2'±
FLUSH PAVEMENT
q
REFER TO SHEET SECP-2
FOR ADDITIONAL
INFORMATION ON THE
OPD AREA
REFER TO SHEET SECP-2
FOR ADDITIONAL
INFORMATION ON THE
OPD AREA
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
X
X
X
X
X
W
ENVIRONMENTALCAGE
PLANTER PLANTER PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
GHSDOLLY
D
D
VESTIBULE-GRVESTIBULE-GM
ENVIRONMENTALCAGE
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER PLANTER PLANTER
RISERCLOSET
CARTSTORAGE-GRVESTIBULE-GRVESTIBULE-GMCARTSTORAGE-GM
SODAMACHIN
E
GM1SERVICEKIOSKFRONT
SODAMACHINE
GR1
SERVIC
EKIOSKFRONT CARTSTORAGE-GR
RISERCLOSET
SODAMACHINE
SODAMACHIN
ECARTSTORAGE-GM
MIRROR 1MIRROR 1
GHSDOLLY
7.3'
3'
18
'
18'24'18'3'
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
12
'
12
'
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
I
N
C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
0
SCALE: 1"=20'
20'10'
PICKUP EXTERIOR SIGN SCHEDULE
DESCRIPTION DIMENSIONS QUANTITY
WAITING SPACES LEFT
WAITING SPACES RIGHT
WAITING SPACES AHEAD
RESERVED WAITING
PICKUP LEFT PHARMACY RIGHT
PICKUP RIGHT PHARMACY LEFT
STOP THANKS FOR ORDERING
PICKUP HOURS
RESERVED
PHONE NUMBER
VERTICAL PICKUP
PICKUP LEFT
PICKUP AHEAD
PICKUP RIGHT
18 X 24
18 X 36
18 X 18
8 X 18
18 X 36
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 36
0
0
0
0
0
0
0
0
45
45
45
1
2
2
PICKUP BANNER AND MOUNTING
HARDWARE 24 X 60 1
TEMPORARY PARKING SIGN WITH
PYRAMID BASE 24 X 60 0
CALL IN # FOR "PHONE NUMBER" AND "TEMPORARY" SIGNS
910-821-6009
PATH OF TRAVEL FOR
PICKUP CUSTOMER
(FROM RIGHT-OF-WAY
TO PICKUP ENTRANCE)
NOTE TO GC: ALL EXISTING STRIPING AND PAVEMENT
MARKINGS OR TEXT SHALL BE REMOVED. GRIND OUT ALL
PAVEMENT MARKINGS AND NUMBERS. APPLY SEAL COAT TO
THE COMPLETE EXTENT AS SHOWN AND INSTALL NEW STRIPING
TO MATCH EXISTING ADJACENT PARKING STALLS (MATCH
LENGTH, WIDTH, SPACING AND COLOR).
PICKUP
LOCATION
1"=100'
ALL PICKUP WAYFINDING AND STALL SIGNS ARE WALMART
SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE
SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE
SENT VIA EMAIL TO GETTY THOMAS (Getty.Thomas@walmart.com)
AND BRAD KEENER (Bradley.Keener@walmart.com). REQUEST SHALL
CONTAIN A DELIVERY ADDRESS, DESIRED DELIVERY DATE, AND
ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON
APPROVED PLANS.
INSET "A"
SCALE: 1" = 20'
PICKUP STALL
DESIGNATION SIGNS
(TYP.)
INSTALL PICKUP BANNER
ON EXISTING LIGHT POLE
0
SCALE: 1"=100'
100'50'
NOTES TO CONTRACTOR:
1.BFR (BUILDING FRONTAGE ROAD)
OCR (OUTER CIRCULATION ROAD)
2.THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF FIELD SURVEY
DATA. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHOWN
TO DEPICT THE GENERAL LOCATION OF THE SIGN. THE CONTRACTOR
SHALL UTILIZE THE SIGN DETAILS AND SPECIFIC DIMENSIONS
SHOWN ON THE SIGN DETAILS TO LOCATE THE SIGNS IN THE FIELD.
SIGNS FURNISHED BY
WALMART, ATTACHMENT
TO WALL OR BOLLARD BY
G.C.
Stall Designation Signs
18" x 18"
Call In Sign
18" x 8"
Vertical Pickup Logo Sign (Large)
36" x 18"
Directional Signs (Left / Ahead / Right)
18" x 24"
Also Pickup Hours sign size 2.25 SF
4.50 SF
1.00 SF
3.00 SF
FINISH LEGEND
P218E TRUE BLUE
REFERENCE
INSET "A"
FOR SIGN
NUMBERING
PICKUP SIGNAGE
PICKUP BANNER MOUNTING
GROUND SURFACE
18
'
-
0
"
EXISTING LIGHT
POLE
24'
60
"
SEE INSET "A" FOR
SIGN LOCATION
3500 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP OF
CONCRETE
GALVANIZED
SQUARE TUBE
GROUND SURFACE
TYPICAL DIRECTIONAL SIGNAGE
IN CURBED ISLAND
1'-6"
3'
-
0
"
7'
-
0
"
M
I
N
CURBED ISLAND - 90°
SIGN LOCATIONS - 90° PARKING
POST WITH SIGN(S)
LAYOUT PER STRIPING
DETAIL/SITE PLAN
EQ EQ
4'
-
0
"
PAINTED ENDCAP - 90°
SIGN LOCATIONS - 90° PARKING
POST WITH SIGN(S)
LAYOUT PER STRIPING
DETAIL/SITE PLAN
EQ EQ
4'
-
0
"
DIRECTIONAL SIGN MOUNTING AND BASE
TYPICAL DIRECTIONAL SIGNAGE
IN PAVEMENT
USE 4" SCH. 40 STEEL
PIPE FILLED W/
CONCRETE WITH TOP
ROUNDED AND
PAINTED P5E
3500 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP
OF CONCRETE
GALVANIZED
SQUARE TUBE
GROUND SURFACE
7'-
0
"
M
I
N
2'-
3
"
1'-0"
4'-
0
"
NEVER LESS THAN 9'
4'-0"TO EDGE OF
TRAVEL WAY
4'-0"TO EDGE OF
TRAVEL WAY
PLAN VIEW PARTIAL ELEVATION
GROUND SURFACE
5/16" GR. 5
FLANGED BOLT
5/16" GR. 5
SERRATED
FLANGED NUT
REMOVABLE SQUARE TUBE
POST
NOTES:
1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S
"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST
IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
2.GALVANIZED SQUARE TUBE
POST TUBES - 2"x2"x3/16" 12ga
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500
GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT
DIP GALVANIZED PER ASTM A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE
ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE
SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX.
EXPOSED ABOVE FINISH GRADE.
TYPICAL PARKING SIGNAGE
IN CURBED ISLAND
SEE REMOVABLE
SQUARE TUBE POST
SLOPE TOP
OF CONCRETE
GROUND SURFACE 1'
-
0
"
2'
-
0
"
6'
-
2
"
FRONT VIEW
1'-0"
BEGIN NUMBERING
AT STALL CLOSEST
TO THE PICKUP
DOOR
3500 P.S.I. P.C.
CONCRETE BASE
ADDITIONAL LARGE
PICKUP SIGN ON BACK
WHEN BACK FACES
PUBLIC STREET. ALIGN
TO TOP
BOLT LOCATIONS
FOR LEVEL SIGN
MOUNTING
GROUND SURFACE
2'
-
0
"
6'
-
2
"
SIDE VIEW
SEE REMOVABLE
SQUARE TUBE POST
1'
-
0
"
1'-0"
SLOPE TOP OF
CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
PARKING SIGN MOUNTING AND BASEPARKING SIGN MOUNTING AND BASE
TYPICAL PARKING SIGNAGE
IN PAVEMENT
3500 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP OF
CONCRETE
GROUND SURFACE
U-BOLT NUT
LOCATIONS
BEGIN NUMBERING
AT STALL CLOSEST
TO THE PICKUP
DOOR
2'
-
0
"
6'
-
2
"
1'
-
0
"
1'-0"
FRONT VIEW
ADDITIONAL LARGE PICKUP
SIGN ON BACK WHEN BACK
FACES PUBLIC STREET
ALIGN TO TOP
BOLT LOCATIONS PER
STANDARD WITH SPACER AS
FOR LEVEL SIGN MOUNTING
1'-
0
"
2'
-
6
"
1'-0"3500 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP OF CONCRETE
GROUND SURFACE
U-BOLT
2'
-
0
"
6'
-
2
"
SIDE VIEW
USE 4" SCH. 40 STEEL PIPE
FILLED W/ CONCRETE WITH
TOP ROUNDED AND
PAINTED P5E
"K" SIGN HOSE CLAMP
DUPLICATE SIGNS ON BACK
WHEN PICKUP STALLS ARE
ON OPPOSITE SIDES
BOLT LOCATIONS PER
STANDARD WITH SPACER AS
FOR LEVEL SIGN MOUNTING
1'-
0
"
2'
-
6
"
1'-0"3500 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP OF CONCRETE
GROUND SURFACE
U-BOLT
2'
-
0
"
6'
-
2
"
SIDE VIEW
USE 4" SCH. 40 STEEL PIPE
FILLED W/ CONCRETE WITH
TOP ROUNDED AND
PAINTED P5E
"K" SIGN HOSE CLAMP
SEE INSET "A"
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OPD (ONLINE PICKUP AND DELIVERY)
ASSOCIATES DISPENSE DOOR
C600PICKUP STRIPING AND SIGNAGE PLAN
PICKUP STALL
DESIGNATION SIGNS
(TYP.)
PICKUP STALL
DESIGNATION SIGNS
(TYP.)
9.
5
'
9.
5
'
9.
5
'
6.
3
'
8.7'
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
45
44
43
42
41
40
39
38
37
3231 33 34 35 3618
'
24
'
EXISTING PICKUP SIGN
AND POST TO BE REMOVED
EXISTING PICKUP SIGN
AND POST TO BE REMOVED
EXISTING PICKUP SIGN
AND POST TO BE REMOVED
EXISTING PICKUP SIGN
AND POST TO REMAIN
EXISTING PICKUP SIGN
AND POST TO BE REMOVED
N.T.S.
LINEUTILITY
EXISTING
18" MAX.
12" MIN.
(TYP.)
LINE
P.C. CONCRETE
2500 P.S.I.
UTILITY
PROPOSED
D.I.P.
6"
6"
6"
6"
6" MIN
WIDTH
TRENCH
18
"
M
I
N
12" MIN
UTILITY CROSSING
CONCRETE (MINIMUM)
3,500 P.S.I.
FACE OF CURB
6"
1"
6"
SUBGRADE
BASE
STONE
PAVING
EX
T
E
N
D
T
O
BO
T
T
O
M
O
F
PA
V
I
N
G
S
E
C
T
I
O
N
18
"
7"
BACK OF CURB
NOTES
1.EXPANSION JOINTS REQUIRED AT ALL STRUCTURES AND CURB
RETURNS. 25 FOOT MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS.
2.3,500 P.S.I. CONCRETE WITH SMOOTH FINISH.
3.COMPACT SUBGRADE TO 95% STANDARD PROCTOR.
4.SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.
R7
HEADER CURB
N.T.S.
N.T.S.
18"WIDTH MIN
3"MIN
6"
18
"
24
"
4"MIN
6"
SITE LIGHTING TRENCH
CONDUIT(S) QUANTITY AS
INDICATED ON THE ELECT.
DRAWINGS SIZE CONDUIT
IN ACCORDANCE WITH
NEC (3\4" MINIMUM)
BEDDING MATERIAL
COMPACTED SAND
BACKFILL MATERIAL, COMMON
BACKFILL OR COMPACTED
GRAVEL BACKFILL IN
PAVEMENT AREAS
6" YELLOW WARNING
TAPE (TYP.)
TOPSOIL, PLANTING
OR PAVEMENT AREA
SUBGRADE ELEVATION
EXISTING OR
PROPOSED GRADE
N.T.S.
SEE NOTE #2
BUILDING
SCHEDULE
DOWNSPOUT PVC PIPE
NOTES:
1'-6" MIN.
FITTINGS AS NEEDED
8" x 8" 10"
x 10" 12" x
12" 4" x 6"
9" x 9"
12" Dia.
15" Dia.
18" Dia.
12" Dia.
15" Dia.
1.PIPE SHALL BE SCHEDULE 40 PVC.
2.ALL CONNECTIONS SHALL BE WATERTIGHT.
3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING.
SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN.
4.BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. INSTALL
PIPES CLEAR OF PORCHES, BOLLARDS, AND OTHER BUILDING APPURENTANCES.
DOWNSPOUT COLLECTOR
GRANULAR BACKFILL
COMPACTED TO 95%
PROCTOR
SCH 40 PVC ADAPTER/
REDUCER OR AS
NECESSARY TO MAKE
CONNECTION
WATER TIGHT
CONNECTION
SEE GRADING PLAN FOR SIZE
OF COLLECTOR
DOWNSPOUT SHOULD EXTEND
THROUGH 12 GAUGE SCREEN.
SEE ARCHITECTURAL PLANS FOR
SIZE
WIRE MESH SCREEN
SIZED TO FIT IN PVC BELL
(SCH 40 PVC) PIPE
WITH BELL FITTING
RE:SCHEDULE FOR SIZE
3,500 P.S.I.
CONCRETE (MINIMUM)
FACE OF CURB
1"
6"
PAVING
STONEBASE
SUBGRADE
6"
6"
12
"
BACK OF CURB
11"
NOTES
18"
N.T.S.
6"
MIN.
1'-0"
MIN.
STANDARD 18"
CONCRETE CURB
AND GUTTER "C"
1.EXPANSION JOINTS REQUIRED AT ALL STRUCTURES AND CURB
RETURNS. 25 FOOT MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS.
2.3,500 P.S.I. CONCRETE WITH SMOOTH FINISH.
3.COMPACT SUBGRADE TO 95% STANDARD PROCTOR.
4.SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.
1" / FT SLOPE
TYPICAL LIGHTING POLE BASE DETAIL 04/19/16
N.T.S.
N.T.S.
1/4" (TYP.)
45°
1/2"R (TYP.)
8"
(TYP.)
2"(TYP.)
6"
(TYP.)
6"
(TYP.)
2"
(TYP.)
PAVING
PROPOSED
4" (TYP.)
OR SAWED JOINT
TOOLED JOINT
TRAFFIC
SCORE WITH STIFF-
JOINT SEALANT
SIDEWALK DEPTH
1/4"R (TYP.)
1/2"R (TYP. AT
BUILDING
PROPOSED
SIDEWALK WIDTH VARIES (SEE PLAN VIEW)
EXPANSION JOINT
BRISTLED BROOM
PERPENDICULAR TO SLOPE 1/4" FT./FT.
TOWARD STREET
4" AGGREGATE BASE
COURSE COMPACTED TO
98% STD. PROCTOR (ASTM D698) (TYP.)
(SEE SPECIFICATIONS)
JOINT SHALL BE
TOOLED JOINT)
SEE SPECS.
1/4 OF
1.WHERE REQUIRED REINFORCEMENT WILL BE No. 3 BARS 24" O.C. EACH WAY (MAX.
SPACING), OR 6 X 6 -W1.4 X W1.4 WWF CONCRETE TO BE 4", 3500 P.S.I. P.C. CONCRETE.
2.TOOLED CONTRACTION JOINT IN FRESH CONCRETE TO BE GROOVED JOINT 1/4 OF
CONCRETE DEPTH MIN. WITH 1/2" MIN. RADIUS ON EXPOSED EDGES.
3.SAWED CONTRACTION JOINT TO BE 1/4 OF CONCRETE DEPTH MIN. AND FILLED WITH
CONTINUOUS LENGTHS OF JOINT SEALANT AS SPECIFIED IN SECTION 02520-2.01 OF THE
SPECIFICATIONS.
4.PATHFINDER DETECTABLE WARNING SURFACE AVAILABLE FROM CARSONITE
INTERNATIONAL, CARSON CITY, NV (800) 648-7974 3' WIDE - DOT 12"x12"x1/4" OVERLAY,
OR EQUAL.
CONCRETE SIDEWALK AT BUILDING
NOTES:
CONTRACTION JOINT
EXPANSION JOINT
SECTION A-A
GENERAL NOTES:
1.ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER.
2.REFER GRADING PLAN FOR PIPE SIZES, LOCATIONS, AND INVERTS.
3.A SQUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A ROUND MANHOLE. PIPES SHALL CONNECT TOTHE ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE AT CORNERS OF MANHOLE.
4.ALL REINFORCING BARS TO BE GRADE 60.
5.ALL REINFORCING BARS TO HAVE 2" COVER.
6.OPENINGS FOR INLET & OUTLET PIPES ARE LOCATED AS REQUIRED PER GRADING PLAN.
7.A 6'x6' PAINTED STRIPED AREA SHALL BE CENTERED ON THE SIPHONIC BREAK STORM MANHOLE TO PREVENT ANYPARKING OR COVERING OF THE VENTED GRATE WITH ANY OBJECTS. THIS STRIPED AREA SHALL BE PAINTED WITH 4"SOLID TRAFFIC YELLOW STRIPES WITH 18" SPACING AT 45° ANGLE.
8.PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER.
PRECAST MANHOLE SPECIFICATIONS
ASTM C478 - PRECAST REINFORCED CONCRETE MANHOLE SECTIONS
ASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES
CONCRETE: 4000 PSI AE (MIN.)JOINT: WATERTIGHT RUBBER GASKET
N.T.S.
REFER TO ARCH. PLANS FOR LOCATION
VENTED GRATE FOR THESIPHONIC BREAK MANHOLE
4" SOLID TRAFFIC YELLOWPAINTED EDGE STRIPE
4" SOLID TRAFFIC YELLOWPAINTED STRIPE WITH 18"SPACING AT 45° ANGLE
N.T.S.
DTSPHNCMH 02-16-15
24"7'-0"9'-5"7'-10"
SUBGRADECOMPACTED
SECTION "A"-"A"
ELEVATION
DIAGONAL @ COVERW1 = 7' OR LESS #4's @ 8" E.W.
#4's @ 6" E.W.
#4's @ 6" E.W.
#4'S @ 6" E.W.
W2 = 7' OR GREATERW1 = 7' OR GREATER
W2 = 7' OR GREATER
DIAGONAL @ COVER
DIAGONAL @ COVER
DIAGONAL @ COVER
36"
30"
42"
48"
STEEL
REINFORCEMENT SCHEDULE, TOP
6" + PIPE THICKNESS
6" + PIPE THICKNESS
#4's @ 8" E.W.
#4's @ 8" E.W.
REINFORCEMENT SCHEDULE, WALLS
TABLE OF "T" & "N" DIMENSIONS
W2 = 7' OR LESS
W1 = 7' OR LESS
DIMENSIONS
WIDTH ("W")
GREATER THAN 7'
BETWEEN 4' & 7'
SECTION
"A"
"A"
SECTION WIDTH ("W")
GREATER THAN 7'
BETWEEN 4' & 7'
4'
DIAGONAL @ COVER
DIAGONAL @ COVER
SPECIAL PATTERN
"T"
8"
8"
"N"
8"
6"
"D"
10'-6"
9'-2"
13'-2"
11'-10"
#4's @ 9"
#6's @ 9"
#5's @ 4 1/2"
HOR.
9'-4"
8'-2"
11'-8"
10'-6"
VERT.
#4's @ 10"
#4's @ 10"
#4's @ 10"
12'-6"
11'-0"
14'-2"
15'-10"
"A"
PLAN
"A"
PIPE
_24"
SINGLE
SIZE
36"
42"
60"
48"
30"
DOUBLE
CORNER BAR
10"
10
"
90°
4'-0"
5'-11"
5'-3"
7'-10"
6'-7"
4'-7"
FOR "A" SECTION ONLY
SKEW OF CROSS DRAIN
TABLE OF 'W' DIMENSIONS
4'-0"
5'-3"
4'-0"
7'-0"
5'-10"
4'-0"
STRAIGHT
5'-8"
7'-3"
6'-5"
9'-8"
8'-0"
4'-10"
30°45°
#4's @ 6" E.W.
REINFORCEMENT SCHEDULE, BASE
SECTION
"A"
EXTERIOR FACE OF
BUILDING WALL
SITE GRADES(REFER CIVIL SITEGRADING PLAN)
RE
F
E
R
T
O
A
R
C
H
.
PL
A
N
S
F
O
R
D
E
P
T
H
REFER TO ARCH. PLANS FOR LOCATION
REFER TOARCH. PLANS
GROUT BOTTOMTO SLOPE TOOUTLET PIPE
NOTE: TOP OF MANHOLE TO BE LEVEL
WITH FINISH GRADE UNLESS OTHERWISENOTED OR DIRECTED BY THE ENGINEER.USE ADJUSTMENT RINGS AS REQUIRED
BUT NOT TO EXCEED 12".
2'-0"
(MIN.)
1'-0"
"N"
"A
"
S
E
C
T
I
O
N
"W"(4'-0")MIN."N"
1'-0"
"H
"
H
E
I
G
H
T
"H
"
H
E
I
G
H
T
"T
"
1'-0"
"N"
"N"
"A
"
S
E
C
T
I
O
N
(M
A
X
.
1
5
'
-
0
"
)
''
D
'
'
P.C. CONCRETE
"W"(4'-0")MIN.
''
D
'
'
"F
"
"P
"
"N"
"P" = PAVEMENT THICKNESS"F" = FRAME HEIGHT
SEE INSET "A"
INSET "A"
RING
& CO
V
E
R
RING & VENTED COVERPER SITEWORKSPECIFICATIONS
RING & VENTED COVER PERSITEWORK SPECIFICATIONS
CORNER BARS - SAME SIZE ANDSPACING AS HORIZONTAL BARS
P.C. CONCRETE(PER SITEWORK SPECIFICATION SECTION 02751)FULL DEPTH OF FRAME HEIGHT TO OUTSIDE
EDGE OF MANHOLE
INVERT ELEVATION
(REFER TO ARCH./
MEP PLANS)
INVERT ELEVATION
(REFER TO CIVIL PLANS)
"W
2
"
"W1"
ROOF SLOPE
ASSOCIATE CANOPY
DOWNSPOUT COLLECTOR
DOWNSPOUT
CONCEALED WITHIN
COLUMN
CANOPY COLUMN
N.T.S.
SEE NOTE #2
NOTES:
1.PIPE SHALL BE SCHEDULE 40 PVC.
2.ALL CONNECTIONS SHALL BE WATERTIGHT.
3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED.
4.INSTALL PIPES CLEAR OF PORCHES, BOLLARDS, AND OTHER BUILDING APPURENTANCES.
SEE GRADING PLAN FOR SIZE
OF COLLECTOR
WATER TIGHT
CONNECTION
FITTINGS AS NEEDED
BUILDING
PROPOSED CANOPY
SEE ARCHITECTURAL
PLANS
CONC. SIDEWALK
8" GRAVEL
1'-6"
DIAMETER
FINISHED GRADEPAVEMENT OR FINISHED GRADEPAVEMENT OR
PAVEMENT REPAIR FOR
BOLLARD REMOVAL
COMPACTED SOIL TO
95% STANDARD
PROCTOR
NEW ASPHALT OR
CONCRETE TO MATCH
PAVEMENT SECTION
N.T.S.
CONCRETE ADA RAMP
1.
5
%
M
A
X
.
SIDEWALK
FRONT EDGE
OF SIDEWALK
7.
5
%
M
A
X
.
7.3'
9.0% MAX.
AT CURB
9.0% MAX.
AT CURB
1.5% MAX.
GUTTER
FLOWLINE
TOP OF RAMP
ROUNDED
7.5% MAX.
4'
1.5% MAX.
N.T.S.
CONCRETE ADA RAMP
SECTION
6'
(
M
I
N
.
)
NOTES FOR CONCRETE ADA RAMP:
1.THE ADJACENT SURFACES AT TRANSITIONS AT CURB
RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT
THE SAME LEVEL.
2.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD
SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24
INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN
1V:20H (5.0%). GUTTER PAN SLOPE SHALL NOT EXCEED 1"
OF DEPTH FOR EACH 2'-0" OF WIDTH.
3.THE DETECTABLE WARNING SURFACE WILL BE A
RECTANGLE AS SHOWN AT THE BACK OF CURB, UNLESS
MODIFIED IN THE PROJECT PLANS. CURB RAMPS SHALL
HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS
THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP.
DETECTABLE WARNING SURFACES SHALL EXTEND THE
FULL WIDTH OF THE RAMP EXCEPT A MAXIMUM GAP OF 1
INCH IS ALLOWED ON EACH SIDE OF THE RAMP.
DETECTABLE WARNING SURFACES SHALL CONFORM TO
THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS.
SURFACE COURSE1.5" (S-9.5B)
AGGREGATE BASE6"
RESIDUAL SOIL OR
COMPACTED FILL
3" (1-19B)BINDER COURSE
N.T.S.
STANDARD DUTY ASPHALT
PAVING SPECIFICATION
THIS PAVEMENT DETAIL IS BASED ON THE GEOTECHNICAL REPORT FOR
INTERTEK PSI, DATED 10/29/2025. THE CONTRACTOR SHOULD CLARIFY
ANY DISCREPANCY BETWEEN THE GEOTECHNICAL REPORT AND THIS
DETAIL PRIOR TO BIDDING OR CONSTRUCTING.
SURFACE COURSE1.5" (S-9.5B)
AGGREGATE BASE8"
RESIDUAL SOIL OR
COMPACTED FILL
3.5" (1-19B)BINDER COURSE
N.T.S.
HEAVY DUTY ASPHALT
PAVING SPECIFICATION
THIS PAVEMENT DETAIL IS BASED ON THE GEOTECHNICAL REPORT FOR
INTERTEK PSI, DATED 10/29/2025. THE CONTRACTOR SHOULD CLARIFY
ANY DISCREPANCY BETWEEN THE GEOTECHNICAL REPORT AND THIS
DETAIL PRIOR TO BIDDING OR CONSTRUCTING.
WHEN MEDIAN IS CONCRETE
CONCRETE ASSPECIFIED ON PLANS
STANDARD PROCTOR (TYPICAL)COMPACTED TO 95 % 4" AGGREGATE BASE COURSE
4" Min.
SEE SITE PLAN FOR WIDTH
CONCRETE ISLAND ONLY1/2" EXPANSION JOINT
6"
6"
6"
S1Q N.T.S.
NOTE:EXTEND CURBING TO BOTTOM OFPAVING SECTION (18" MAXIMUM)
4" MINIMUM TOP SOILWHEN SOD OR PLANTEDMEDIAN
4" Min.
SPECIFIED ON PLANSSOD OR LANDSCAPE AS MAINTAIN POSITIVE DRAINAGEIN MEDIAN UNLESS OTHERWISE NOTED
TYPE SEE SITE PLANCURB VARIES
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
I
N
C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
BL
12/04/25
24000546
CI
T
Y
O
F
W
I
L
M
I
N
G
T
O
N
,
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
NC
80
3
5
M
A
R
K
E
T
S
T
.
SU
P
E
R
C
E
N
T
E
R
#
04
0
6
5
.
2
7
5
C700SITE CONSTRUCTION DETAIL SHEET 1
FACE OF CURB
PICKUP PARKING SIGNAGE.
WALMART FURNISHED,
CONTRACTOR INSTALLED.
CENTER SIGN IN PARKING STALL.
REF SITE PLAN BASE DETAILS
18
'
-
0
"
MA
T
C
H
E
X
I
S
T
I
N
G
S
T
A
L
L
L
E
N
G
T
H
3'
-
0
"
MI
N
9'-6" CL TO CL
TYP
NOTE TO CONTRACTOR:
INSTALL SEAL COAT ON EXISTING ASPHALT PAVING AT
ANY STRIPED AREA THAT IS PART OF THE PICKUP
SCOPE OF WORK. FOR EXISTING CONCRETE
SURFACES, G.C. TO PREPARE SURFACE FOR PAINT
ONLY.
G.C. TO SEAL COAT
STRIPING PER SPEC
SECTION 02787
REF SP1
4"
TYP
N.T.S.
OPD PARKING STALL 18'
MATCH COLOR OF EXISTING
STRIPING IN PARKING LOT
STALLS IN PARKING LOT
(ONLY YELLOW OR WHITE)
NOTE TO CONTRACTOR:
SIGN WILL BE MOUNTED DIRECTLY TO WALL W/ (4) 1/4"
MASONRY SCREWS AT EACH SIGN IF CANOPY OR
PARKING SPACE IS WITHIN 8'-0" OF BUILDING.
8'
-
0
"
C
L
E
A
R
M
I
N
BUILDING WALL
STOP SIGN LOCATION WHERE STOP BAR AND TEXT
CONFLICTS WITH CROSSWALK MARKINGS
30"X30" STOP
SIGN
4'-0" MIN.
VARIES DEPENDING ON
CURB RADIUS (TYP.)
R1-5b "STOP HERE FOR
PEDESTRIANS" SIGN
EDGE OF INTERSECTING TRAVEL
WAY
EXISTING
RAMP (TYP.)
EXISTING SIDEWALK
(TYP.)
EXISTING LANDSCAPE
ISLAND (TYP.)
EXISTING CROSSWALK
BFR (BUILDING FRONTAGE ROAD)
INGRESS FROM / EGRESS TO PUBLIC ROAD
PU
B
L
I
C
R
O
A
D
SIGN LOCATION WHEN STOP CONDITION AT BFR WITH CROSSWALK ON PARKING LOT SIDE
SIGN LOCATION WHEN STOP CONDITION AT END OF BUILDING ALONG BFR WITH CROSSWALK
N.T.S.
36"X36" STOP SIGN OR "R1-5b"
STOP HERE FOR PEDESTRIAN
SIGN AS APPROPRIATE
6'-0" MIN.
4'-0" MIN.
VARIES DEPENDING
ON CURB RADIUS
(TYP.)
EXISTING
CROSSWALK (TYP.)
30"X30" STOP
SIGN
R1-5b "STOP HERE FOR
PEDESTRIANS" SIGN
03/21/19
20'
4" WIDE DOUBLE
SOLID YELLOW STRIPE
20
'
4" WIDE DOUBLE
SOLID YELLOW STRIPE
VA
N
VA
N
(APPLICABLE TO STRIPED OR RAISED ISLANDS BASED ON SITE CONDITIONS)
NOTES:
1.REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINAL LAYOUT,
DIMENSIONS AND SIGN LOCATION.
2.SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THE THREE
OPTIONS.
3.ONLY RELOCATE SIGN POST IF OFFSET MORE THAN 9' FROM LEADING EDGE
OF CROSSWALK (EITHER SIDE IN EITHER DIRECTION) ALONG BFR.
CROSSWALK OFF-SET FROM CENTER OF VESTIBULE
INSET "A"
"STOP HERE FOR PEDESTRIAN" SIGN LOCATION
WHEN LEADING EDGE OF CROSSWALK LANDS
BETWEEN DRIVE AISLE AND ACCESSIBLE PATH.
INSET "B"
"STOP HERE FOR PEDESTRIAN" SIGN LOCATION
WHEN LEADING EDGE OF CROSSWALK IS
ALIGNED WITH EDGE OF ACCESSIBLE PATH.
CROSSWALK CENTERED ON VESTIBULE
CROSSWALK OFF-SET FROM CENTER OF VESTIBULE
CROSSWALK CENTERED ON VESTIBULE
EDGE OF
DRIVE AISLE
"STOP FOR
PEDESTRIANS" SIGN -
SEE NOTE 3 BELOW (IF
RELOCATION IS
REQUIRED, PAIR WITH
LEADING EDGE OF
CROSSWALK)
"STOP FOR PEDESTRIANS" SIGN - SEE
NOTE 3 BELOW (IF RELOCATION IS
REQUIRED, PAIR WITH LEADING EDGE
OF CROSSWALK OR 9' FROM EDGE OF
DRIVE ISLE).
SEE INSET "B"
"STOP FOR PEDESTRIANS" SIGN -
SEE NOTE 3 BELOW (IF
RELOCATION IS REQUIRED, PAIR
WITH LEADING EDGE OF
CROSSWALK)
"STOP FOR PEDESTRIANS" SIGN
- SEE NOTE 3 BELOW (IF
RELOCATION IS REQUIRED, PAIR
WITH LEADING EDGE OF
CROSSWALK OR 9' FROM EDGE
OF DRIVE ISLE).
SEE INSET "C"
"STOP FOR PEDESTRIANS"
SIGN - SEE NOTE 3 BELOW
(IF RELOCATION IS
REQUIRED, PAIR WITH
LEADING EDGE OF
CROSSWALK)
"STOP FOR PEDESTRIANS" SIGN - SEE
NOTE 3 BELOW (IF RELOCATION IS
REQUIRED, PAIR WITH LEADING
EDGE OF CROSSWALK OR 9' FROM
EDGE OF DRIVE ISLE).
SEE INSET "B"
"STOP FOR PEDESTRIANS" SIGN -
SEE NOTE 3 BELOW (IF
RELOCATION IS REQUIRED, PAIR
WITH LEADING EDGE OF
CROSSWALK)
"STOP FOR PEDESTRIANS" SIGN - SEE
NOTE 3 BELOW (IF RELOCATION IS
REQUIRED, PAIR WITH LEADING
EDGE OF CROSSWALK OR 9' FROM
EDGE OF DRIVE ISLE).
SEE INSET "A"8" WHITE STRIPE
TRANSVERSE LINE IN
PARKING AISLE (OK,
THIS SIDE ONLY)
8" WHITE STRIPE
6" WHITE STRIPES
24" O.C.
8" WHITE STRIPE
6" WHITE
STRIPES 24" O.C.
8" WHITE STRIPE
6" WHITE STRIPES
24" O.C.
8" WHITE STRIPE
6" WHITE STRIPES
24" O.C.
8" WHITE STRIPE 8" WHITE STRIPE
8" WHITE STRIPE
INSET "C"
"STOP HERE FOR PEDESTRIAN" SIGN LOCATION
WHEN LEADING EDGE OF CROSSWALK LANDS
BEFORE OR WITHIN DRIVE AISLE.
4'
VARIES NEVER
LESS THAN 9'
VARIES
NEVER LESS
THAN 9'
4'
36'36'20'
61'36'
NO SIGN WITHIN
4'X9' AREA
CROSSWALK
LEADING EDGE
NO SIGN WITHIN
4'X9' AREA
NO SIGN WITHIN
4'X9' AREANO SIGNS WITHIN
4'X9' AREA
NO SIGN WITHIN
4'X9' AREA
NO SIGN WITHIN
4'X9' AREA
NO SIGN WITHIN
4'X9' AREA
NO STOP SIGNS
WITHIN 4'
OFFSET FROM
DRIVE AISLE
NO STOP SIGNS WITHIN 4'
OFFSET FROM DRIVE AISLE
NO STOP SIGNS
WITHIN 4' OFFSET
FROM DRIVE AISLE
NO STOP SIGNS
WITHIN 4' OFFSET
FROM DRIVE AISLE
NO STOP SIGNS WITHIN 4'
OFFSET FROM DRIVE AISLE
NO STOP SIGNS WITHIN 4'
OFFSET FROM DRIVE AISLE
CROSSWALK
LEADING EDGE
4'
VARIES
NEVER LESS
THAN 9'
NO SIGN WITHIN
4'X9' AREA
CROSSWALK
LEADING EDGE
NO STOP SIGNS
WITHIN 4' OFFSET
FROM DRIVE AISLE
SEE ADDITIONAL
NOTE "B" BELOW
ADDITIONAL NOTES FOR INSET "C":
A.IF CROSSWALK LEADING EDGE IS LESS THAN
HALF WAY ACROSS THE DRIVE AISLE, THE
CROSSWALK SIGN WILL LAG THE LEADING EDGE.
B.IF CROSSWALK LEADING EDGE IS BEYOND HALF
WAY ACROSS THE DRIVE AISLE, THE CROSSWALK
SIGN WILL LEAD THE LEADING EDGE.
SEE ADDITIONAL
NOTE "A" BELOW
SIGN LOCATION AND VESTIBULE CROSSWALK STRIPING
6" WHITE STRIPES
24" O.C. (TYP.)
8" WHITE STRIPE
(TYP. EACH SIDE)
MATCH EXISTING
MA
T
C
H
E
X
I
S
T
I
N
G
NOTES:
1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL
CODE REQUIREMENTS AND AS OUTLINED IN SECTION
3B.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS.
2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER
THIS DETAIL.
3.THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE
WHITE.
W/ LONGITUDINAL STRIPES
N.T.S.
CROSSWALK MARKING
(MODIFIED)
SOLID ARROW PAVEMENT MARKINGS
N.T.S.
NOTES:
1.WORDS AND ARROWS SHALL BE
APPLIED IN ACCORDANCE WITH
SECTION 3B.20 OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND
HIGHWAYS.
2.THESE WORDS ARE TO BE
PAINTED "RETROREFLECTIVE
WHITE WITH GLASS BEADS", PER
SPECIFICATIONS, WHEN AT EXITS
FROM PARKING LOT TO PUBLIC
STREETS.
SOLID ARROW MARKINGS
1'-4"
8'
-
0
"
1'-4"1'-4"1'-4"
4"4"4"
8'
-
0
"
6'-0"
10
'
-
0
"
8'
-
0
"
6'-0"
7'-3"
AS INDICATED ON PLANS
AS INDICATED ON PLANS
"ONLY" PAVEMENT MARKING
PAINTED "RETROREFLECTIVE WHITE"
13
'
-
0
"
N.T.S.
STOP FOR PEDESTRIANS
LEGEND, BORDER - BLACK
BACKGROUND - WHITE (RETROREFLECTIVE)
STOP SYMBOL - RED (RETROREFLECTIVE)
R1-5b
NOTE:
SIGNS SHALL
HAVE DIAMOND
GRADE, ASTM
TYPE XI,
SHEETING.
30
"
30"
WHITE LEGEND RED BACKGROUND
R1-1
N.T.S.
30"X30" STOP SIGN
WITHIN PARKING LOT
NOTE:
SIGNS SHALL
HAVE DIAMOND
GRADE, ASTM
TYPE XI,
SHEETING.
30"
30
"
WHITE LEGEND RED BACKGROUND
R1-1
N.T.S.
NOTES:
1.36" STOP SIGN
SHALL BE
MOUNTED ON
DOUBLE POST
WITH BREAK
AWAY POST.
2.SIGNS SHALL
HAVE DIAMOND
GRADE, ASTM
TYPE XI,
SHEETING.
36"X 36" STOP SIGN
AT HIGHWAY/STREET INTERSECTIONS
36
"
N.T.S.
NOTES:
1.ARROWS SHALL BE APPLIED IN
ACCORDANCE WITH SECTION 3B.20
OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS.
2.OPEN ARROWS SHALL CONSIST OF
A 4" PERIMETER STRIPE.
AS INDICATED ON PLANS
PAINTED "WHITE"
OPEN ARROW MARKINGS
OPEN ARROW PAVEMENT MARKINGS
(MODIFIED)
1'-0"
6'
-
4
"
4"
BLACK LEGEND YELLOW BACKGROUND
W4-4P
N.T.S.
18
"
24"
"CROSS TRAFFIC" PLAQUE
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE XI, SHEETING.
PAINTED
TRAFFIC WHITE
6"
8" TYP.
7'-4"
2'-0" TYP.
N.T.S.
OPD CROSSWALK MARKING
SINGLE POST WITH BOLLARD
SIGN LOCATIONS - 60° PARKING
PAINTED ENDCAP - 60°
SIGN LOCATIONS - 90° PARKING
PAINTED ENDCAP - 90°
SQUARE TUBE BREAK AWAY POST
PLAN VIEW PARTIAL ELEVATION
SURFACE
SINGLE POST WITH BREAK AWAY POST
SIGN LOCATIONS - 60° PARKING
CURBED ISLAND - 60°
SIGN LOCATIONS - 90° PARKING
CURBED ISLAND - 90°
N.T.S.
SIGN MOUNTING AND BASE
OR OR
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
NOTE:
ALL SIGNS LOCATED ON THE
BUILDING SIDE OF THE BFR
ARE TO BE INSTALLED ON A
SINGLE POST WITH BOLLARD.
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE XI, SHEETING.
NOTES FOR SINGLE POST WITH
BOLLARD:
1.ALL SIGNS SHALL COMPLY WITH
U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S
"MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH
MANUFACTURER'S
INSTRUCTIONS.
2.GALVANIZED SQUARE TUBE
POST TUBES - 2"X2" 12ga
POST TUBE SHALL MEET ASTM
A1011 GRADE 50.
POST TUBE GALVANIZED AS PER
ASTM A653 GRADE 90.
ED
G
E
O
F
T
R
A
V
E
L
W
A
Y
PAVED SURFACE
NOTES FOR SINGLE POST WITH BREAK AWAY POST:
1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.
MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
2.GALVANIZED SQUARE TUBE
POST TUBES - 2"X2" 12ga
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2-1/4"x2-1/4" 12ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER
ASTM A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A
MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP
WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.
18"Ø4'-0"
4'
-
0
"
3'
-
0
"
7'-
0
"
(
M
I
N
.
)
GALVANIZED
SQUARE TUBE
USE 4" SCH. 40 STEEL PIPE FILLED
W/ CONCRETE WITH TOP ROUNDED
AND PAINTED TRAFFIC YELLOW
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
ED
G
E
O
F
T
R
A
V
E
L
W
A
Y
4'-0"
7'
-
0
"
(
M
I
N
.
)
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
GALVANIZED
SQUARE TUBE
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
SEE BREAK AWAY
TUBE POST
12"Ø
27
"
GROUND SURFACE
3"
M
I
N
.
-
4"
M
A
X
.
5/16" GR. 5
SERRATED
FLANGED NUT
5/16" GR. 5
FLANGED BOLT
4'-0"
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)
4'
-
0
"
VA
R
I
E
S
D
E
P
E
N
D
I
N
G
ON
C
U
R
B
R
A
D
I
U
S
4'-0"
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)
4'-
0
"
VA
R
I
E
S
D
E
P
E
N
D
I
N
G
ON
C
U
R
B
R
A
D
I
U
S
LAYOUT PER STRIPING
DETAIL/SITE PLANLAYOUT PER STRIPING
DETAIL/SITE PLAN
30" "STOP" SIGN MOUNTED
TO POST WITH BREAK
AWAY POST
36" "STOP" SIGN SHALL BE
INSTALLED ON POST WITH
BOLLARD
30" "STOP" SIGN
MOUNTED TO POST
WITH BREAK AWAY
POST
36" "STOP" SIGN
SHALL BE INSTALLED
ON POST WITH
BOLLARD
"STOP FOR PEDESTRIAN" SIGN
ON POST (ALL SIGNS EQUAL TO
OR GREATER THAN 36" IN
WIDTH SHALL BE MOUNTED ON
POST WITH BOLLARD)
"STOP FOR PEDESTRIAN" SIGN ON POST
(ALL SIGNS EQUAL TO OR GREATER
THAN 36" IN WIDTH SHALL BE
MOUNTED ON POST WITH BOLLARD)
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)LAYOUT PER STRIPING
DETAIL/SITE PLANLAYOUT PER STRIPING
DETAIL/SITE PLAN
4'-0"
4'-
0
"
"STOP" SIGN ONLY - ON
POST WITH BOLLARD
4'-0"
4'
-
0
"
4'
-
0
"
4'
-
0
"
"STOP FOR PEDESTRIAN" SIGN
ON POST WITH BOLLARD
"STOP FOR PEDESTRIAN" SIGN
ON POST WITH BOLLARD
"STOP" SIGN
ONLY - ON POST
WITH BOLLARD
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
DOUBLE POST WITH BREAK AWAY POSTS
GROUND SURFACE
ED
G
E
O
F
T
R
A
V
E
L
W
A
Y
6'-0"
GALVANIZED
SQUARE TUBE
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
SEE BREAK AWAY
TUBE POST
7'
-
0
"
(
M
I
N
.
)
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
12"Ø
27
"
24" 0.C.
GROUND
36" STOP SIGN
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE XI, SHEETING.
AT CROSSWALKS AT INTERSECTIONS
AT INTERSECTIONS AT INTERSECTIONS
AT CROSSWALKS
5'-9"(TYP.)
6"(TYP.)
2'-0"(TYP.)
4"(TYP.)
"ENTER" PAVEMENT MARKER W/ARROW
DTENTER
N.T.S.
12/17/04
4" (TYP.)
NOTE: ALL TRAFFIC FLOW ARROWS
3"(TYP.)
DIMENSIONS ABOVE.
TO BE SOLID YELLOW REFLECTIVE
TRAFFIC PAINT PER
3'
-
0
"
(
T
Y
P
.
)
3'-
9
"
1'
-
9
"
1'-
0
"
2'
-
0
"
N.T.S.
12" x 18" EXIT SIGN
WITHIN PARKING LOT
NOTE:
SIGNS SHALL
HAVE DIAMOND
GRADE, ASTM
TYPE XI,
SHEETING.
12"
18
"
N.T.S.
90°90°
4" WHITE
STRIPING (TYP.)
SEE SITE PLANS
SE
E
S
I
T
E
P
L
A
N
S
CURB & GUTTER
90° PARKING
SPACE STRIPING
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
I
N
C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
BL
12/04/25
24000546
CI
T
Y
O
F
W
I
L
M
I
N
G
T
O
N
,
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
NC
80
3
5
M
A
R
K
E
T
S
T
.
SU
P
E
R
C
E
N
T
E
R
#
04
0
6
5
.
2
7
5
C710SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET 1
03/16/20
NOTE:
1.WORDS AND LINES SHALL BE APPLIED IN
ACCORDANCE WITH SECTIONS 3B.16 AND
3B.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2.THESE WORDS AND BAR ARE TO BE
PAINTED "WHITE" WHEN IN PARKING LOT
AND "RETROREFLECTIVE WHITE WITH GLASS
BEADS", PER SPECIFICATIONS, WHEN AT
EXITS FROM PARKING LOT TO PUBLIC
STREETS.
N.T.S.
STOP PAVEMENT MARKINGS - PARKING LOT
WHERE INTERSECTING DRIVES ARE AT 90°
WITH STOP SIGN
(AS SHOWN ON PLANS)
SEE PLAN
4"
STROKE WIDTH
4" (TYP.)
4"
4"
8'
-
0
"
1'-4"1'-4"1'-4"1'-4"
1'-
4
"
12
"
EDGE OF CROSSWALK OR INTERSECTING TRAVEL
WAY
4'-
0
"
STOP BAR
STOP SIGN (TYP.)
36"X36" AT HIGHWAY/STREET
INTERSECTIONS
30"X30" WITHIN PARKING LOT
20
'
4" WIDE DOUBLE SOLID
YELLOW STRIPE (AS SHOWN
ON PLANS)
4'-0" MIN.
90° PARKING
60° PARKING - ONE-WAY DRIVE AISLE
60° PARKING - TWO-WAY DRIVE AISLE
CENTERLINE OF TWO-WAY
DRIVE AISLE
TEXT CENTERED
ON DRIVE AISLE
STOP BAR EXTENDS
THE ENTIRE WIDTH
OF DRIVE AISLE
4'-0" MIN.
4'-0" MIN.
4'
-
0
"
4'-0" MIN.
4'
-
0
"
4'
-
0
"
STOP SIGN
STOP SIGN
STOP SIGN
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'
-
0
"
M
I
N
.
8"
4'
-
0
"
4'
-
0
"
4'
-
0
"
NOTE:
1.WORDS AND LINES SHALL BE APPLIED IN
ACCORDANCE WITH SECTIONS 3B.16 AND
3B.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2.THESE WORDS AND BAR ARE TO BE
PAINTED "WHITE" WHEN IN PARKING LOT
AND "RETROREFLECTIVE WHITE WITH GLASS
BEADS", PER SPECIFICATIONS, WHEN AT
EXITS FROM PARKING LOT TO PUBLIC
STREETS.
N.T.S.
STOP PAVEMENT MARKINGS - PARKING LOT
WHERE INTERSECTING DRIVES ARE AT 90°
WITHOUT STOP SIGN
(AS SHOWN ON PLANS)
SEE PLAN
4"
STROKE WIDTH
4" (TYP.)
4"
4"
8'
-
0
"
1'-4"1'-4"1'-4"1'-4"
1'-
4
"
12
"
4'-
0
"
STOP BAR
20
'
4" WIDE DOUBLE SOLID
YELLOW STRIPE (AS SHOWN
ON PLANS)
90° PARKING
60° PARKING - ONE-WAY DRIVE AISLE
60° PARKING - TWO-WAY DRIVE AISLE
CENTERLINE OF TWO-WAY
DRIVE AISLE
TEXT CENTERED
ON DRIVE AISLE
STOP BAR EXTENDS
THE ENTIRE WIDTH
OF DRIVE AISLE
03/16/20
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
EDGE OF CROSSWALK OR INTERSECTING TRAVEL
WAY
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'
-
0
"
4'
-
0
"
4'
-
0
"
8"
03/16/20
NOTE:
1.WORDS AND LINES SHALL BE APPLIED IN
ACCORDANCE WITH SECTIONS 3B.16 AND
3B.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2.THESE WORDS AND BAR ARE TO BE
PAINTED "WHITE" WHEN IN PARKING LOT
AND "RETROREFLECTIVE WHITE WITH GLASS
BEADS", PER SPECIFICATIONS, WHEN AT
EXITS FROM PARKING LOT TO PUBLIC
STREETS.
N.T.S.
STOP PAVEMENT MARKINGS - PARKING LOT
WHERE INTERSECTING DRIVES ARE NOT AT 90°
WITH STOP SIGN
(AS SHOWN ON PLANS)
SEE PLAN
4"
STROKE WIDTH
4" (TYP.)
4"
4"
8'
-
0
"
1'-4"1'-4"1'-4"1'-4"
1'
-
4
"
12"
E
D
G
E
O
F
C
R
O
S
S
W
A
L
K
O
R
I
N
T
E
R
S
E
C
T
I
N
G
T
R
A
V
E
L
W
A
Y
4'-0
"
STOP BAR
STOP SIGN (TYP.)
36"X36" AT HIGHWAY/STREET
INTERSECTIONS
30"X30" WITHIN PARKING LOT
20
'
4" WIDE DOUBLE SOLID
YELLOW STRIPE (AS SHOWN
ON PLANS)
4'-0" MIN.
90° PARKING
60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLE
CENTERLINE OF TWO-WAY
DRIVE AISLE
TEXT CENTERED
ON DRIVE AISLE
4'-0" MIN.
4'-0" MIN.
4'-0
"
4'-0" MIN.
STOP SIGN
STOP SIGN STOP SIGN
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'-0
"
M
I
N
.
8"
4'-0
"
4'-0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'-0
"
4'-0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'-0
"
03/16/20
NOTE:
1.WORDS AND LINES SHALL BE APPLIED IN
ACCORDANCE WITH SECTIONS 3B.16 AND
3B.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2.THESE WORDS AND BAR ARE TO BE
PAINTED "WHITE" WHEN IN PARKING LOT
AND "RETROREFLECTIVE WHITE WITH GLASS
BEADS", PER SPECIFICATIONS, WHEN AT
EXITS FROM PARKING LOT TO PUBLIC
STREETS.
N.T.S.
SEE PLAN
4"
STROKE WIDTH
4" (TYP.)
4"
4"
8'
-
0
"
1'-4"1'-4"1'-4"1'-4"
1'
-
4
"
12"
E
D
G
E
O
F
C
R
O
S
S
W
A
L
K
O
R
I
N
T
E
R
S
E
C
T
I
N
G
T
R
A
V
E
L
W
A
Y
4'-0
"
STOP BAR
20
'
4" WIDE DOUBLE SOLID
YELLOW STRIPE (AS SHOWN
ON PLANS)
90° PARKING
60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLE
CENTERLINE OF TWO-WAY
DRIVE AISLE
TEXT CENTERED
ON DRIVE AISLE
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
8"
4'-0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'-0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'-0
"
STOP PAVEMENT MARKINGS - PARKING LOT
WHERE INTERSECTING DRIVES ARE NOT AT 90°
WITHOUT STOP SIGN
(AS SHOWN ON PLANS)
N.T.S.
90° PARKING
60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE
TEXT CENTERED
ON DRIVE AISLE
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4
'
-
0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'
-
0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'
-
0
"
STOP PAVEMENT MARKINGS - PARKING LOT
WHERE INTERSECTING DRIVES ARE NOT AT 90°
WITH STOP SIGN
(AS SHOWN ON PLANS)
4'-0" MIN.
STOP SIGN
4'
-
0
"
4'-0" MIN.
STOP SIGN
4'
-
0
"
4'-0" MIN.
STOP SIGN
4'
-
0
"
NOTE:
1.WORDS AND LINES SHALL BE APPLIED IN
ACCORDANCE WITH SECTIONS 3B.16 AND
3B.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2.THESE WORDS AND BAR ARE TO BE
PAINTED "WHITE" WHEN IN PARKING LOT
AND "RETROREFLECTIVE WHITE WITH GLASS
BEADS", PER SPECIFICATIONS, WHEN AT
EXITS FROM PARKING LOT TO PUBLIC
STREETS.
SEE PLAN
4"
STROKE WIDTH
4" (TYP.)
4"
4"
8'
-
0
"
1'-4"1'-4"1'-4"1'-4"
1'-
4
"
1
2
"
EDGE
O
F
C
R
O
S
S
W
A
L
K
O
R
I
N
T
E
R
S
E
C
T
I
N
G
T
R
A
V
E
L
WAY
4'
-
0
"
STOP BAR
20
'
4" WIDE DOUBLE SOLID
YELLOW STRIPE (AS SHOWN
ON PLANS)
CENTERLINE OF TWO-WAY
DRIVE AISLE
8"
03/16/20
STOP SIGN (TYP.)
36"X36" AT HIGHWAY/STREET
INTERSECTIONS
30"X30" WITHIN PARKING LOT
4
'
-
0
"
M
I
N
.
4'-0" MIN.
N.T.S.
STOP PAVEMENT MARKINGS - PARKING LOT
WHERE INTERSECTING DRIVES ARE NOT AT 90°
WITHOUT STOP SIGN
(AS SHOWN ON PLANS)
90° PARKING
60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE
TEXT CENTERED
ON DRIVE AISLE
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4
'
-
0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'
-
0
"
STOP BAR EXTENDS
TO THE CENTERLINE
OF THE DRIVE AISLE
4'
-
0
"
NOTE:
1.WORDS AND LINES SHALL BE APPLIED IN
ACCORDANCE WITH SECTIONS 3B.16 AND
3B.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS.
2.THESE WORDS AND BAR ARE TO BE
PAINTED "WHITE" WHEN IN PARKING LOT
AND "RETROREFLECTIVE WHITE WITH GLASS
BEADS", PER SPECIFICATIONS, WHEN AT
EXITS FROM PARKING LOT TO PUBLIC
STREETS.
03/16/20
SEE PLAN
4"
STROKE WIDTH
4" (TYP.)
4"
4"
8'
-
0
"
1'-4"1'-4"1'-4"1'-4"
1'-
4
"
1
2
"
EDGE
O
F
C
R
O
S
S
W
A
L
K
O
R
I
N
T
E
R
S
E
C
T
I
N
G
T
R
A
V
E
L
WAY
4'
-
0
"
STOP BAR
20
'
4" WIDE DOUBLE SOLID
YELLOW STRIPE (AS SHOWN
ON PLANS)
CENTERLINE OF TWO-WAY
DRIVE AISLE
8"
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
I
N
C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
BL
12/04/25
24000546
CI
T
Y
O
F
W
I
L
M
I
N
G
T
O
N
,
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
NC
80
3
5
M
A
R
K
E
T
S
T
.
SU
P
E
R
C
E
N
T
E
R
#
04
0
6
5
.
2
7
5
C720SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET 2
TRAFFIC SIGNS AND SIGNALS SPECIFICATION
PART 1 - GENERAL
1.1 SUMMARY
A.SECTION INCLUDES:
1.TRAFFIC CONTROL SIGNS.
B.RELATED REQUIREMENTS:
1.SECTION 09900 - PAINTING. PAINTING FOR PAINTED POSTS WHERE SHOWN ON THE DRAWINGS.
1.2 REFERENCES
A.THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY
THE BASIC DESIGNATION ONLY.
B.ASTM INTERNATIONAL (ASTM):
1.ASTM A53 - PIPE, STEEL, BLACK AND HOT_DIPPED, ZINC_COATED WELDED AND SEAMLESS.
2.ASTM C94 - READY MIX CONCRETE
3.ASTM D4956 - RETROREFLECTIVE SHEETING FOR TRAFFIC CONTROL.
C.US DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION:
1.MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
PART 2 - PRODUCTS
2.1 SIGNS
A.CONFORM TO US DEPARTMENT OF TRANSPORTATION MUTCD. SIGN CLASSIFICATION, TYPE, SIZE, AND COLOR SHALL BE AS SHOWN ON THE DRAWINGS
B.RETROREFLECTIVITY: MICROPRISMATIC TYPE, DIAMOND GRADE REFLECTIVE SHEETING CONFORMING TO ASTM D 4956, TYPE XI.
2.2 POSTS
A.SQUARE POST: SQUARE TUBULAR STEEL SIGN POST, GALVANIZED, 12 GA, PERFORATED FULL-LENGTH WITH 7/16 INCH HOLES ON FOUR SIDES. POST SIZE SHALL
BE AS SHOWN ON THE DRAWINGS.
B.STEEL PIPE: ASTM A 53, TYPE E (ELECTRIC-RESISTANCE WELDED) OR TYPE S (SEAMLESS), GRADE B, SCHEDULE 40, SIZE AS SHOWN ON THE DRAWINGS.
2.3 CONCRETE
A.MIX CONCRETE AND DELIVER IN ACCORDANCE WITH ASTM C 94.
B.DESIGN MIX TO PRODUCE NORMAL WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, WATER_REDUCING ADMIXTURE, AIR_ENTRAINING
ADMIXTURE, AND WATER TO PRODUCE FOLLOWING:
1.COMPRESSIVE STRENGTH: 3,500 PSI, MINIMUM AT 28 DAYS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
2.SLUMP RANGE: 1 TO 3-INCHES AT TIME OF PLACEMENT
3.AIR ENTRAINMENT: 5 TO 8 PERCENT
PART 3 - EXECUTION
3.1 PREPARATION
A.FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO SIGN INSTALLATION. PRIMARY UTILITIES OF CONCERN OF SHALLOW DEPTHS ARE LAWN SPRINKLER SYSTEMS,
ELECTRIC, TELEPHONE, FIBER OPTIC, CABLE AND GAS.
3.2 INSTALLATION
A.INSTALL SIGNS AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH MUTCD AND MANUFACTURER'S INSTRUCTIONS.
B.INSTALL SIGNS OF THE TYPE AND AT LOCATIONS SHOWN ON THE DRAWINGS.
C.INSTALL POSTS OF THE TYPE AS SHOWN ON THE DRAWING.
D.WHERE SHOWN AS PAINTED, FIELD PAINT STEEL PIPE POSTS IN ACCORDANCE WITH SECTION 09900.
END OF SECTION
SITE DEMOLITION SPECIFICATION
PART 1 - GENERAL
1.1 SUMMARY
A.SECTION INCLUDES:
1.DEMOLITION OF STRUCTURES, PAVING, AND UTILITIES.
2.PATCHING AND FILLING VOIDS CREATED AS A RESULT OF REMOVALS OR DEMOLITION.
1.2 REGULATORY REQUIREMENTS
A.COMPLIANCE WITH ALL LAWS, INCLUDING SAFETY LAWS, ENVIRONMENTAL LAWS, STORMWATER LAWS AND WORKER VERIFICATION LAWS AS WELL AS
REQUIREMENTS FOUND WITHIN THE CONTRACT DOCUMENTS AND THESE SPECIFICATIONS, THAT PERTAIN TO SAFETY COMPLIANCE, ENVIRONMENTAL
COMPLIANCE, STORMWATER COMPLIANCE AND WORKER VERIFICATION COMPLIANCE. OBTAIN REQUIRED PERMITS AND LICENSES FROM APPROPRIATE
AUTHORITIES. PAY ASSOCIATED FEES INCLUDING DISPOSAL CHARGES.
B.NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS.
C.DO NOT CLOSE OR OBSTRUCT PUBLIC OR PRIVATE ROADWAYS, SIDEWALKS, OR FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS OR WRITTEN
AUTHORIZATION.
D.IF HAZARDOUS, CONTAMINATED MATERIALS OR OTHER ENVIRONMENTAL RELATED CONDITIONS ARE DISCOVERED, STOP WORK IMMEDIATELY AND NOTIFY
THE WAL-MART CONSTRUCTION MANAGER FOR ACTION TO BE TAKEN. DO NOT RESUME WORK UNTIL SPECIFICALLY AUTHORIZED BY THE CONSTRUCTION
MANAGER.
1.3 PROJECT CONDITIONS
A.CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER AS REASONABLY PRACTICAL.
B.UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS OR SPECIFIED BY THE OWNER, ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR SHALL BE
REMOVED FROM SITE AND STRUCTURES. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED AND SHALL NOT INTERFERE WITH OTHER
WORK SPECIFIED.
PART 2 - PRODUCTS
2.1 FILL MATERIALS
A.FILL MATERIAL SHALL BE AGGREGATE FILL MATERIALS CONSISTING OF STONE, GRAVEL, OR SAND FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS, AND
OTHER ORGANIC MATTER.
2.2 CONCRETE
A.MIX CONCRETE AND DELIVER IN ACCORDANCE WITH ASTM C 94.
B.DESIGN MIX TO PRODUCE NORMAL WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, WATER_REDUCING ADMIXTURE, AIR_ENTRAINING
ADMIXTURE, AND WATER TO PRODUCE FOLLOWING:
1.COMPRESSIVE STRENGTH: 3,500 PSI, MINIMUM AT 28 DAYS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
2.SLUMP RANGE: 1 TO 3-INCHES AT TIME OF PLACEMENT
3.AIR ENTRAINMENT: 5 TO 8 PERCENT
PART 3 - EXECUTION
3.1 PREPARATION
A.PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES, TEMPORARY BARRIERS, AND SECURITY DEVICES AT LOCATIONS INDICATED ON CONSTRUCTION
DRAWINGS. PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TO STARTING ANY WORK.
IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANE CLOSURES, TEMPORARY VEHICLE AND PEDESTRIAN TRAFFIC CONTROL.
B.PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES, WHICH ARE NOT TO BE DEMOLISHED. REPAIR DAMAGE TO EXISTING ITEMS
TO REMAIN CAUSED BY DEMOLITION OPERATIONS.
C.PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING AS NECESSARY.
D.MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND OPERABLE CONDITION UTILITIES THAT ARE TO REMAIN. PREVENT INTERRUPTION OF
EXISTING UTILITY SERVICE TO OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE
TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER.
E.FOR WORK ON OPERATING WALMART SITES, PRIOR TO ANY UNDERGROUND EXCAVATION, CONTRACTOR IS EXPECTED TO OBTAIN CURRENT AND
REPRESENTATIVE UNDERGROUND UTILITY PLANS FROM WALMART FOR PRIVATE UTILITIES THAT ARE NOT LOCATED BY OTHERS. THIS IS SPECIFICALLY
INTENDED TO PROVIDE APPROXIMATE LOCATIONS FOR WALMART PRIVATE UTILITIES INCLUDING WATER, SEWER, ELECTRICAL, TELEPHONE AND DATA SERVICES.
F.NOTIFY ADJACENT PROPERTY OWNERS OF WORK THAT MAY AFFECT THEIR PROPERTY, POTENTIAL NOISE, UTILITY OUTAGES, OR OTHER DISRUPTIONS. OBTAIN
WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNERS WHEN DEMOLITION EQUIPMENT WILL TRAVERSE, INFRINGE UPON, OR LIMIT ACCESS TO THEIR
PROPERTY. COORDINATE NOTICE WITH OWNER.
3.2 GENERAL DEMOLITION REQUIREMENTS
A.CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT STRUCTURES OR PAVEMENTS TO REMAIN.
B.CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITY HAVING JURISDICTION. DO NOT RESUME
OPERATIONS UNTIL DIRECTED BY AUTHORITY.
C.CONDUCT OPERATIONS WITH MINIMUM OF INTERFERENCE TO PUBLIC OR PRIVATE ACCESS. MAINTAIN INGRESS AND EGRESS AT ALL TIMES OTHER THAN IN
SPECIFIC AREAS WHERE WORK IS IN PROGRESS.
D.SPRINKLE WORK WITH WATER TO MINIMIZE DUST. PROVIDE HOSES AND WATER CONNECTIONS FOR THIS PURPOSE.
E.COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.
F.CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO
CONDITION EXISTING PRIOR TO START OF WORK.
3.3 DEMOLITION
A.DEMOLISH SITE IMPROVEMENTS DESIGNATED TO BE REMOVED AS SHOWN ON THE DRAWINGS. SITE IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO
STRUCTURES, FOUNDATIONS, PAVEMENTS, CURBS AND GUTTERS, DRAINAGE STRUCTURES, UTILITIES, SIGNAGE OR LANDSCAPING.
B.DISCONNECT AND CAP OR REMOVE UTILITIES TO BE ABANDONED AS SHOWN ON THE DRAWINGS.
C.FILL OR REMOVE PIPING AND APPURTENANCES AS SHOWN.
D.DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. BREAK UP CONCRETE SLABS_ON_GRADE THAT ARE 2-FEET OR MORE BELOW PROPOSED SUBGRADE
TO PERMIT MOISTURE DRAINAGE. REMOVE SLABS-ON-GRADE AND BELOW GRADE CONSTRUCTION WITHIN 2-FEET OF PROPOSED SUBGRADE.
3.4 PATCHING
A.WHERE IMPROVEMENTS ARE REMOVED FROM PAVED AREAS, PAVEMENTS SHALL BE SAWCUT IN STRAIGHT LINES AT THE PERIMETER AND PATCHED. DAMAGED
PAVEMENT ADJACENT TO REMOVED IMPROVEMENTS SHALL ALSO BE REMOVED AND PATCHED.
B.PAVEMENT PATCHES SHALL BE PAVED WITH MINIMUM 6" CONCRETE, BROOM FINISHED AND FLUSH WITH ADJACENT GRADES.
3.5 FILLING VOIDS
A.COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION OR REMOVAL OF STRUCTURES, ETC., USING AGGREGATE FILL MATERIALS
CONSISTING OF STONE, GRAVEL, OR SAND FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS, AND OTHER ORGANIC MATTER.
B.AREAS TO BE FILLED SHALL BE FREE OF STANDING WATER, FROST, FROZEN OR UNSUITABLE MATERIAL, TRASH, AND DEBRIS PRIOR TO FILL PLACEMENT.
C.PLACE FILL MATERIALS IN LIFTS NOT TO EXCEED 6 INCHES LOOSE MEASURE AND COMPACTED TO 95 PERCENT OF MAXIMUM LABORATORY DENSITY PER ASTM
D698 WITH MOISTURE CONTENT OF NOT LESS THAN 1 PERCENT BELOW AND NOT MORE THAN 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT.
D.GRADE SURFACE TO MATCH ADJACENT GRADES AND TO PROVIDE FLOW OF SURFACE DRAINAGE AFTER FILL PLACEMENT AND COMPACTION.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A.REMOVE FROM SITE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. LEAVE AREAS OF WORK IN CLEAN CONDITION.
B.NO BURNING OF ANY MATERIAL, DEBRIS, OR TRASH ON_SITE OR OFF_SITE WILL BE ALLOWED.
C.TRANSPORT MATERIALS REMOVED FROM DEMOLISHED STRUCTURES WITH APPROPRIATE VEHICLES AND DISPOSE OFF-SITE TO AREAS THAT ARE APPROVED FOR
DISPOSAL BY GOVERNING AUTHORITIES AND APPROPRIATE PROPERTY OWNERS.
END OF SECTION
PAVEMENT MARKINGS SPECIFICATION
PART 1 - GENERAL
1.1 SUMMARY
A.SECTION INCLUDES:
1.PAINTING AND MARKING OF PAVEMENTS, CURBS, AND GUARD POSTS (BOLLARDS)..
1.2 REFERENCES
A.THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY
THE BASIC DESIGNATION ONLY.
B.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION (AASHTO):
1.AASHTO M247 - GLASS BEADS USED IN TRAFFIC PAINTS
2.AASHTO M248 - READY-MIXED WHITE AND YELLOW TRAFFIC PAINTS
C.MASTER PAINTER'S INSTITUTE (MPI):
1.MPI 32 - TRAFFIC MARKING PAINT, SOLVENT BASED.
2.MPI 97 - TRAFFIC MARKING PAINT, LATEX.
D.ASTM INTERNATIONAL (ASTM):
1.ASTM D4414 - STANDARD PRACTICE FOR MEASUREMENT OF WET FILM THICKNESS BY NOTCHED GAUGES.
E.FEDERAL SPECIFICATIONS (FS):
1.FS A-A-2886 - PAINT, TRAFFIC, SOLVENT BASED (SUPERSEDES FS TT-P-85 AND FS TT-P-115, TYPE I)
2.FS TT-B-1325 - BEADS (GLASS SPHERES) RETRO-REFLECTIVE
3.FS TT-P-1952 - PAINT, TRAFFIC AND AIRFIELD MARKING, WATERBORNE
1.3 PROJECT CONDITIONS
A.MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION ACTIVITIES. UTILIZE FLAGMEN, BARRICADES,
WARNING SIGNS, AND WARNING LIGHTS AS REQUIRED.
PART 2 - PRODUCTS
2.1 MATERIALS
A.PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN. PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE
STATE AND LOCAL LAWS ENACTED TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS. PAINT MATERIALS SHALL CONFORM TO THE RESTRICTIONS
OF THE LOCAL AIR POLLUTION CONTROL DISTRICT.
B.WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952 AND HAVE MPI 97 APPROVAL.
C.SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO M248 AND HAVE MPI 32 APPROVAL. PAINT SHALL BE NON_BLEEDING,
QUICK_DRYING, AND ALKYD PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC_BEARING SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS BEFORE APPLICATION FOR COLORS WHITE, YELLOW, BLUE, AND RED.
D.GLASS BEADS: AASHTO M 247, TYPE 1 OR FS TT-B-1325, TYPE 1, GRADATION A.
PART 3 - EXECUTION
3.1 EXAMINATION
A.EXAMINE THE WORK AREA AND CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL
UNSATISFACTORY CONDITIONS ARE CORRECTED.
3.2 PREPARATION
A.SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST.
B.WHERE EXISTING PAVEMENT MARKINGS ARE INDICATED ON CONSTRUCTION DRAWINGS TO BE REMOVED OR WOULD INTERFERE WITH ADHESION OF NEW
PAINT, A MOTORIZED ABRASIVE DEVICE OR SODA BLASTING SHALL BE USED TO REMOVE THE MARKINGS. EQUIPMENT EMPLOYED SHALL NOT DAMAGE
EXISTING PAVING OR CREATE SURFACES HAZARDOUS TO VEHICLE OR PEDESTRIAN TRAFFIC.
3.3 CLEANING EXISTING PAVEMENT MARKINGS
A.REMOVE EXISTING PAVEMENT MARKINGS WHICH ARE IN GOOD CONDITION BUT INTERFERE OR CONFLICT WITH THE NEWLY APPLIED MARKING PATTERNS AND
AS NOTED ON PLANS. DETERIORATED OR OBSCURED MARKINGS THAT ARE NOT MISLEADING OR CONFUSING OR DO NOT INTERFERE WITH THE ADHESION OF
THE NEW MARKING MATERIAL DO NOT REQUIRE REMOVAL. CONDUCT GRINDING, SODA BLASTING OR OTHER OPERATIONS IN SUCH A MANNER THAT THE
FINISHED PAVEMENT SURFACE IS NOT DAMAGED OR LEFT IN A PATTERN THAT IS MISLEADING OR CONFUSING. USE DUST COLLECTION SYSTEM WHEN
REMOVING EXISTING PAVEMENT MARKINGS. COMPLY WITH THE REQUIREMENTS OF SECTION 01351 REGULATORY COMPLIANCE SUPPLEMENT FOR
MANAGEMENT AND DISPOSAL OF HAZARDOUS WASTES.
SEAL COAT SHALL BE APPLIED WHERE EXISTING MARKINGS ARE REMOVED.
SMALL PROJECT SEAL COAT SPECIFICATION:
IN GENERAL:
·CRACK FILLING AND OIL SPOT TREATMENTS ARE NOT REQUIRED PRIOR TO SEAL COAT. OTHER THAN THESE EXCEPTIONS, PREPARE AND CLEAN AREA TO BE
SEAL COATED CONSISTENT WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATION.
APPROVED MATERIALS:
1)STAR PRODUCTS
·MICRO-PAVE PRO-BLEND WITH ADDED SAND
·SINGLE COAT
2)SEAL MASTER
·POLYMER MODIFIED MASTERSEAL WITH ADDED SAND
·SINGLE COAT
3)GEM SEAL BLACK DIAMOND XL
·WITH ADDED SAND
·SINGLE COAT
MATERIALS IDENTIFIED IN SPECIFICATION SECTION 02787 CAN BE USED. COAL TAR BASED SEAL COAT MATERIALS IN ANY FORM ARE PROHIBITED.
3.5 FIELD QUALITY CONTROL
A.FIELD QUALITY CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FIELD QUALITY CONTROL TESTING AND INSPECTION SHALL BE AT THE
DISCRETION OF THE CONTRACTOR AS NECESSARY TO ASSURE COMPLIANCE WITH CONTRACT REQUIREMENTS.
3.6 CLEANING
A.WASTE MATERIALS SHALL BE REMOVED AT THE END OF EACH WORKDAY. UPON COMPLETION OF THE WORK, ALL CONTAINERS AND DEBRIS SHALL BE
REMOVED FROM THE SITE. PAINT SPOTS UPON ADJACENT SURFACES SHALL BE CAREFULLY REMOVED BY APPROVED PROCEDURES THAT WILL NOT DAMAGE
THE SURFACES AND THE ENTIRE JOB LEFT CLEAN AND ACCEPTABLE.
END OF SECTION
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A.SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE SEAL COAT PRODUCTS BY ONE OF THE FOLLOWING:
1.SEALMASTER PAVEMENT PRODUCTS & EQUIPMENT, (800) 395-7325.
2.STAR SPECIALTY TECHNOLOGY AND RESEARCH, COLUMBUS, OH (800) 759-1912.
3.NEYRA INDUSTRIES, CINCINNATI, OH (800) 543-7077
2.2 PRODUCTS
A. WATER-BASED, POLYMER MODIFIED ASPHALT EMULSION SEAL COAT FORMULATED FOR SITE-MIXING WITH WATER AND AGGREGATE PER ASTM 8099. PROVIDE
ONE OF THE FOLLOWING:
1.POLYMER MODIFIED MASTERSEAL (PMM), BY SEALMASTER, WITH ADDED SAND
2.MICRO-PAVE PRO-BLEND PROFESSIONAL GRADE ASPHALT EMULSION PAVEMENT SEALER, BY STAR, WITH ADDED SAND
3.NEYRA AE ASPHALT PAVEMENT SEALER, BY NEYRA, WITH ADDED SAND
4.OR, OWNER APPROVED EQUIVALENT
2.3 MATERIALS
A.AGGREGATE: AGGREGATE SHALL BE 100 PERCENT PASSING THE NO. 16 (1.18 MM) SIEVE WHEN TESTED IN ACCORDANCE WITH ASTM C 136. AGGREGATE SHALL
CONSIST OF HARD, WASHED, DRY NATURAL OR MANUFACTURED PARTICLES FREE OF DUST, TRASH, CLAY, ORGANIC MATERIALS OR OTHER CONTAMINANTS.
B.SAND: SAND SHALL BE CLEAN, HARD, AND IRREGULAR SILICA SAND, FREE OF DUST, TRASH, CLAY, ORGANIC MATERIALS OR OTHER CONTAMINANTS. WHEN
TESTED IN ACCORDANCE WITH ASTM C 136, SAND WITH AFS RATING OF 50 TO 70, WITH LESS THAN 2% RETAINED ON 30 MESH, LESS THAN 10% RETAINED ON
140 MESH, AND LESS THAN 0.3% RETAINED ON 200 MESH SCREEN, IS RECOMMENDED.
C.ASPHALT EMULSION: COMPLY WITH ASTM D977 OR ASTM D2397 FOR SS-1H OR CSS-1H. THE PENETRATION OF THE RESIDUE FROM THE DISTILLATION TEST
SHALL BE 20 TO 60. CLAY STABILIZED EMULSION, WITH A PH NOT GREATER THAN 7.0, AND SOLIDS CONTENT NOT LESS THAN 45 PERCENT MAY BE USED. THE
POLYMER MATERIAL SHALL BE MILLED OR BLENDED INTO THE ASPHALT OR EMULSIFIER SOLUTION PRIOR TO THE EMULSIFICATION PROCESS. THE MINIMUM
AMOUNT AND TYPE OF POLYMER MODIFIER SHALL BE DETERMINED BY THE LABORATORY PERFORMING THE MIX DESIGN.
D.COAL TAR: COAL TAR EMULSION OR COAL TAR/ASPHALT EMULSION SHALL NOT BE USED AS A SUBSTITUTE FOR ASPHALT EMULSION.
E.POLYCYCLIC AROMATIC HYDROCARBON (PAH): PRODUCTS MUST CONTAIN LESS THAN 0.1% (1,000 PPM) POLYCYCLIC AROMATIC HYDROCARBON (PAH)
CONTENT BY WEIGHT.
F.WATER: WATER SHALL BE POTABLE AND FREE OF HARMFUL SOLUBLE SALTS OR REACTIVE CHEMICALS AND ANY OTHER CONTAMINANTS AND AT LEAST 50 F.
G.ADDITIVES: ADDITIVES SHALL BE INCLUDED AND APPROVED AS PART OF THE MIX DESIGN AND BE COMPATIBLE WITH THE OTHER COMPONENTS OF THE MIX.
H.CRACK SEALANT: CRACK SEALANT SHALL CONFORM TO ASTM D6690, TYPE II OR HIGHER AND COMPATIBLE WITH THE SPECIFIED SEAL COAT EMULSION.
I.OIL SPOT PRIMER: OIL SPOT PRIMER SHALL BE A QUICK DRYING LATEX EMULSION WITH SUITABLE ADMIXTURES MANUFACTURED SPECIFICALLY FOR THE
PURPOSE OF ISOLATING THE ASPHALT SEALCOAT FROM ANY RESIDUAL OILS, PETROLEUM GREASE, AND GASOLINE STAINED PAVEMENT. THE OIL SPOT PRIMER
SHALL BE CERTIFIED FOR COMPATIBILITY WITH THE SPECIFIED EMULSION BY THE MANUFACTURER OF THE EMULSION.
2.4 COMPOSITION
A.COMPOSITION. SEAL COAT SHALL CONSIST OF A MIXTURE OF THE SPECIFIED EMULSION, WATER, AGGREGATE, AND ADDITIVES AND BE PROPORTIONED TO
MEET THE REQUIREMENTS SHOWN IN THE FOLLOWING TABLE 1.
TABLE 1 - UNDILUTED SEAL COAT DESIGN PROPERTIES
METHOD MINIMUM MAXIMUM
WEIGHT (PER GALLON), ASTM D 244, LBS 9.0
CONE PENETRATION, ASTM D 217, MM 340 700
% NON-VOLATILE1 50
% NON-VOLATILE RESIDUE SOLUBLE IN TRICHLOROETHYLENE, ASTM D 2042 10 35
WET TRACK ABRASION LOSS, ASTM D 3910, G 35
VISCOSITY, ASTM D 562, KU 75
DRIED FILM COLOR BLACK
1WEIGH 10 G OF HOMOGENEOUS PRODUCT INTO A PREVIOUSLY TARED, SMALL OINTMENT CAN. PLACE IN AN OVEN AT 325°F FOR 90 MINUTES. COOL,
REWEIGH AND CALCULATE NON-VOLATILE RESIDUE AS A PERCENT OF THE ORIGINAL MASS.
2.5 EQUIPMENT
A.DISTRIBUTORS. DISTRIBUTORS OR SPRAY UNITS USED FOR THE SPRAY APPLICATION OF THE SEAL COAT SHALL BE SELF PROPELLED AND CAPABLE OF
UNIFORMLY APPLYING 0.10 TO 0.30 GALLONS PER SQUARE YARD OF MATERIAL OVER THE REQUIRED WIDTH OF APPLICATION. DISTRIBUTORS SHALL BE
EQUIPPED WITH TACHOMETERS, PRESSURE GAUGES, AND VOLUME MEASURING DEVICES. THE MIX TANK SHALL HAVE A MECHANICALLY POWERED, FULL SWEEP,
MIXER WITH SUFFICIENT POWER TO MOVE AND HOMOGENEOUSLY MIX THE ENTIRE CONTENTS OF THE TANK.
B.SPRAY NOZZLES. NOZZLES SHALL BE FREE FROM CLOGS AND DEBRIS AND SET AT THE SAME ANGLE.
C.MIXING EQUIPMENT. THE MIXING MACHINE SHALL HAVE A CONTINUOUS FLOW MIXING UNIT CAPABLE OF ACCURATELY DELIVERING A PREDETERMINED
PROPORTION OF AGGREGATE, WATER, AND EMULSION, AND OF DISCHARGING THE THOROUGHLY MIXED PRODUCT ON A CONTINUOUS BASIS. THE MIXING
UNIT SHALL BE CAPABLE OF THOROUGHLY BLENDING ALL INGREDIENTS TOGETHER AND DISCHARGING THE MATERIAL WITHOUT SEGREGATION.
D.SPREADING EQUIPMENT. SPREADING EQUIPMENT SHALL BE A MECHANICAL TYPE SQUEEGEE/BRUSH DISTRIBUTOR ATTACHED TO THE MIXING MACHINE,
EQUIPPED WITH FLEXIBLE MATERIAL IN CONTACT WITH THE SURFACE TO PREVENT LOSS OF SLURRY FROM THE SPREADER BOX. IT SHALL BE MAINTAINED TO
PREVENT LOSS OF SLURRY ON VARYING GRADES AND ADJUSTED TO ASSURE UNIFORM SPREAD. THERE SHALL BE A LATERAL CONTROL DEVICE AND A FLEXIBLE
STRIKE OFF CAPABLE OF BEING ADJUSTED TO LAY THE SLURRY AT THE SPECIFIED RATE OF APPLICATION. THE SPREADER BOX SHALL HAVE AN ADJUSTABLE
WIDTH. THE BOX SHALL BE KEPT CLEAN. EMULSION AND AGGREGATE BUILD UP ON THE BOX SHALL NOT BE PERMITTED.
E.CLEAN EQUIPMENT WITH A PETROLEUM SOLVENT IF PREVIOUSLY USED WITH A DIFFERENT MATERIAL.
F.HAND SQUEEGEE OR BRUSH APPLICATION. HAND SPREADING APPLICATION SHALL BE USED ONLY IN PLACES NOT ACCESSIBLE TO THE MECHANIZED
EQUIPMENT OR TO ACCOMMODATE NEAT TRIM WORK AT CURBS, ETC. MATERIAL THAT IS APPLIED BY HAND SHALL MEET THE SAME STANDARDS AS THAT
APPLIED BY MACHINE.
G.CALIBRATION. SPREADING EQUIPMENT SHALL BE PROVIDED WITH A METHOD OF CALIBRATION BY THE MANUFACTURER. EQUIPMENT SHALL BE CALIBRATED TO
ASSURE THAT IT WILL PRODUCE AND APPLY A MIX THAT CONFORMS TO THE JOB MIX FORMULA. CALIBRATIONS SHALL BE MADE WITH THE APPROVED JOB
MATERIALS PRIOR TO APPLICATION OF THE SEAL COAT.
2.6 PREPARATION
A.A PERIOD OF AT LEAST 60 DAYS AT +70 F DAYTIME TEMPERATURES SHALL ELAPSE BETWEEN THE PLACEMENT OF A HOT MIXED ASPHALT CONCRETE SURFACE
COURSE AND THE APPLICATION OF THE SEAL COAT EXCEPT AS PERMITTED FOR REMEDIATION PATCHING BELOW.
B.REMEDIATE DISTRESSED AREAS OF EXISTING PAVEMENT BY SAW-CUTTING AND REMOVING EXISTING PAVEMENT, REGRADING AND COMPACTING THE
UNDERLYING BASE COURSE AND REPLACING WITH FULL DEPTH ASPHALT AT LOCATIONS AND AS SHOWN ON THE DRAWINGS.
1.REPAIRS NOT SPECIFICALLY SHOWN ON THE PLANS BUT CONSIDERED NECESSARY BY THE CEC, THE GEOTECHNICAL ENGINEER, OR THE CTL SHALL BE
IDENTIFIED AND SUBMITTED AS AN RFI TO THE CONSTRUCTION MANAGER (CM) PRIOR TO COMMENCEMENT OF REPAIRS.
2.REPAIRS SUBMITTED BY RFI AND APPROVED SHALL BE PERFORMED AS DIRECTED BY THE CEC. COST FOR SUCH WORK DIRECTED AND PERFORMED WILL BE
PAID FOR IN ACCORDANCE WITH THE “CHANGES IN THE WORK” CLAUSE OF THE GENERAL CONDITIONS.
3.REPAIRS SHALL BE COMPLETED 30 DAYS PRIOR TO THE APPLICATION OF THE SEAL COAT.
C.LONGITUDINAL AND TRAVERSE CRACKS IN EXCESS OF 0.25 INCH, BUT LESS THAN 1 INCH SHALL BE SEALED WITH A CRACK SEALANT. CRACKS THAT CONTAIN
WEED OR OTHER LIVE VEGETABLE MATTER SHALL BE TREATED WITH A LOCALLY APPROVED, NON-OIL BASED STERILANT PRIOR TO APPLYING THE CRACK FILLER.
D.EXISTING CRACK SEALANTS IN THE PARKING LOT SHALL BE EVALUATED FOR COMPATIBILITY WITH THE SPECIFIED EMULSION. REPORT TO THE ENGINEER OF
RECORD IF APPEARANCE OR PERFORMANCE OF THE SEAL COAT WILL BE COMPROMISED BY THE EXISTING CRACK SEALANT MATERIALS.
E.REMOVE OIL DRIPPINGS OR GREASE BUILDUP DETERMINED BY THE CEC TO BE DETRIMENTAL TO THE SUBSEQUENT SEAL COAT PERFORMANCE BY SCRAPING
EXCESSIVE BUILDUP AND BY STEAM CLEANING. PREVENT OIL CONTAMINATED WATER FROM ENTERING STORM SEWER INLETS. AFTER CLEANING, TREAT
CLEANED AREAS WITH THE OIL SPOT PRIMER.
F.IMMEDIATELY PRIOR TO APPLYING THE PRIMER AND SEAL COAT, THE SURFACE SHALL BE CLEARED OF ALL LOOSE MATERIAL, DIRT, DUST, GREASE, OIL,
VEGETATION AND OTHER OBJECTIONABLE MATERIAL. IF WATER IS USED, CRACKS SHALL BE ALLOWED TO DRY THOROUGHLY BEFORE APPLYING THE SEAL COAT.
G.PROTECT EXISTING MANHOLES, INLETS, VAULTS, VALVE BOXES, METER BOXES, ETC. AS NECESSARY TO MAINTAIN FREE ACCESSIBILITY UPON COMPLETION OF
SEAL COAT APPLICATION. SURFACES ADJACENT TO SEAL COAT APPLICATION AREAS SUCH AS SIDEWALKS, CURB AND/OR GUTTER, STOREFRONTS, ETC. SHALL BE
PROTECTED BY USE OF FELT PAPER ANCHORED WITH CLEAN AGGREGATE, OR BY SHIELDING COMPONENTS WITH PLYWOOD DURING APPLICATION.
H.COORDINATE LIMITS OF SEAL COAT APPLICATION OPERATIONS WITH OWNER'S CONSTRUCTION MANAGER AND STORE MANAGER TO AVOID INTERRUPTION TO
STORE OPERATIONS. PROTECT ADJACENT AREAS OF THE PARKING LOT OUTSIDE OF CURRENT SEAL COAT APPLICATION LIMITS TO AVOID TRACKING ONTO
ADJACENT AREAS. PARTITION OFF LIMITS OF CURRENT SEAL COAT OPERATIONS UNTIL SURFACE IS TRAFFIC READY.
I.COORDINATE WITH STORE MANAGER TO DEACTIVATE LAWN SPRINKLER SYSTEMS LEAST 48 HOURS PRIOR TO PLACING THE SEAL COAT AND REMAIN OFF FOR
AT LEAST 24 HOURS AFTER THE SEAL COAT APPLICATION.
2.7 APPLICATION
A.ADD WATER AND SAND AT MANUFACTURER’S RECOMMENDED RATES AND MIX EMULSION IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS.
B.APPLY SEAL COAT AT A TOTAL RATE (UNDILUTED) OF 0.22 - 0.25 GAL./SY.
C.THE MINIMUM/MAXIMUM APPLICATION RATE SHALL BE BETWEEN 0.10 AND 0.17 GAL/SY PER APPLICATION.
D.DAMPEN PAVEMENT WITH A FOG SPRAY OF WATER IF AMBIENT TEMPERATURES EXCEED 80°F. NO STANDING WATER SHALL REMAIN ON THE SURFACE.
E.APPLY THE FIRST COAT UNIFORMLY IN A MANNER SUCH THAT THE COMBINED APPLICATION OF THE FIRST AND SECOND COATS EQUAL THE TOTAL RATE
SPECIFIED ABOVE.
F.SUSPEND APPLICATION WHEN THE DISTRIBUTION TANK HAS LESS THAN 100 GALLONS LEFT AND REFILL TO PREVENT IRREGULAR PATTERNS OR MISSES.
G.EACH COAT SHALL BE ALLOWED TO DRY AND CURE INITIALLY A MINIMUM OF 2-4 HOURS BEFORE APPLYING ANY SUBSEQUENT COATS. THE INITIAL DRYING
SHALL ALLOW EVAPORATION OF WATER OF THE APPLIED MIXTURE, RESULTING IN THE COATING BEING ABLE TO SUSTAIN LIGHT FOOT TRAFFIC. THE INITIAL
CURING SHALL ENABLE THE MIXTURE TO WITHSTAND VEHICLE TRAFFIC WITHOUT DAMAGE TO THE SEAL COAT.
H.APPLY THE SECOND COAT IN THE SAME MANNER AS OUTLINED FOR THE FIRST COAT.
I.APPLY ADDITIONAL COATS IF AND WHERE NECESSARY AS DETERMINED BY THE CEC.
1.SUBMIT AN RFI IDENTIFYING EXTENT OF ADDITIONAL COATS FOR APPROVAL PRIOR TO APPLICATION.
2.APPLY ADDITIONAL COATS IN ACCORDANCE WITH RFI APPROVAL. COST FOR SUCH ADDITIONAL WORK DIRECTED AND PERFORMED WILL BE PAID FOR IN
ACCORDANCE WITH THE “CHANGES IN THE WORK” CLAUSE OF THE GENERAL CONDITIONS.
J.THE FINISHED SURFACE SHALL PRESENT A UNIFORM TEXTURE WITH NO STREAKS.
K.THE FINAL COAT SHALL BE ALLOWED TO DRY A MINIMUM OF EIGHT HOURS IN DRY DAYLIGHT CONDITIONS BEFORE OPENING TO TRAFFIC, AND INITIALLY CURE
ENOUGH TO SUPPORT VEHICULAR TRAFFIC WITHOUT DAMAGE TO THE SEAL COAT.
L.WHERE MARGINAL WEATHER CONDITIONS EXIST DURING THE EIGHT HOUR DRYING TIME, ADDITIONAL DRYING TIME SHALL BE ALLOWED. THE LENGTH OF TIME
SHALL BE AS SPECIFIED BY THE SUPPLIER. THE SURFACE SHALL BE CHECKED AFTER THE ADDITIONAL DRYING TIME FOR TRAFFICABILITY BEFORE OPENING THE
SECTION TO VEHICLE TRAFFIC.
2.8 FIELD QUALITY CONTROL
A.CERTIFY IN WRITING THAT THE SEAL COAT PLACEMENT IS IN ACCORDANCE WITH SPECIFICATION REQUIREMENTS.
END OF SECTION
SEAL COAT SPECIFICATION
PART 1 - GENERAL
1.1 SUMMARY
A.SECTION INCLUDES:
1.SEAL COATS USING A POLYMER-MODIFIED ASPHALT EMULSION BLENDED WITH FINE AGGREGATE.
B.RELATED REQUIREMENTS:
1.SECTION 02740 - ASPHALTIC CONCRETE PAVING.
2.SECTION 02765 – PAVEMENT MARKING
1.2 REFERENCES
A.THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY
THE BASIC DESIGNATION ONLY.
B.ASTM INTERNATIONAL (ASTM)
1.ASTM C 136 - METHOD OF SIEVE ANALYSIS OF FINE AND COARSE AGGREGATE
2.ASTM D 217 - METHOD FOR CONE PENETRATION OF LUBRICATING GREASE
3.ASTM D 244 - TEST METHODS FOR EMULSIFIED ASPHALTS
4.ASTM D 562 - METHOD FOR CONSISTENCY OF PAINTS MEASURING KREBS UNIT (KU) VISCOSITY USING A STORMER-TYPE VISCOMETER
5.ASTM D 977 - EMULSIFIED ASPHALT
6.ASTM D 2397 - CATIONIC EMULSIFIED ASPHALT
7.ASTM D 2042 - METHOD FOR SOLUBILITY OF ASPHALT MATERIALS IN TRICHLOROETHYLENE
8.ASTM D 3910 - PRACTICE FOR DESIGN, TESTING, AND CONSTRUCTION OF SLURRY SEAL
9.ASTM D 6690 - JOINT AND CRACK SEALANTS, HOT APPLIED, FOR CONCRETE AND ASPHALT PAVEMENTS
1.3 ADMINISTRATIVE REQUIREMENTS
A.PRE-INSTALLATION MEETING: CONVENE A PRE-INSTALLATION MEETING AT THE SITE AT LEAST TWO WEEKS PRIOR TO COMMENCING WORK OF THIS SECTION.
REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING WORK OF THIS SECTION, INCLUDING, BUT NOT LIMITED TO, THE OWNER'S REPRESENTATIVE, CTL’S
REPRESENTATIVE AND INSPECTOR,, CONTRACTOR, AND JOB FOREMAN.
1.CONTACT WAL-MART CONSTRUCTION MANAGER THREE WEEKS PRIOR TO PRE-INSTALLATION CONFERENCE TO CONFIRM SCHEDULE.
2.RECORD DISCUSSIONS OF MEETING AND DECISIONS, AGREEMENTS REACHED, AND FURNISH COPY OF RECORD TO EACH PARTY ATTENDING. REVIEW
FORESEEABLE METHODS AND PROCEDURES RELATED TO PAVING WORK, INCLUDING THE FOLLOWING:
a.REVIEW PREPARATION AND INSTALLATION PROCEDURES AND COORDINATING AND SCHEDULING REQUIRED WITH RELATED WORK.
b.REVIEW PROPOSED SOURCES OF MATERIALS.
c.TOUR, INSPECT, AND DISCUSS CONDITION OF EXISTING PAVEMENT AND OTHER PREPARATORY WORK SUCH AS PATCHING AND CRACK SEALING, AND
OIL SPOT PRIMING/REPAIR.
d.REVIEW REQUIREMENTS FOR PROTECTING PAVING WORK, INCLUDING RESTRICTION AND REDIRECTION OF TRAFFIC DURING INSTALLATION AND
CURING PERIOD.
e.REVIEW AND FINALIZE CONSTRUCTION SCHEDULE AND VERIFY AVAILABILITY OF MATERIALS, INSTALLER'S PERSONNEL, EQUIPMENT, AND FACILITIES
NEEDED TO MAKE PROGRESS AND AVOID DELAYS.
f.REVIEW PAVING REQUIREMENTS (DRAWINGS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS).
g.REVIEW REQUIRED SUBMITTALS, BOTH COMPLETED AND YET TO BE COMPLETED.
h.REVIEW REQUIRED INSPECTIONS, TESTING PROCEDURES.
i.REVIEW WEATHER AND FORECASTED WEATHER CONDITIONS, AND PROCEDURES FOR COPING WITH UNFAVORABLE CONDITIONS.
j.REVIEW HEALTH AND SAFETY PRECAUTIONS RELATING TO HANDLING AND PLACEMENT OF SEAL COAT.
1.4 QUALITY ASSURANCE
A.CONTRACTOR QUALIFICATIONS: THE SEAL COAT APPLICATOR SHALL HAVE NOT LESS THAN 3 YEARS DOCUMENTED EXPERIENCE IN THE APPLICATION OF
EMULSION SEAL COATS.
1.5 SUBMITTALS
A.PRODUCT DATA: SUBMIT THE MANUFACTURER’S PRODUCT INFORMATION FOR OIL SPOT PRIMER.
B.CERTIFICATES:
1.SUBMIT MANUFACTURER'S CERTIFICATION THAT EACH CONSIGNMENT OF EMULSION SHIPPED TO THE PROJECT MEETS THE REQUIREMENTS OF THE
APPLICABLE SPECIFICATION FOR THE EMULSION SPECIFIED, EXCEPT THAT THE WATER CONTENT SHALL NOT EXCEED 50 PERCENT. THE CERTIFICATION
SHALL ALSO INDICATE THE SOLIDS CONTENT OF THE EMULSION AND THE DATE THE TESTS WERE CONDUCTED.
2.SUBMIT CERTIFICATION OF PLACEMENT IN ACCORDANCE WITH SPECIFICATION REQUIREMENTS AS SPECIFIED IN PART 3 FIELD QUALITY CONTROL.
C.QUALIFICATION STATEMENTS: SUBMIT CONTRACTOR QUALIFICATIONS CERTIFICATION.
D.MIX DESIGN:
1.SUBMIT MIX DESIGN AND EMULSION PROPERTIES TO THE CIVIL ENGINEERING CONSULTANT OF RECORD AT LEAST 30 DAYS PRIOR TO BEGINNING SEALING
OPERATIONS. MIX DESIGNS OVER ONE YEAR OLD WILL NOT BE ACCEPTED.
2.SUBMIT APPROVED MIX DESIGNS AND LABORATORY TEST RESULTS TO CTL SIGNED BY THE MATERIALS PRODUCER AND CONTRACTOR CERTIFYING
MATERIALS AND MIX RATIOS CONFORM TO THE REQUIREMENTS SPECIFIED HEREIN.
E.CALIBRATION RESULTS: SUBMIT REPORT OF SPREADING EQUIPMENT CALIBRATION TESTS.
1.6 SITE CONDITIONS
A.WEATHER LIMITATIONS: APPLY SEAL COAT ONLY UNDER THE FOLLOWING WEATHER CONDITIONS:
1.THE ATMOSPHERIC TEMPERATURE IS BETWEEN 50 AND 90 F AND IS EXPECTED TO REMAIN ABOVE 50 F FOR 24 HOURS.
2.PAVEMENT TEMPERATURE IS ABOVE 55 F.
3.SURFACE IS DRY AND NO MOISTURE IS EXPECTED WITHIN 24 HOURS.
4.WEATHER AND WIND CONDITIONS ARE SUCH THAT OVERSPRAY IS PREVENTABLE AND WILL ALLOW PROPER CURING AND OPENING TO TRAFFIC WITHIN A
REASONABLE TIME.
B.MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED BY THE WAL-MART CONSTRUCTION MANAGER. UTILIZE TEMPORARY STRIPING,
FLAGMEN, BARRICADES, WARNING SIGNS, AND WARNING LIGHTS AS REQUIRED.
PAVEMENT SPECIFICATIONS
PART 1 - GENERAL
1.1 SUMMARY
A.SECTION INCLUDES:
1.ASPHALT CONCRETE BINDER AND SURFACE COURSE.
B.RELATED REQUIREMENTS:
1.SECTION 01351 - REGULATORY COMPLIANCE:
a.DISPOSAL AND REMOVAL OF HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE.
b.WORK PRACTICE CONTROL METHODS FOR AIRBORNE RESPIRABLE DUST
2.SECTION 02300 - EARTHWORK.
3.SECTION 02715 - BASE COURSE.
4.SECTION 02765 _ PAVEMENT MARKINGS: INCLUDING REMOVAL OF PAVEMENT MARKINGS.
5.SECTION 02770 _ CURBS AND SIDEWALKS.
6.APPENDIX B - TESTING, INSPECTION, AND OBSERVATION BY OWNER.
1.2 REFERENCES
A.THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE
BASIC DESIGNATION ONLY.
B.THE ASPHALT INSTITUTE (AI):
1.MS-2 - MIX DESIGN METHODS FOR ASPHALT CONCRETE AND OTHER HOT-MIX TYPES.
C.STATE HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS
1.STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS - LOCAL IN THE STATE WHERE PROJECT IS LOCATED.
D. ASTM INTERNATIONAL (ASTM):
1.ASTM D1188 - BULK SPECIFIC GRAVITY AND DENSITY OF COMPACTED BITUMINOUS MIXTURES USING COATED SAMPLES.
2.ASTM D2041 - THEORETICAL MAXIMUM SPECIFIC GRAVITY AND DENSITY OF BITUMINOUS PAVING MIXTURES.
3.ASTM D2950 - DENSITY OF BITUMINOUS CONCRETE IN PLACE BY THE NUCLEAR METHODS.
4.ASTM D2726 - BULK SPECIFIC GRAVITY AND DENSITY OF NON-ABSORPTIVE COMPACTED BITUMINOUS MIXTURE.
5.ASTM D5444 - MECHANICAL SIZE ANALYSIS OF EXTRACTED AGGREGATE.
E.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO):
1.AASHTO M017 - MINERAL FILLER FOR BITUMINOUS PAVING MIXTURES.
2.AASHTO M140 - EMULSIFIED ASPHALT.
3.AASHTO M208 - CATIONIC EMULSIFIED ASPHALT.
4.AASHTO M320 - PERFORMANCE-GRADED ASPHALT BINDER
5.AASHTO M323 - SUPERPAVE VOLUMETRIC MIX DESIGN
6.AASHTO T164 - QUANTITATIVE EXTRACTION OF ASPHALT BINDER FROM HOT-MIX ASPHALT (HMA)
7.AASHTO T166 - BULK SPECIFIC GRAVITY OF COMPACTED HOT-MIX ASPHALT MIXTURES USING SATURATED SURFACE-DRY SPECIMENS
8.AASHTO T209 - THEORETICAL MAXIMUM SPECIFIC GRAVITY AND DENSITY OF HOT MIX ASPHALT (HMA)
9.AASHTO T245 - RESISTANCE TO PLASTIC FLOW OF BITUMINOUS MIXTURES USING MARSHALL APPARATUS.
10.AASHTO T275 - BULK SPECIFIC GRAVITY OF COMPACTED HOT-MIX ASPHALT MIXTURES USING PARAFFIN-COATED SPECIMENS
11.AASHTO T308 - ASPHALT CONTENT OF HOT-MIX ASPHALT (HMA) BY THE IGNITION METHOD.
12.AASHTOT312 - PREPARING AND DETERMINING THE DENSITY OF HOT-MIX ASPHALT (HMA) SPECIMENS BY MEANS OF THE SUPERPAVE GYRATORY
COMPACTOR.
13.AASHTO T331 - BULK SPECIFIC GRAVITY AND DENSITY OF COMPACTED BITUMINOUS MIXTURES USING AUTOMATIC VACUUM SEALING METHOD
1.4 SUBMITTALS
A.SUBMIT MIX DESIGNS TO THE CIVIL ENGINEERING CONSULTANT OF RECORD AT LEAST 30 DAYS PRIOR TO BEGINNING ASPHALT PAVING OPERATIONS. MIX
DESIGNS OVER ONE YEAR OLD WILL NOT BE ACCEPTED BY OWNER. MIX DESIGN SUBMITTAL SHALL FOLLOW THE FORMAT AS RECOMMENDED BY ASPHALT
INSTITUTES MANUAL MS-2 AND INCLUDE THE FOLLOWING:
1.TYPE AND NAME OF MIX.
2.GRADATION ANALYSIS.
3.OPTIMUM ASPHALT CONTENT.
4.GRADE OF ASPHALT BINDER.
5.VOLUMETRIC PROPERTIES.
6.REFERENCES TO LOCAL STATE HIGHWAY DEPARTMENT SPECIFICATION FOR EACH MATERIAL WHEN APPLICABLE.
B.SUBMIT APPROVED MIX DESIGNS AND LABORATORY TEST RESULTS TO CTL SIGNED BY THE MATERIALS PRODUCER AND CONTRACTOR CERTIFYING MATERIALS
AND MIX RATIOS CONFORM TO THE REQUIREMENTS SPECIFIED HEREIN.
C.SUBMIT CERTIFICATION OF ASPHALT PLACEMENT AS SPECIFIED IN FIELD QUALITY CONTROL.
1.5 ENVIRONMENTAL REQUIREMENTS
A.MINIMIZE DUST EMISSIONS OR PROVIDE EQUIPMENT THAT SUPPRESSES DUST.
1.6 PROJECT CONDITIONS
A.WEATHER LIMITATIONS:
1.APPLY TACK COAT WHEN AMBIENT OR BASE SURFACE TEMPERATURE IS ABOVE 40 F, AND WHEN TEMPERATURE HAS BEEN ABOVE 35 F FOR 12 HOURS
IMMEDIATELY PRIOR TO APPLICATION. DO NOT APPLY WHEN BASE IS WET, CONTAINS EXCESS MOISTURE, DURING RAIN, OR WHEN FROZEN.
2.CONSTRUCT ASPHALT CONCRETE PAVING WHEN AMBIENT TEMPERATURE IS ABOVE 40 F.
B.MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION ACTIVITIES. UTILIZE TEMPORARY STRIPING, FLAGMEN,
BARRICADES, WARNING SIGNS, AND WARNING LIGHTS AS REQUIRED.
PART 2 - PRODUCTS
2.1 MATERIALS
A.AGGREGATE: USE LOCALLY AVAILABLE MATERIALS AND GRADATIONS THAT MEET LOCAL STATE HIGHWAY DEPARTMENT SPECIFICATIONS AND EXHIBIT
SATISFACTORY RECORDS OF PREVIOUS INSTALLATIONS. ALL AGGREGATE REQUIREMENTS, INCLUDING THOSE FOR QUALITY, SHALL MEET THOSE IN AASHTO M323
FOR THE SPECIFIED TRAFFIC LEVEL.
B.ASPHALT BINDER: ASPHALT BINDER SHALL BE A PERFORMANCE-GRADED (PG) BINDER, MEETING THE REQUIREMENTS OF M 320, WHICH IS APPROPRIATE FOR
THE CLIMATE AND TRAFFIC-LOADING CONDITIONS AT THE SITE OF THE PAVING PROJECT AND IN COMPLIANCE WITH THE LOCAL STATE HIGHWAY DEPARTMENT
SPECIFICATIONS FOR THAT LOCATION, OR AS SPECIFIED BY THE CONTRACT DOCUMENTS.
1.DESIGN RELIABILITY SHALL BE 85% FOR THE HIGH- AND LOW-TEMPERATURE PERFORMANCE.
2.THE MINIMUM REQUIRED PG BINDER SHALL BE THAT WHICH SATISFIES THE REQUIRED DESIGN RELIABILITY USING THE PAVEMENT TEMPERATURE DATA
DETERMINED.
3.THE HIGH-TEMPERATURE GRADE SHALL BE INCREASED BY ONE GRADE EQUIVALENT TO ACCOMMODATE LOW TRAFFIC SPEEDS.
C.TACK COAT: EMULSIFIED ASPHALT; AASHTO M140 OR AASHTO M208, SS_1H, CSS_1, OR CSS_1H, MAY BE DILUTED WITH UP TO 1 PART WATER TO 1 PART
ASPHALT.
D.MINERAL FILLER: ROCK OR SLAG DUST, HYDRAULIC CEMENT, OR OTHER INERT MATERIAL COMPLYING WITH AASHTO M17, IF RECOMMENDED BY LOCAL STATE
HIGHWAY DEPARTMENT SPECIFICATIONS.
E.RECLAIMED ASPHALT PAVEMENT (RAP): RAP MAY BE USED IN AMOUNTS NOT TO EXCEED 20% BY WT. THE MIX DESIGN SHALL CONTAIN THE PERCENTAGE OF
RAP THAT IS TO BE USED IN THE PRODUCTION. PRODUCTION PROCEDURES USING RAP MATERIAL SHALL CONFORM TO NAPA IS 123. ADDITIONAL RAP
PROVISIONS SHALL BE AS FOLLOWS:
1.MATERIAL-HANDLING MACHINERY SHALL NOT DRIVE ON THE RAP STOCKPILES.
2.RAP MAXIMUM TOP SIZE AGGREGATE INTRODUCED INTO THE MIX SHALL BE 1-1/2 INCHES.
3.DUST (FINES) IN THE RAP, WHEN ADDED TO THE VIRGIN AGGREGATE, SHALL NOT EXCEED THE REQUIREMENTS OF THE VIRGIN MIX DESIGN.
4.MOISTURE CONTENT SHALL BE MONITORED TO ASSURE THAT THE MATERIAL CAN BE THOROUGHLY DRIED AS IT IS PROCESSED.
5.STOCKPILES SHALL BE LEFT UNCOVERED OR STORED UNDER THE ROOF OF AN OPEN-SIDED BUILDING.
6.MATERIAL HANDLING FRONT-END LOADER OPERATORS SHALL BE EXPERIENCED IN HANDING RAP MATERIALS.
7.RAP SHALL BE LOADED IN THE COLD FEED BINS IN SMALL CONSISTENT QUANTITIES WITHOUT CAUSING THE MATERIAL TO COMPACT IN THE BIN.
8.RAP SHALL NOT BE HELD IN THE BIN FOR EXTENDED PERIODS OF TIME, ESPECIALLY ON HOT, HUMID DAYS.
9.DURING PRODUCTION, RAP MATERIAL SHALL NOT BE ALLOWED TO CONTACT OPEN FLAME.
2.2 AGGREGATE SIZE REQUIREMENTS - SUPERPAVE MIX
A.NOMINAL MAXIMUM SIZE THE COMBINED AGGREGATE SHALL HAVE A NOMINAL MAXIMUM AGGREGATE SIZE OF 4.75 TO 19.0 MM FOR SURFACE COURSES AND
NO LARGER THAN 25 MM FOR SUBSURFACE COURSES IN ACCORDANCE WITH TABLE 3 OF AASHTO M323. SELECTION OF THE APPROPRIATE NOMINAL MAXIMUM
AGGREGATE SIZE MIXTURE SHALL BE IN ACCORDANCE WITH NAPA IS 128.
B.GRADATION CLASSIFICATION THE COMBINED AGGREGATE GRADATION SHALL BE CLASSIFIED AS COARSE-GRADED WHEN IT PASSES BELOW THE PRIMARY
CONTROL SIEVE (PCS) CONTROL POINT AS DEFINED IN TABLE 4 OF AASHTO M323. ALL OTHER GRADATIONS SHALL BE CLASSIFIED AS FINE-GRADED.
2.3 ASPHALT_AGGREGATE MIXTURE
A.SUPERPAVE MIX:
1.THE INITIAL, DESIGN, AND MAXIMUM NUMBER OF GYRATIONS SHALL CONFORM TO THE FOLLOWING:
SUPERPAVE GYRATORY COMPACTION EFFORT
DESIGN ESALs COMPACTION PARAMETERS
(MILLION) Ninitial Ndesign Nmax
< 0.3 6 50 75
0.3 < 3 7 75 115
2.THE DESIGN, WHEN COMPACTED IN ACCORDANCE WITH T 312, SHALL MEET THE RELATIVE DENSITY, VMA, VFA, AND DUST-TO-BINDER RATIO REQUIREMENTS
SPECIFIED IN THE FOLLOWING TABLE. AIR VOIDS AT N (DESIGN) SHALL BE 4.0 PERCENT.
SUPERPAVE HMA DESIGN REQUIREMENTS
REQUIRED RELATIVE
DENSITY, PERCENT OF
THEORETICAL MAXIMUM VOIDS IN THE MINERAL AGGREGATE (VMA)DUST-TO-
DESIGN SPECIFIC GRAVITY PERCENT MINIMUM VFA BINDER
ESALSa NOMINAL MAXIMUM AGGREGATE SIZE, MM RANGE,RATIO
(MILLION) NINITIAL NDESIGN NMAX 25.0 12.5 9.5 4.75 PERCENT RANGEb
<0.3 <91.5 96.0 <98.0 12.0 14.0 15.0 16.0 70-80c 0.6-1.2
0.3 TO <3 <90.5 96.0 <98.0 12.0 14.0 15.0 16.0 65-78 0.6-1.2
a DESIGN ESALS ARE THE ANTICIPATED PROJECT TRAFFIC LEVEL EXPECTED ON THE DESIGN PROJECT OVER A 20-YEAR PERIOD. REGARDLESS OF THE ACTUAL
DESIGN LIFE OF THE PROJECT, DETERMINE THE DESIGN ESALS FOR 20 YEARS.
b FOR THE 4.75-MM NOMINAL MAXIMUM SIZE MIXTURES, THE DUST-TO-BINDER RATIO SHALL BE 0.9 TO 2.0.
c FOR THE 25.0-MM NOMINAL MAXIMUM SIZE MIXTURES, THE SPECIFIED LOWER LIMIT OF THE VFA RANGE SHALL BE 67 PERCENT FOR DESIGN TRAFFIC LEVELS
< 0.3 MILLION ESALS.
3.AGGREGATE GRADATION AND ASPHALT CONTENT TOLERANCES FOR ACCEPTANCE OF PLANT PRODUCED MIX SHALL BE AS FOLLOWS:
B.MARSHALL MIX:
1.THE DESIGN SHALL MEET THE REQUIREMENTS SPECIFIED IN THE FOLLOWING TABLE.
MARSHALL HMA DESIGN REQUIREMENTS
a; DESIGN ESALS ARE THE ANTICIPATED PROJECT TRAFFIC LEVEL EXPECTED ON THE DESIGN PROJECT OVER A 20-YEAR PERIOD. REGARDLESS OF THE ACTUAL
DESIGN LIFE OF THE PROJECT, DETERMINE THE DESIGN ESALS FOR 20 YEARS.
bFLAT-FOOT, STATIC BASE HAMMER.
Property Maxiumum tolerance
for any one sample Average of samples
3/4" (19 mm)±7.0 ±4.0
1/2" (12.5 mm)±7.0 ±4.0
#4 (4.75 mm)±6.0 ±3.5
#8 (2.36 mm)±6.0 ±3.5
#50 (0.3 mm)±4.0 ±2.3
#200 (0.075 mm)±2.0 ±1.2
Asphalt Content ±0.4 ±0.3
Air Voids ±2.0 ±1.2
VMA > Min.>Min.
Design
ESALsa
(Million)
Compaction
Effortb
(Blows)
Design Air
Voids,
Percent
Voids in Meneral Aggregate (VMA), Percent
Minimum VFA
Range,
Percent
Minimum
Stability,
pounds
Flow,
inches1 in.3/4 in.1/2 in.3/8 in.
< 0.3 50 3-5 12.0 13.0 14.0 15.0 70-82 1000 0.08-0.16
0.3 < 3 75 3-5 12.0 13.0 14.0 15.0 20-82 1500 0.08-0.16
3.4 APPLICATION
A.APPLY TWO COATS OF SAME COLOR OF PAINT AS SPECIFIED BELOW, AT MANUFACTURER'S RECOMMENDED RATE, WITHOUT ADDITION OF THINNER, WITH
MAXIMUM OF 100 SQUARE FEET PER GALLON OR AS REQUIRED TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND DRY FILM THICKNESS OF 7 ½
MILS PER COAT. PAINT SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 15 MILS. APPLY WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM
STRAIGHT EDGES. AT SIDEWALK CURBS AND CROSSWALKS, USE STRAIGHTEDGE TO ENSURE UNIFORM, CLEAN, AND STRAIGHT STRIPE.
B.INSTALL PAVEMENT MARKINGS ACCORDING TO MANUFACTURER'S RECOMMENDED PROCEDURES FOR THE SPECIFIED MATERIAL.
C.FOLLOWING ITEMS SHALL BE PAINTED WITH COLORS NOTED BELOW:
1.PEDESTRIAN CROSSWALKS: WHITE
2.EXTERIOR SIDEWALK CURBS AND GUARD POSTS: YELLOW
3.EXTERIOR LIGHT POLE BASES: YELLOW (UNLESS OTHERWISE NOTED ON CONSTRUCTION DETAIL).
4.FIRE LANES: RED OR PER LOCAL CODE.
5.LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW.
6.LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE.
7.ADA SYMBOLS: BLUE OR PER LOCAL CODE.
8.ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS.
9.PARKING STALL STRIPING: YELLOW, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS.
10.ASSOCIATE PARKING AREA: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS.
D.APPLY GLASS BEADS AT PEDESTRIAN CROSSWALK STRIPING AND AT LANE STRIPING AND ARROWS AT DRIVEWAYS CONNECTING TO PUBLIC
STREETS. BROADCAST GLASS BEADS UNIFORMLY INTO WET MARKINGS AT A RATE OF 6 LB/GAL.
F.NATIONAL ASPHALT PAVEMENT ASSOCIATION (NAPA):
1.IS 123 - RECYCLING HOT-MIX ASPHALT PAVEMENTS
2.IS 128 - HMA PAVEMENT MIX TYPE SELECTION GUIDE
A. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA):
1. OSHA 01926.1153 RESPIRABLE CRYSTALLINE SILICA.
1.3 QUALITY ASSURANCE
A.PRE_INSTALLATION MEETING: CONVENE A PRE_INSTALLATION MEETING AT THE SITE AT LEAST TWO WEEKS PRIOR TO COMMENCING WORK OF THIS SECTION.
REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING WORK OF THIS SECTION, INCLUDING, BUT NOT LIMITED TO, THE OWNER'S REPRESENTATIVE, CTL'S
REPRESENTATIVE AND INSPECTOR, CONTRACTOR, PAVING SUB-CONTRACTOR AND JOB FOREMAN.
1.CONTACT WALMART CONSTRUCTION MANAGER THREE WEEKS PRIOR TO PRE_INSTALLATION CONFERENCE TO CONFIRM SCHEDULE.
2. RECORD DISCUSSIONS OF MEETING AND DECISIONS AND AGREEMENTS (OR DISAGREEMENTS) REACHED, AND FURNISH COPY OF RECORD TO EACH PARTY
ATTENDING. REVIEW FORESEEABLE METHODS AND PROCEDURES RELATED TO PAVING WORK, INCLUDING THE FOLLOWING:
a.REVIEW PREPARATION AND INSTALLATION PROCEDURES AND COORDINATING AND SCHEDULING REQUIRED WITH RELATED WORK.
b.REVIEW PROPOSED SOURCES OF PAVING MATERIALS, INCLUDING CAPABILITIES AND LOCATION OF PLANT THAT WILL MANUFACTURE HOT-MIX ASPHALT.
c.TOUR, INSPECT AND DISCUSS CONDITION OF SUBGRADE, DRAINAGE STRUCTURES, AND OTHER PREPARATORY WORK.
d.REVIEW REQUIREMENTS FOR PROTECTING PAVING WORK, INCLUDING RESTRICTION OF TRAFFIC DURING INSTALLATION PERIOD AND FOR REMAINDER OF
CONSTRUCTION PERIOD.
e.REVIEW AND FINALIZE CONSTRUCTION SCHEDULE AND VERIFY AVAILABILITY OF MATERIALS, INSTALLER'S PERSONNEL, EQUIPMENT, AND FACILITIES
NEEDED TO MAKE PROGRESS AND AVOID DELAYS.
f.REVIEW PAVING REQUIREMENTS (DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS).
g.REVIEW REQUIRED SUBMITTALS, BOTH COMPLETED AND YET TO BE COMPLETED.
h.REVIEW REQUIRED INSPECTIONS, TESTING PROCEDURES.
i.REVIEW WEATHER AND FORECASTED WEATHER CONDITIONS, AND PROCEDURES FOR COPING WITH UNFAVORABLE CONDITIONS.
j.REVIEW SAFETY PRECAUTIONS RELATING TO PLACEMENT OF PAVING.
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
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12/04/2025
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C800SPECIFICATIONS SHEET 1
PART 3 - EXECUTION
3.1 EXAMINATION
A.VERIFY THAT THE PREPARED BASE MATERIAL HAS BEEN INSPECTED, TESTED, AND GRADIENTS AND ELEVATIONS ARE CORRECT, DRY, AND PROPERLY PREPARED IN
ACCORDANCE WITH SECTION 02715.
3.2 PREPARATION
A.PROOF ROLL PREPARED BASE MATERIAL SURFACE TO CHECK FOR UNSTABLE AREAS IN ACCORDANCE WITH SECTION 02300 INCLUDING DOCUMENTATION AND
RE-PROOF ROLLING AS REQUIRED. PAVING WORK SHALL BEGIN ONLY AFTER UNSUITABLE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING.
B.ESTABLISH AND MAINTAIN REQUIRED LINES AND ELEVATIONS.
C.COVER THE SURFACES OF CURBS, GUTTERS, MANHOLES AND OTHER STRUCTURES ON WHICH THE ASPHALT CONCRETE MIXTURE WILL BE PLACED, WITH A THIN,
UNIFORM COAT OF LIQUID ASPHALT. WHERE THE ASPHALT CONCRETE MIXTURE WILL BE PLACED AGAINST THE VERTICAL FACE OF AN EXISTING PAVEMENT,
CLEAN THE VERTICAL FACE TO REMOVE FOREIGN SUBSTANCES AND APPLY A COATING OF LIQUID ASPHALT AT A RATE OF APPROXIMATELY 0.25 GALLONS PER
SQUARE YARD.
D.DENSITY CONTROL STRIPS.
1.PRIOR TO BEGINNING PLACEMENT OF ASPHALT, CONSTRUCT ASPHALT CONCRETE DENSITY CONTROL STRIPS.
2.SOURCE AND TYPE OF MATERIAL, MATERIAL REQUIREMENTS, AND LAYDOWN AND COMPACTION EQUIPMENT USED FOR COMPACTION SHALL BE THE SAME
AS THAT TO BE USED IN THE PROJECT.
3.THE SUBGRADE OR PAVEMENT LAYER UPON WHICH THE CONTROL STRIP IS CONSTRUCTED SHALL TESTED PRIOR TO CONSTRUCTION OF THE CONTROL
STRIP.
4.THE CONTROL STRIP SHALL BE A MINIMUM OF 250 LINEAR FEET LONG AND ONE PAVER WIDTH WIDE.
5.ROLLING THE CONTROL STRIP SHALL CONTINUE UNTIL NO APPRECIABLE INCREASE IN DENSITY IS OBTAINED BY ADDITIONAL COVERAGES.
6.UPON COMPLETION OF ROLLING, THE CONTRACTOR SHALL USE A NUCLEAR TESTING DEVICE TO ESTABLISH THE MEAN DENSITY OF THE CONTROL STRIP.
THE MEAN DENSITY WILL BE BASED ON 10 TESTS TAKEN AT RANDOMLY SELECTED SITES WITHIN THE CONTROL STRIP AREA. THE NUCLEAR GAUGE WILL BE
CALIBRATED WITH THE AVERAGE OF 3 CORES TAKEN FROM THE SAME AREA. THE AVERAGE OF THE CORES SHALL MEET THE SPECIFIED DENSITY
REQUIREMENTS. THE CALIBRATION FACTOR BETWEEN THE AVERAGE NUCLEAR DENSITY AND AVERAGE CORE DENSITY SHALL BE APPLIED TO THE
CONTRACTOR'S NUCLEAR GAUGE FOR CONTRACTOR'S DENSITY MONITORING.
E.EQUIPMENT:
1.EQUIPMENT NECESSARY FOR THE PAVING OF ASPHALT CONCRETE SHALL BE ON THE PROJECT PRIOR TO BEGINNING PAVING OPERATIONS.
2.MAINTAIN EQUIPMENT IN SATISFACTORY OPERATING CONDITION AND CORRECT BREAKDOWNS IN MANNER THAT WILL NOT DELAY OR BE DETRIMENTAL
TO THE SCHEDULE OF PAVING OPERATIONS.
3.3 APPLICATION
A.TACK COAT:
1.APPLY TO CONTACT SURFACES OF PREVIOUSLY CONSTRUCTED ASPHALT CONCRETE BASE COURSES OR PORTLAND CEMENT CONCRETE AND SURFACES
ABUTTING OR PROJECTING INTO ASPHALT CONCRETE OR INTO ASPHALT CONCRETE PAVEMENT.
2.APPLY TACK COAT TO ASPHALT CONCRETE BASE COURSE OR SAND ASPHALT BASE COURSE. APPLY EMULSIFIED ASPHALT TACK COAT BETWEEN EACH LIFT
OR LAYER OF FULL DEPTH ASPHALT CONCRETE AND SAND ASPHALT BASES AND ON SURFACE OF BASES WHERE ASPHALT CONCRETE PAVING WILL BE
CONSTRUCTED.
3.APPLY AT RATE WHICH PRODUCES A RESIDUAL OF ASPHALT CEMENT BETWEEN 0.04 AND 0.06 GAL PER SQ. YD OF SURFACE.
4.ALLOW DRYING UNTIL AT PROPER CONDITION TO RECEIVE PAVING.
3.4 ASPHALT CONCRETE PLACEMENT
A.PLACE ASPHALT CONCRETE MIXTURE ON COMPLETED, COMPACTED UNDERLYING SURFACE, SPREAD, AND STRIKE OFF. SPREAD MIXTURE AT THE MINIMUM
AMBIENT TEMPERATURE THAT WILL ALLOW THE REQUIRED DENSITY TO BE ACHIEVED.
B.WHENEVER POSSIBLE, SPREAD PAVEMENT BY FINISHING MACHINE; HOWEVER, INACCESSIBLE OR IRREGULAR AREAS MAY BE PLACED BY HAND METHODS. SPREAD
HOT MIXTURE UNIFORMLY TO REQUIRED DEPTH WITH HOT SHOVELS AND RAKES. AFTER SPREADING, CAREFULLY SMOOTH HOT MIXTURE TO REMOVE
SEGREGATED COURSE AGGREGATE AND RAKE MARKS. RAKES AND LUTES USED FOR HAND SPREADING SHALL BE TYPE DESIGNED FOR USE ON ASPHALT
MIXTURES. DO NOT DUMP LOADS FASTER THAT THEY CAN BE PROPERLY SPREAD. WORKERS SHALL NOT STAND ON LOOSE MIXTURE WHILE SPREADING.
C.PLACEMENT AND ROUTING OF HAULING AND PLACING EQUIPMENT SHALL BE CONDUCTED IN A MANNER TO AVOID TIRE TRACKING OF BITUMINOUS MATERIAL
ONTO EXISTING PAVED SURFACES.
D.PAVING MACHINE PLACEMENT: APPLY SUCCESSIVE LIFTS OF ASPHALT CONCRETE IN TRANSVERSE DIRECTIONS EXCEPT WHEN PLACING WITHIN SMALL AREAS,
PARALLEL LIFTS MAY BE PLACED WHEN CONSIDERED MORE PRACTICAL. JOINTS OF SUCCESSIVE PARALLEL LIFTS SHALL BE OFFSET A MINIMUM OF 2 FEET. PLACE
SURFACE COURSE PARALLEL TO FLOW OF TRAFFIC. PLACE ASPHALT PAVING IN TYPICAL STRIPS NOT LESS THAN 10'-0" WIDE. ASPHALT CONCRETE PAVEMENT,
INCLUDING BASE AND SURFACE COURSE, SHALL BE PLACED IN TWO OR MORE LIFTS AS INDICATED ON DRAWINGS. PAVEMENT THICKNESSES SHALL BE
THICKNESS SHOWN ON THE DRAWINGS FOR EACH COURSE BUT NOT LESS THAN 1-1/2 INCH NOR MORE THAN 3 INCHES FOR EACH LIFT.
3.5 ROLLING AND COMPACTION
A.AFTER BEING SPREAD, MIXTURE SHALL BE COMPACTED BY ROLLING AS SOON AS IT WILL BEAR THE WEIGHT OF ROLLERS WITHOUT UNDUE DISPLACEMENT.
NUMBER, WEIGHT, TYPES OF ROLLERS, AND SEQUENCES OF ROLLING OPERATIONS SHALL BE SUCH THAT THE REQUIRED DENSITY AND SURFACE ARE
CONSISTENTLY ATTAINED WHILE THE MIXTURE IS IN WORKABLE CONDITION.
B.COMPACT MIXTURE WITH HOT HAND TAMPERS OR VIBRATING PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS.
C.BREAKDOWN ROLLING: PERFORM BREAKDOWN OR INITIAL ROLLING IMMEDIATELY FOLLOWING ROLLING OF JOINTS AND OUTSIDE EDGE. CHECK SURFACE AFTER
BREAKDOWN ROLLING AND REPAIR DISPLACED AREAS BY LOOSENING AND FILLING WITH HOT MATERIAL.
D.INTERMEDIATE ROLLING: FOLLOW BREAKDOWN ROLLING AS SOON AS POSSIBLE WHILE MIXTURE IS HOT. CONTINUE SECOND ROLLING UNTIL MIXTURE HAS BEEN
THOROUGHLY COMPACTED AS FOLLOWS:
1.MINIMUM AVERAGE DENSITY: 93 PERCENT OF THEORETICAL MAXIMUM DENSITY ACCORDING TO AASHTO T209 OR ASTM D2041, WITH NO INDIVIDUAL
TEST LESS THAN 91 PERCENT NOR GREATER THAN 97 PERCENT.
E.FINISH ROLLING: PERFORM FINISH ROLLING WHILE MIXTURE IS STILL WARM ENOUGH FOR REMOVAL OF ROLLER MARKS. CONTINUE ROLLING UNTIL ROLLER
MARKS ARE ELIMINATED AND COURSE HAS ATTAINED MAXIMUM DENSITY.
F.PATCHING: REMOVE AND REPLACE PAVING AREAS MIXED WITH FOREIGN MATERIALS AND DEFECTIVE AREAS. CUT OUT SUCH AREAS AND FILL WITH FRESH, HOT
ASPHALT CONCRETE. COMPACT BY ROLLING TO MAXIMUM SURFACE DENSITY AND SMOOTHNESS.
G.PROTECTION: AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS COOLED AND HARDENED. ERECT BARRICADES TO
PROTECT PAVING FROM TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO BECOME MARKED. ANY MASKED OR MARRED FINISH SURFACES SHALL BE
REPAIRED OR SMOOTHED.
H.COMPACTION AT UNSUPPORTED EDGES OF PAVEMENTS: START THE FIRST ROLLER PASS 12-15 INCHES FROM THE UNSUPPORTED EDGE. ALLOW THE
UNCOMPACTED ASPHALT TO ACT AS A DIKE TO HOLD THE MAT IN PLACE. THE FINAL PASS OVER THE UNCOMPACTED DIKE SHOULD NOT SLOUGH OFF IF THE
ROLLER IS SUPPORTED ON THE COMPACTED MAT.
3.6 JOINTS
A.GENERAL: PLACE EACH ASPHALT PAVING LAYER AS CONTINUOUS AS POSSIBLE TO KEEP THE NUMBER OF JOINTS TO A MINIMUM. CREATE JOINTS BETWEEN OLD
AND NEW PAVEMENT, BETWEEN SUCCESSIVE DAYS WORK, AND WHERE THE MIXTURE HAS BECOME COLD (LESS THAN 140 DEGREES F). MAKE THESE JOINTS IN
SUCH A MANNER AS TO CREATE A CONTINUOUS BOND BETWEEN THE OLD AND NEW PAVEMENT CONSTRUCTION COURSES.
B.CONSTRUCTION JOINTS SHALL HAVE SAME TEXTURE, DENSITY, AND SMOOTHNESS AS OTHER SECTIONS OF ASPHALT CONCRETE COURSE.
C.TRANSVERSE JOINTS: IF PLACING OF MATERIAL IS DISCONTINUED OR IF MATERIAL IN PLACE BECOMES COLD, MAKE A JOINT RUNNING PERPENDICULAR TO THE
DIRECTION TRAVELED BY THE PAVER. BEFORE PLACEMENT CONTINUES, TRIM THE EDGE OF THE PREVIOUSLY PLACED PAVEMENT TO A STRAIGHT LINE
PERPENDICULAR TO THE PAVER AND CUT BACK TO EXPOSE AN EVEN VERTICAL SURFACE FOR THE FULL THICKNESS OF THE COURSE. WHEN PLACEMENT
CONTINUES, POSITION THE PAVER ON THE TRANSVERSE JOINT SO THAT SUFFICIENT HOT MIXTURE WILL BE SPREAD IN ORDER TO CREATE A JOINT AFTER
ROLLING THAT CONFORMS TO THE REQUIRED SMOOTHNESS. IF THE TEMPERATURE OF THE PREVIOUSLY PLACED PAVEMENT MATERIAL DROPS BELOW 140
DEGREES F BEFORE PAVING IS RESUMED, GIVE THE EXPOSED VERTICAL FACE A THIN COAT OF LIQUID ASPHALT JUST BEFORE PAVING IS CONTINUED.
D.LONGITUDINAL JOINTS: COAT LONGITUDINAL JOINTS THAT ARE NOT COMPLETED BEFORE THE PREVIOUSLY LAID MIXTURE HAS COOLED TO A TEMPERATURE
BELOW 140 DEGREES F, WITH LIQUID ASPHALT JUST BEFORE PAVING IS CONTINUED.
3.7 FIELD QUALITY CONTROL
A.FIELD QUALITY CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH SECTION 01452. FIELD QUALITY CONTROL TESTING AND
INSPECTION SHALL BE AT THE DISCRETION OF THE CONTRACTOR (EXCEPT FOR SPECIFIED MANDATORY TESTING LISTED BELOW) AS NECESSARY TO ASSURE
COMPLIANCE WITH CONTRACT REQUIREMENTS. OWNER T&I SHALL NOT BE CONSIDERED A SUBSTITUTE FOR THE CONTRACTOR'S RESPONSIBILITY TO PERFORM
SIMILAR ROUTINE, NECESSARY, AND CUSTOMARY TESTING AND INSPECTION OF THE METHODS AND FREQUENCY SUITABLE FOR THE TYPE OF WORK INVOLVED.
B.MANDATORY TESTING:
1.PAVEMENT THICKNESS: MEASURE PAVEMENT THICKNESS BEHIND THE PAVER AT THE BEGINNING OF AND DURING PAVEMENT PLACING OPERATIONS TO
ASSURE PROPER THICKNESS.
2.FIELD DENSITY TEST FOR IN-PLACE MATERIALS: IN-PLACE DENSITY TESTS BY NUCLEAR METHOD IN ACCORDANCE WITH ASTM D2950. NUCLEAR DENSITY
SHALL BE CORRELATED WITH ASTM D1188 OR D2726 OR AASHTO T166, T275, T331 AS APPLICABLE.
A.DENSITY TESTS ON SUBGRADES AND AGGREGATE BASE COURSES TO BE OVERLAID BY PAVEMENTS SHALL BE PERFORMED WITHIN 48 HOURS PRIOR TO
PLACEMENT OF THE PAVEMENT LIFT. IF INCLEMENT WEATHER OCCURS AFTER TESTING, RETEST PRIOR TO PLACEMENT OF NEXT LIFT. TESTING FREQUENCIES
SHALL BE AS SPECIFIED IN SECTIONS 02300 AND 02715 RESPECTIVELY.
C.CORING HOLES REMAINING FROM CORES TAKEN BY THE CTL SHALL BE IMMEDIATELY FILLED BY THE CONTRACTOR WITH FULL DEPTH, HOT-MIX ASPHALT
CONCRETE OR NON-SHRINK GROUT TINTED TO MATCH THE SURROUNDING PAVEMENT.
D.OBTAIN TEST SAMPLES FOR VOLUMETRIC TESTING FROM THE TRUCK AT THE ASPHALT PLANT. MIXTURE SAMPLES SHALL BE TAKEN AT LEAST 2 TIMES FOR EVERY
8 HOUR DAY. DELIVER SAMPLES TO THE CTL FOR TESTING BY THE CTL:
E.AREAS OF DEFICIENT PAVING, INCLUDING COMPACTION, SMOOTHNESS, THICKNESS, AND ASPHALT MIXTURE, SHALL BE DELINEATED, REMOVED, AND REPLACED
IN COMPLIANCE WITH SPECIFICATIONS REQUIREMENTS. ALTERNATIVE REMEDIAL OR CORRECTIVE MEASURES FOR REPAIR OF DEFICIENT PAVING MAY BE
ALLOWED PROVIDED A PLAN OF CORRECTIVE ACTION IS SUBMITTED IN THE FORM OF A REQUEST FOR INFORMATION (RFI) AND THE PLAN IS APPROVED BY THE
CEC.
F.PROVIDE CERTIFICATION IN WRITING THAT ASPHALT PLACEMENT IS IN ACCORDANCE WITH SPECIFICATION REQUIREMENTS.
G.PROVIDE DOCUMENTATION TO THE CTL OF PROOF ROLLING AND OF SUBGRADE AND AGGREGATE BASE COMPACTION TESTING PRIOR TO PAVEMENT
PLACEMENT EACH DAY IN THE AREAS TO BE PAVED INCLUDING THE DENSITY CONTROL STRIP.
3.8 OWNER TESTING AND INSPECTION (T&I) AND OBSERVATION
A.THE OWNER WILL PERFORM TESTING AND INSPECTION (T & I) AS SPECIFIED IN APPENDIX B (SECTION 02740).
END OF SECTION
SECTION 16525 (25 5630) - SITE LIGHTING
PART 1 - GENERAL
1.1 SUMMARY
A.SECTION INCLUDES:
1.OWNER FURNISHED EXTERIOR SITE LIGHTING LUMINAIRES FOR INSTALLATION BY CONTRACTOR.
2.OWNER FURNISHED SITE LIGHTING POLES FOR INSTALLATION BY CONTRACTOR.
3.SITE LIGHTING ACCESSORIES PROVIDED BY CONTRACTOR.
B.RELATED REQUIREMENTS:
1.SECTION 03311 - SITE STRUCTURAL CONCRETE: CONCRETE, REINFORCEMENT, AND TESTING FOR LIGHT POLE BASE.
2.SECTION 05120 - STRUCTURAL STEEL: ANCHOR BOLTS LIGHT POLE BASE.
3.SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS: GROUNDING AND BONDING.
4.SECTION 16100 - WIRING METHODS: CONDUIT, WIRE AND CABLE.
5.APPENDIX A - PRODUCTS AND WORK BY OWNER OR SEPARATE CONTRACTOR
a.GENERAL PROCEDURES RELATED TO OWNER FURNISHED PRODUCTS AND TRANSPORT, HANDLE, STORE AND PROTECT PRODUCTS.(FORMERLY
INCLUDED IN SECTION 01640)
b.MANUFACTURERS, SUPPLIERS, AND VENDOR CONTACTS AND PRODUCT NAMES AND NUMBERS RELATED TO OWNER FURNISHED PRODUCTS.
(FORMERLY INCLUDED IN SECTION 01645)
6.APPENDIX B - TESTING, INSPECTION, AND OBSERVATION BY OWNER.
1.2 DELIVERY, STORAGE AND HANDLING
A.RECEIVE OWNER FURNISHED PRODUCTS IN COMPLIANCE WITH THE REQUIREMENTS OF APPENDIX A.
B.REPORT SUBSTANTIAL DAMAGE WHICH WILL REQUIRE POLE REPLACEMENT IMMEDIATELY TO WAL-MART CONSTRUCTION MANAGER.
C.HANDLE, STORE, AND PROTECT PRODUCTS IN COMPLIANCE WITH THE REQUIREMENTS OF SECTION 01600 AND MANUFACTURER'S RECOMMENDATIONS.
D.DO NOT USE CUTTING INSTRUMENTS (I.E. KNIVES) TO REMOVE POLE PACKAGING MATERIAL.
PART 2 - PRODUCTS
2.1 OWNER FURNISHED PRODUCTS
A.OWNER'S SITE LIGHTING VENDOR (HEREINAFTER REFERRED TO AS “VENDOR”) WILL FURNISH LIGHTING FIXTURES, LAMPS, AND POLES, AS INDICATED ON
DRAWINGS AND AS SPECIFIED IN APPENDIX A (SECTION 16525), FOR INSTALLATION BY CONTRACTOR.
2.2 SITE LIGHTING POLE ACCESSORIES (CONTRACTOR FURNISHED AND INSTALLED)
A.LIGHT POLE BASE PULL BOX (POLES WITH SECURITY CAMERAS): PVC, UL LISTED, CSA CERTIFIED, NEMA 4X. CARLON E1212C24 WITH E1212DIV FIELD INSTALLABLE
DIVIDER. IN THE CASE OF DAMAGE, PROVIDE CARLON REPLACEMENT E1212L24.
B.LIGHT POLE JUNCTION BOX (POLES WITH SECURITY CAMERAS): NEMA 4, HOFFMAN A.
C.PAVED AREA PULL BOX: QUAZITE PG1730BA28 BOX 17” X 30” X 28” WITH PG1730HH00.
D.CONCRETE: CONCRETE AND REINFORCEMENT FOR LIGHT POLE BASES SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN SECTION 03311. ANCHOR BOLTS
SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN SECTION 05120.
PART 3 - EXECUTION
3.1 INSTALLATION
A.INSTALL OWNER AND CONTRACTOR FURNISHED SITE LIGHTING PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND AS INDICATED
ON DRAWINGS.
B.APPLY TOUCH-UP PAINT TO SITE LIGHTING POLES.
C.PROVIDE ELECTRICAL SYSTEM FOR SITE LIGHTING INCLUDING WIRING, CONDUIT AND EXTERIOR COATING GRC BENDS AND ELBOWS FOR UNDERGROUND
CONDUIT AS SPECIFIED IN SECTION 16100.
D.COMPLY WITH THE REQUIREMENTS FOR TRENCHING AND BACKFILLING SPECIFIED IN SECTION 02300.
E.PROVIDE GROUNDING OF POLE AND FIXTURE AS INDICATED ON DRAWINGS AND AS SPECIFIED IN SECTION 16050.
3.2 MAINTENANCE AND REPLACEMENT DURING CONSTRUCTION
A.MAINTAIN LIGHTING FIXTURES, LAMPS, BALLAST/DRIVERS AND POLES DURING CONSTRUCTION, POSSESSION, AND UNTIL STORE GRAND OPENING.
COORDINATE REPLACEMENT OF DEFECTIVE, LOST, OR DAMAGED EQUIPMENT WITH SITE LIGHTING VENDOR.
B.CONTRACTOR RESPONSIBILITY:
1.PROVIDE PERFORMANCE TESTING AT LEAST FOUR WEEKS PRIOR TO SUBSTANTIAL COMPLETION.
2.COORDINATE VENDOR ON-SITE EVALUATION OF ABNORMAL COMPONENT FAILURES OF BALLAST/DRIVER AND LAMPS AT LEAST TWO WEEKS PRIOR TO
SUBSTANTIAL COMPLETION. PROVIDE LABOR FOR ROUTINE AND NORMAL MAINTENANCE OF EQUIPMENT INCLUDING TROUBLESHOOTING AND
DETERMINATION OF LIGHTING FAILURE.
3.PROVIDE MATERIAL AND LABOR FOR REPLACEMENT OF LOSS, BREAKAGE, OR OTHER DAMAGE DUE TO FAULT OF CONTRACTOR INCLUDING LAMPS.
4.CONTACT VENDOR TO ORDER REPLACEMENT PARTS IN TIME TO HAVE FIXTURES FULLY OPERATIONAL THREE WEEKS PRIOR TO GRAND OPENING.
C.REPLACEMENT PROCEDURE - GENERAL:
1.IMMEDIATELY NOTIFY VENDOR AND REQUEST REPLACEMENT OF DAMAGED FIXTURES, BALLAST/DRIVERS, OR LAMPS DELIVERED TO THE JOBSITE.
2.IF SHIPPING DAMAGE IS CONCEALED, NOTIFY CARRIER AND VENDOR WITHIN 15 DAYS OF ACCEPTANCE OF FREIGHT. PROVIDE VENDOR A COPY OF THE
WRITTEN NOTIFICATION SENT TO THE CARRIER.
D.ADDITIONAL BALLAST/DRIVER REPLACEMENT PROCEDURE:
1.ORDER REPLACEMENT BALLAST/DRIVER FROM VENDOR. REQUEST RETURN AUTHORIZATION NUMBER FROM VENDOR TO RETURN DEFECTIVE
BALLAST/DRIVER NO LATER THAN GRAND OPENING.
2.RETURN ALL DEFECTIVE BALLAST/DRIVERS TO VENDOR. VENDOR WILL ARRANGE PICKUP AND RETURN, INCLUDING SHIPPING COSTS, OF DEFECTIVE
BALLAST/DRIVER. COST FOR BALLAST/DRIVER NOT RETURNED WITHIN THE SPECIFIC TIME FRAME OR RETURNED BUT NOT DEFECTIVE WILL BE CHARGED TO
THE CONTRACTOR.
E.OWNER RESPONSIBILITY:
1.COSTS FOR REPLACEMENT BY OWNER IS SPECIFIED IN APPENDIX A.
3.3 FIELD QUALITY CONTROL
A.FIELD QUALITY CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH SECTION 01452. EXCEPT FOR SPECIFIED MANDATORY
TESTING, FIELD QUALITY CONTROL TESTING AND INSPECTION SHALL BE AT THE DISCRETION OF THE CONTRACTOR AS NECESSARY TO ASSURE COMPLIANCE
WITH CONTRACT REQUIREMENTS. OWNER T&I SPECIFIED IN APPENDIX B SHALL NOT BE CONSIDERED A SUBSTITUTE FOR THE CONTRACTOR'S RESPONSIBILITY
TO PERFORM SIMILAR ROUTINE, NECESSARY, AND CUSTOMARY TESTING AND INSPECTION OF THE METHODS AND FREQUENCY SUITABLE FOR THE TYPE OF
WORK INVOLVED.
B.PERFORMANCE TESTING: CONDUCT PARKING LOT LIGHTING TEST AT LEAST FOUR WEEKS PRIOR TO SUBSTANTIAL COMPLETION CONSISTING OF DUSK TO
DAWN OPERATION OF LUMINAIRES AND LAMPS FOR 100 HOURS. DO NOT ENERGIZE FIXTURES DURING DAYLIGHT HOURS TO AVOID LIABILITY FOR HEAT
DAMAGE TO FIXTURES. WITNESS AND CERTIFY CONTINUOUS OPERATION AND TIME DURATION OF TEST. REPLACE DEFECTIVE COMPONENTS WITH
REPLACEMENT OWNER FURNISHED COMPONENTS IN ACCORDANCE WITH APPENDIX A. REINSTALL COMPONENTS AT LEAST THREE WEEKS PRIOR TO GRAND
OPENING.
END OF SECTION
Property Maxiumum tolerance for
any one sample Average of samples
3/4" (19 mm)±7.0 ±4.0
1/2" (12.5 mm)±7.0 ±4.0
#4 (4.75 mm)±6.0 ±3.5
#8 (2.36 mm)±6.0 ±3.5
#50 (0.3 mm)±4.0 ±2.3
#200 (0.075 mm)±2.0 ±1.2
Asphalt Content ±0.4 ±0.3
Air Voids ±2.0 ±1.2
VMA > Min.>Min.
2.AGGREGATE GRADATION AND ASPHALT CONTENT TOLERANCES FOR ACCEPTANCE OF PLANT PRODUCED MIX SHALL BE AS FOLLOWS:BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
I
N
C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
BL
12/04/25
24000546
CI
T
Y
O
F
W
I
L
M
I
N
G
T
O
N
,
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
NC
80
3
5
M
A
R
K
E
T
S
T
.
SU
P
E
R
C
E
N
T
E
R
#
04
0
6
5
.
2
7
5
C810SPECIFICATIONS SHEET 2
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
UG
E
UG
E
UG
E
U
G
E
UG
E
UG
E
U
G
E
U
G
E
U
G
E
UG
E
UG
E
U
G
T
U
G
T
GAS
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
U
G
T
UG
T
UG
T
UG
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
U
G
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UG
T
UG
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
U
G
T
UGEUGEUGE
UGE
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
H
A
Y
S
L
A
N
E
PLANTER
GHSDOLLY
PLANTER
SSSSSSSSSSSSSS
SS
SS
6" PVC
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
UGE
288.5 SF
LANDSCAPE
AREA
280.3 SF
LANDSCAPE
AREA
150.3 SF
LANDSCAPE
AREA
1,504 SF
LANDSCAPE
AREA
163.9 SF
LANDSCAPE
AREA
6 HQ
7 IVN
6 HQ
7 IVN
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
UG
E
U
G
E
UG
E
U
G
E
UG
E
U
G
T
GA
S
GA
S
GA
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
GA
S
UG
T
UG
T
UG
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
UG
T
UGT
UGT
UGT
UGT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UG
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
UGT
UGT
UGT
UGEUGE
U
G
E
U
G
E
U
G
E
U
G
E
UG
E
HA
Y
S
L
A
N
E
H
A
Y
S
L
A
N
E
PLANTER PLANTER
GHSDOLLY
D
D
VESTIBULE-GR
PLANTER PLANTER
CARTSTORAGE-GRVESTIBULE-GR
SOD
A
MACH
I
N
E
GR1
SER
V
I
C
E
KIOS
K
FRON
T
CARTSTORAGE-GR
SSSSSS6" PVC
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
EXISTING
TREES TO
REMAIN -
TYP
EXISTING
SHRUBS TO
REMAIN -
TYP
15' PUBLIC UTILITY EASEMENT
(NO TREES)
15' PU
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15' PU
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15' PUBLIC UTILITY EA
S
E
M
E
N
T
3 AR
4 CC
3 AR
1 AR
1 CC
3 JVB
1 AR
5 IAS
4 JVB
3 IAS
3 CC
1 AR
1 AR
1 CC
1 CC
1 CC
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
I
N
C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
0
1"=20'
20'10'
SCALE: 1"=20'
DRW
BL
12/04/25
24000546
CI
T
Y
O
F
W
I
L
M
I
N
G
T
O
N
,
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
NC
80
3
5
M
A
R
K
E
T
S
T
.
SU
P
E
R
C
E
N
T
E
R
#
04
0
6
5
.
2
7
5
LANDSCAPE REQUIREMENTS SUMMARY
TOTAL TREES
REQUIRED
REQUIRED IF GROSS FLOOR AREA
INCREASES 10-25% OR 5-20 NEW
PARKING SPACES ADDED
N/A
STREET YARD
(ALONG HAYS LN ONLY)
EXISTING DENSE
VEGETATION ALONG
MARKET STREET
PARKING LOT
LANDSCAPE
8% OF PARKING AREA. 1 TREE / ISLAND.
PARKING SPACE 120' FROM ISLAND.
PARKING AREA & ACCESS
AISLES = 13,551 SF
LANDSCAPE AREA
REQUIRED = 1,084 SF
10 TREE ISLANDS
LANDSCAPE AREA PROVIDED =
2,236.7 SF
(2) EXISTING TREES
(8) PROPOSED TREES
PERIMETER LANDSCAPE EXISTING IRRIGATION SYSTEM TO
BE MODIFIED TO ACCOMMODATE
NEW PLANTINGS
(1) TREE PER 20 LF OF FRONTAGE FRONTAGE = 1,084 LF MINUS
DRIVEWAYS (120.81 LF) = 963.19 LF
/20 = 49 TREES REQUIRED.
(13) EXISTING TREES
(34) PROPOSED TREES
12.5 SF PER 1 LF OF FRONTAGE FRONTAGE = 1084 LF
MINUS DRIVEWAYS (120.81
LF) = 963.19 LF X 12.5
SF/LF= 12,040 SF
REQUIRED.
N/A
(8) QP
EX. TREE TO BE PRESERVED
EX. TREE TO BE PRESERVED
EX. TREE TO BE PRESERVED
EX. TREE TO BE PRESERVED
N/A
GROSS FLOOR AREA
INCREASE IS LESS THAN 10%.
120' RADIUS
C900LANDSCAPE PLAN
CONTRACTOR SHALL CONTACT
811 FOR LOCATION OF ALL
UTILITIES, AT LEAST 72 HOURS
PRIOR TO BEGINNING
CONSTRUCTION
see specification sheets for
landscape and irrigation
specifications
40'20'
SCALE: 1"=40'
PLANT LIST
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
I
N
C
.
N O R T H CAROLINA
PR O F E SSION
A
L
ENGINE E R
JAMES A . L O W E
SEAL
20370
12/04/2025
1"=##'
DRW
BL
12/04/25
24000546
CI
T
Y
O
F
W
I
L
M
I
N
G
T
O
N
,
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
NC
80
3
5
M
A
R
K
E
T
S
T
.
SU
P
E
R
C
E
N
T
E
R
#
04
0
6
5
.
2
7
5
TY
P
.
4"
12"
TYP.
C910LANDSCAPE DETAILS
CURB
SLOPE
SUBSOIL - SCARIFIED
EXCAVATE SUBGRADE SOIL
AND BACKFILL WITH CLEAN,
FRIABLE TOPSOIL. REMOVE
ALL BASE COURSE MATERIAL.
MOUND ALL ISLANDS AT 3:1 SLOPE,
MAXIMUM HEIGHT NOT TO EXCEED 12" ABOVE TOP OF CURB.
IN SMALL ISLANDS, WHERE WIDTH GETS NARROW,
FLATTEN SLOPE RATION TO CREATE A SMOOTH GROUND PLANE.
L3B N.T.S.
see specification sheets for
landscape and irrigation
specifications