HomeMy WebLinkAboutWM 4065.275 Wilmington, NC - Civil Plans_v1 (1)BYREVISIONS
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N O R T H CAROLIN
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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
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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: 20.46± AC.
ZONING: B-2 BUSINESS DISTRICT SPECIAL HWY OVERLAY DISTRICT
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
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
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ENVIRONMENTALCAGE
PLANTER PLANTER PLANTER
PLANTER
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VESTIBULE-GRVESTIBULE-GM
ENVIRONMENTALCAGE
PLANTER
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PLANTER PLANTER PLANTER
RISERCLOSET
CARTSTORAGE-GRVESTIBULE-GRVESTIBULE-GMCARTSTORAGE-GM
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MIRROR 1MIRROR 1
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
BYREVISIONS
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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
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12/04/25
24000546
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C010OVERALL SITE PLAN
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1 OF 2
Know what's below.
Call before you dig.
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DATUMS
Horizontal: Grid North, NAD83, North Carolina State Plane
(North American Datum of 1983) (2011)
US Survey Foot, New Hanover County, North Carolina
Vertical: NAVD88 (North American Vertical Datum of 1988)
Geoid:Geoid18 (Conus)
TITLE COMMITMENT
FIDELITY NATIONAL TITLE INSURANCE COMPANY
COMMITMENT NO. 5000014547 - COMMITMENT DATE: APRIL 10, 2025 AT 12:00AM
SCHEDULE B SECTION II - EXCEPTIONS
THIS SURVEY AND COMMENTS TO TITLE EXCEPTIONS ARE BASED ON THE SURVEY AREA
LIMITS SHOWN HEREON, WHICH IS A PORTION OF THE LAND DESCRIBED IN THE TITLE
COMMITMENT EXHIBIT “A”.
1.ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS
FOR THE FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS
DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF THE
SCHEDULE B, PART I--REQUIREMENTS ARE MET.
2.RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS.
3.ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE
CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE
AND COMPLETE LAND SURVEY OF THE LAND.
4.EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORDS.
5.ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIAL HERETOFORE OR
HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS.
6.TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE
PUBLIC RECORDS.
7.TAXES FOR THE YEAR 2025 AND SUBSEQUENT YEARS, A LIEN NOT YET DUE AND
PAYABLE.
8.BOUNDARY LINE AGREEMENT DATED DECEMBER 7, 1973, BY AND BETWEEN HAROLD
GREENE AND JEAN GREENE, AND WILLIAM SCHWARTZ AND BERNICE R. SCHWARTZ AND
ALBERT C. BEALL AND MARY D. BEALL, RECORDED ON DECEMBER 20, 1973 IN DEED BOOK
992, PAGE 127.
-DOES NOT AFFECT SUBJECT AREA
9.EASEMENT AGREEMENT IN FAVOR OF AMERICAN TELEPHONE AND TELEGRAPH
COMPANY, A NEW YORK CORPORATION SET FORTH IN INSTRUMENT RECORDED ON
AUGUST 15, 1989 IN DEED BOOK 1466, PAGE 1031.
-DOES NOT AFFECT SUBJECT AREA
10.MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 41, PAGE 177.
-NO PLOTTABLE SURVEY ITEMS AFFECTING SUBJECT AREA
11.MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 43, PAGE 5.
-NO PLOTTABLE SURVEY ITEMS AFFECTING SUBJECT AREA
12.EASEMENT AGREEMENT DATED SEPTEMBER 17, 2002, BY AND BETWEEN MEDAC HEALTH
SERVICES, P.A., A NORTH CAROLINA PROFESSIONAL CORPORATION AND FORGE
DEVELOPMENT, LLC, A NORTH CAROLINA LIMITED PARTNERSHIP, RECORDED ON
SEPTEMBER 18, 2002 IN DEED BOOK 3436, PAGE 812.
-DOES NOT AFFECT SUBJECT AREA
13.MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 44, PAGE 107.
-NO PLOTTABLE SURVEY ITEMS AFFECTING SUBJECT AREA
14.RECIPROCAL EASEMENT AGREEMENT DATED JUNE 4, 2003, BY AND BETWEEN NEW
HANOVER REGIONAL MEDICAL CENTER, A NORTH CAROLINA NONPROFIT CORPORATION
AND FORGE DEVELOPMENT, LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY,
RECORDED ON JUNE 4, 2003 IN DEED BOOK 3823, PAGE 958.
-DOES NOT AFFECT SUBJECT AREA
15.TERMS AND CONDITIONS OF MEMORANDUM OF TOWER LEASE AGREEMENT DATED
SEPTEMBER 12, 2005 BY AND BETWEEN NEW HANOVER REGIONAL MEDICAL CENTER, AND
NEW CINGULAR WIRELESS PCS, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND THE
SUCCESSOR BY MERGER WITH BELLSOUTH PERSONAL COMMUNICATIONS LLC, A
DELAWARE LIMITED LIABILITY COMPANY, DATED DECEMBER 31, 2004, FOR ITSELF AND AS
GENERAL PARTNER OF BELLSOUTH CAROLINAS PCS, L.P., A DELAWARE LIMITED
PARTNERSHIP, RECORDED ON NOVEMBER 22, 2005 IN DEED BOOK 4940, PAGE 226.
AMENDMENT TO SITE DESIGNATION SUPPLEMENT (FOR ISE ON POST-SEPTEMBER 1, 2002
AMENDMENTS) DATED JUNE 1, 2004 AND RECORDED ON FEBRUARY 23, 2006 IN DEED
BOOK 4982, PAGE 2852. MEMORANDUM OF FIRST AMENDMENT TO TOWER LEASE
AGREEMENT AND OPTION OF LEASE RECORDED ON OCTOBER 20, 2010 IN DEED BOOK
5518, PAGE 2828.
-DOES NOT AFFECT SUBJECT AREA
16.EASEMENT IN FAVOR OF NEW HANOVER COUNTY WATER AND SEWER DISTRICT, A BODY
CORPORATE AND POLITIC SET FORTH IN INSTRUMENT RECORDED ON OCTOBER 27, 2006
IN DEED BOOK 5097, PAGE 2407.
-DOES NOT AFFECT SUBJECT AREA
17.EASEMENT IN FAVOR OF NEW HANOVER COUNTY WATER AND SEWER DISTRICT, A BODY
CORPORATE AND POLITIC OF THE STATE OF NORTH CAROLINA SET FORTH IN
INSTRUMENT RECORDED ON NOVEMBER 14, 2007 IN DEED BOOK 5250, PAGE 2094.
-DOES NOT AFFECT SUBJECT AREA
18.EASEMENT IN FAVOR OF NEW HANOVER COUNTY WATER AND SEWER DISTRICT, A BODY
CORPORATE AND POLITIC SET FORTH IN INSTRUMENT RECORDED ON MAY 23, 2008 IN
DEED BOOK 5316, PAGE 236.
-DOES NOT AFFECT SUBJECT AREA
19.EASEMENT IN FAVOR OF BELLSOUTH TELECOMMUNICATIONS, INS., A GEORGIA
CORPORATION, D/B/A AT&T NORTH CAROLINA SET FORTH IN INSTRUMENT RECORDED ON
AUGUST 4, 2008 IN DEED BOOK 5337, PAGE 1542.
-DOES NOT AFFECT SUBJECT AREA
20.DEED OF EASEMENT IN FAVOR OF CAPE FEAR PUBLIC UTILITY AUTHORITY, A BODY
CORPORATE AND POLITIC SET FORTH IN INSTRUMENT RECORDED ON OCTOBER 30, 2008
IN DEED BOOK 5356, PAGE 1497.
-DOES NOT AFFECT SUBJECT AREA
21.MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 54, PAGE 323.
-NO PLOTTABLE SURVEY ITEMS AFFECTING SUBJECT AREA
22.MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 59, PAGE 94.
-NO PLOTTABLE SURVEY ITEMS AFFECTING SUBJECT AREA
23.MATTERS AS SHOWN AND NOTED ON PLAT RECORDED IN PLAT BOOK 59, PAGE 96.
-AFFECTS SUBJECT AREA, AS SHOWN ON SURVEY
24.EASEMENTS WITH COVENANTS AND RESTRICTIONS AFFECTING LAND DATED MAY 1, 2014,
BY AND BETWEEN WAL-MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY
TRUST AND WILMINGTON DEVELOPMENT PARTNERS, LLC, A WEST VIRGINIA LIMITED
LIABILITY COMPANY, RECORDED ON MAY 1, 2014 IN DEED BOOK 5811, PAGE 1607.
-AFFECTS SUBJECT AREA, NOT SHOWN ON SURVEY (BLANKET IN NATURE)
25.TEMPORARY CONSTRUCTION EASEMENT AND PERMANENT ACCESS EASEMENT
AGREEMENT DATED MAY 1, 2014, BY AND BETWEEN WAL-MART REAL ESTATE BUSINESS
TRUST, A DELAWARE STATUTORY TRUST AND NORTH CAROLINA STATE EMPLOYEES
CREDIT UNION, A NORTH CAROLINA BANKING ASSOCIATION, RECORDED ON MAY 1, 2014
IN DEED BOOK 5811, PAGE 1634.
-DOES NOT AFFECT SUBJECT AREA
26.EASEMENT IN FAVOR OF DUKE ENERGY PROGRESS, INC. SET FORTH IN INSTRUMENT
RECORDED ON FEBRUARY 4, 2015 IN DEED BOOK 5866, PAGE 190.
-AFFECTS SUBJECT AREA, EASEMENT NOT PLOTTABLE FROM RECORDED DOCUMENT
27.EASEMENT IN FAVOR OF BELLSOUTH TELECOMMUNICATIONS, LLC, D/B/A AT&T NORTH
CAROLINA, A GEORGIA LIMITED LIABILITY COMPANY, ITS LICENSEES, AGENTS,
SUCCESSORS, ASSIGNS, AND ALLIED AND ASSOCIATED COMPANIES SET FORTH IN
INSTRUMENT RECORDED ON MARCH 27, 2015 IN DEED BOOK 5877, PAGE 204.
-DOES NOT AFFECT SUBJECT AREA
28.CONVEYANCE AND EASEMENT IN FAVOR OF CAPE FEAR PUBLIC UTILITY AUTHORITY, A
BODY CORPORATE AND POLITIC SET FORTH IN INSTRUMENT RECORDED ON MAY 22, 2015
IN DEED BOOK 5890, PAGE 2335.
-AFFECTS SUBJECT AREA, NOT SHOWN ON SURVEY (BLANKET IN NATURE)
29.APPLICATION FOR VARIANCE AND RELEASE DATED MAY 11, 2015 AND RECORDED ON MAY
27, 2015 IN DEED BOOK 5891, PAGE 1591.
-DOES NOT AFFECT SUBJECT AREA
30.SHARED EASEMENT AGREEMENT, BY AND BETWEEN MEDAC PROFESSIONAL CENTER
CONDOMINIUM ASSOCIATION, INC., A NORTH CAROLINA NONPROFIT CORPORATION,
WILMINGTON DEVELOPMENT PARTNERS, LLC, A WEST VIRGINIA LIMITED LIABILITY
COMPANY AND WAL-MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY
TRUST, RECORDED ON MAY 28, 2015 IN DEED BOOK 5892, PAGE 138.
-AFFECTS SUBJECT AREA, NOT SHOWN ON SURVEY (BLANKET IN NATURE)
31.DECLARATION OF RESTRICTIVE COVENANTS DATED NOVEMBER 27, 2017 AND RECORDED
ON JANUARY 9, 2018 IN DEED BOOK 6113, PAGE 2149.
-AFFECTS SUBJECT AREA, NOT SHOWN ON SURVEY (BLANKET IN NATURE)
TABLE "A" NOTES
2.SITE ADDRESS: 8035 MARKET STREET, WILMINGTON, NORTH CAROLINA 28411
3.FLOOD NOTE: ACCORDING TO THE FLOOD INSURANCE RATE MAP (FIRM) FOR NEW
HANOVER COUNTY, NORTH CAROLINA, COMMUNITY-PANEL NUMBER 3720326000K,
DATED 08/28/2018, THE SUBJECT SITE AREA IS NOT IN A FLOOD HAZARD ZONE AND
LIES WITHIN ZONE X, DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN.
5.VERTICAL RELIEF: ELEVATIONS & 1' CONTOURS SHOWN HEREON PER GROUND
SURVEY AND ARE PURSUANT TO NORTH AMERICAN VERTICAL DATUM OF 1988.
6.(A) THE SUBJECT PROPERTY IS ZONED "B-2" (REGIONAL BUSINESS) PER A ZONING
VERIFICATION LETTER PREPARED BY CHRISTINE R. BOUFFARD, ZONING
COMPLIANCE OFFICIAL, DATED 08/04/2025. SETBACK REQUIREMENTS, HEIGHT
AND FLOOR SPACE AREA RESTRICTIONS, AND PARKING REQUIREMENTS
WERE NOT PROVIDED AT THE TIME OF SURVEY.
(B) A ZONING REPORT CONTAINING SETBACK REQUIREMENTS, HEIGHT AND FLOOR
SPACE AREA RESTRICTIONS, AND PARKING REQUIREMENTS WAS NOT
PROVIDED AT THE TIME OF SURVEY.
7.(A) EXTERIOR BUILDING DIMENSIONS SHOWN AT GROUND LEVEL
(B) SQUARE FOOTAGE OF BUILDINGS BASED ON PLANS PREPARED BY BENCHMARK
GROUP ARCHITECTURE + ENGINEERING DATED 10/28/2025
(C) MEASURED HEIGHT OF BUILDINGS AS SHOWN
8.SUBSTANTIAL FEATURES: PARKING LOTS, BILLBOARDS, SIGNS, SWIMMING POOLS,
LANDSCAPED AREAS, OR SUBSTANTIAL AREAS OF REFUSE LOCATED AS SHOWN.
9.THERE ARE 58 REGULAR PARKING SPACES AND 0 ADA PARKING SPACES ON THE
SUBJECT PROPERTY WITHIN THE SUBJECT AREA.
11.UTILITIES: THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE
BASED ON MARKINGS ON THE GROUND AND A UTILITY REPORT PREPARED BY GPRS
DATED 07/24/2025. THE PROPERTY MAY BE SERVED BY UNDERGROUND UTILITIES
WHICH ARE NOT SHOWN HEREON. ALL UTILITY COMPANIES SHOULD BE
CONTACTED BEFORE BEGINNING ANY DESIGN OR CONSTRUCTION.
15.RECTIFIED ORTHOPHOTOGRAPHY: N/A - ALL IMPROVEMENTS SHOWN WITHIN THE
SURVEY SUBJECT AREA LIMITS ARE FIELD LOCATED.
20A.THE SURVEYOR SHALL GRAPHICALLY DEPICT AND GIVE THE RECORDING
INFORMATION FOR ANY EASEMENTS IDENTIFIED IN THE TITLE COMMITMENT OR
OWNERSHIP AND ENCUMBRANCE REPORT OF WHICH THE SURVEY HAS
KNOWLEDGE OF WITHIN THE SURVEYED SUBJECT AREA SHOWN HEREON. ALSO
ANY EASEMENTS THAT THE SURVEYOR MAY HAVE KNOWLEDGE OF THAT WAS
FOUND ON ANY RECORDED OR UNRECORDED SURVEYS OR DEEDS THAT MAY HAVE
BEEN PROVIDED TO THE SURVEYOR.
SURVEY NOTES
1.THIS ALTA SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PERSON,
PERSONS, OR ENTITY NAMED HEREON. THIS SURVEY DOES NOT EXTEND TO ANY
UNNAMED PERSON, PERSONS OR ENTITY WITHOUT EXPRESS WRITTEN
CERTIFICATION BY THE SURVEYOR NAMING SAID PERSON, PERSONS, OR ENTITY.
2.TOPOGRAPHIC SURVEY EXTENTS AND LIMITS OF INTERIOR IMPROVEMENTS SHOWN
HEREON HAVE BEEN SPECIFIED BY THE CLIENT.
3.EASEMENTS AND RIGHTS OF WAY OF WHICH THE SURVEYOR HAS KNOWLEDGE ARE
SHOWN HEREON, OTHERS MAY EXIST OF WHICH THE SURVEYOR HAS NO
KNOWLEDGE AND OF WHICH THERE IS NO OBSERVABLE EVIDENCE. THE PROPERTY
SHOWN HEREON IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD
BOTH WRITTEN AND UNWRITTEN.
4.NORTH ARROW AND BEARINGS SHOWN HEREON ARE BASED ON NORTH CAROLINA
STATE PLANE - NAD 83 ADJUSTED 2011. ALL DISTANCES ARE HORIZONTAL GROUND
MEASUREMENTS EXPRESSED IN U.S. SURVEY FEET.
5.THE INITIAL CONTROL POINTS FOR THIS SURVEY WERE ESTABLISHED UTILIZING GPS.
THE EQUIPMENT USED WAS A GPS RECEIVER WITH TRIMBLE DATA COLLECTION
SOFTWARE. ALL COORDINATES ARE BASED ON NAD83(2011) AND GEOID18. NETWORK
RTK CORRECTIONS WERE RECEIVED VIA A CELLULAR MODEM. THE TYPE OF SURVEY
WAS NETWORK RTK UTILIZING A LOCAL VRS REAL TIME NETWORK AND CHECKED
WITH ON SITE STATIC OBSERVATIONS. THE RELATIVE POSITIONAL ACCURACY AS
CALCULATED ACCORDING TO THE FEDERAL GEOGRAPHIC DATA COMMITTEE PART 3:
NATIONAL STANDARD FOR SPATIAL DATA ACCURACY, IS 0.04 FEET HORIZONTAL AND
0.07 FEET VERTICAL AT THE 95% CONFIDENCE LEVEL.
6.EQUIPMENT USED FOR MEASUREMENT: ANGULAR/LINEAR: TRIMBLE S-5 ROBOTIC
TOTAL STATION, TRIMBLE R10 GPS RECEIVER
7.STATE, COUNTY, & LOCAL BUFFERS AND SETBACKS MIGHT EXIST ON THE SUBJECT
PROPERTY THAT ARE NOT SHOWN HEREON.
8.THIS ALTA SURVEY IS LIMITED TO THE SUBJECT AREA SHOWN HEREON.
ZONING
(SEE TABLE "A" NOTE #6)
A ZONING REPORT CONTAINING SETBACK REQUIREMENTS, HEIGHT AND FLOOR
SPACE AREA RESTRICTIONS, AND PARKING REQUIREMENTS WAS NOT PROVIDED AT
THE TIME OF SURVEY.
THE SUBJECT PROPERTY IS ZONED "B-2" (REGIONAL BUSINESS) PER A ZONING
VERIFICATION LETTER PREPARED BY CHRISTINE R. BOUFFARD, ZONING
COMPLIANCE OFFICIAL, DATED 08/04/2025.
MINIMUM BUILDING SETBACKS LISTED BELOW ARE PER CONDITIONAL ZONING CASE
#Z-926:
NORTH:85.79'
SOUTH:100'
EAST:63.25'
WEST:63.25'
SUBJECT BOUNDARY LINE
ADJACENT BOUNDARY LINE
RIGHT OF WAY LINE
EASEMENT
LEGEND
BOUNDARY MARKER FOUND
TITLE EXCEPTION NUMBER
ANGLE POINT
SURVEYOR'S CERTIFICATION
I, WAYNE A. POWERS, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL
TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY
WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC
SURVEY TO THE ACCURACY OF CLASS (A) AND VERTICAL ACCURACY WHEN APPLICABLE
TO THE CLASS A STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED ON JULY 24,
2025; THAT THE SURVEY WAS COMPLETED OCTOBER 31, 2025; THAT CONTOURS SHOWN
AS BROKEN LINES MAY NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE
BASED ON NORTH CAROLINA STATE PLANE 'NAD 83' AND REALIZATION ADJUSTED 2011
AND ALL ELEVATIONS ARE BASED ON NAVD 88.
_________________________________________________________________
PROFESSIONAL LAND SURVEYOR: WAYNE A. POWERS, PLS L-4837
NORTH CAROLINA PROFESSIONAL LAND SURVEYOR #4837
ATWELL, LLC DBA ATWELL, PLLC COA# P-2380
SURVEYOR'S ALTA CERTIFICATION
TO:WAL-MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY TRUST;
FIDELITY NATIONAL TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 5, 6(A)(B), 7(A)(B1)(C), 8, 9,
11(A)(B), 15, 19 & 20A OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON
07/24/2025.
DATE OF MAP OR PLAT: 10/31/2025
_________________________________________________________________
PROFESSIONAL LAND SURVEYOR: WAYNE A. POWERS, PLS L-4837
NORTH CAROLINA PROFESSIONAL LAND SURVEYOR #4837
ATWELL, LLC DBA ATWELL, PLLC COA# P-2380
EXHIBIT "A" TITLE LEGAL DESCRIPTION
ALL THAT TRACT OF LAND LYING AND BEING IN HARNETT TOWNSHIP, NEW HANOVER
COUNTY, NORTH CAROLINA, AS SHOWN ON ALTA/ACSM LAND TITLE SURVEY
PREPARED BY ROBERT C. HARR, JR., PROFESSIONAL LAND SURVEYOR, DATED
JANUARY 9, 2014, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE DIVISION LINE BETWEEN TRACT BIR,
FORGE DIVISION (MAP BOOK 44, PAGE 107) ON THE SOUTH, AND TRACT "C", FORGE
DIVISION (MAP BOOK 44, PAGE 107) ON THE NORTH, WITH THE NORTHWESTERLY
RIGHT-OF-WAY LIMITS OF US HWY 17-MARKET STREET (100' PUBLIC RIGHT-OF-WAY),
THENCE WITH SAID RIGHT-OF-WAY LIMITS, THE FOLLOWING TWO COURSES AND
DISTANCES,
1.SOUTH 42° 37' 42" WEST, 604.55 FEET, THENCE;
2.CONTINUING, NORTH 47° 22' 18" WEST, 82.00 FEET, THENCE DEPARTING SAID
NORTHWESTERLY RIGHT-OF-WAY LIMITS, AND WITH THE DIVISION LINE BETWEEN
L.D. WEBB SUBDIVISION ON THE SOUTH, AND TRACT "A", FORGE DIVISION (MAP BOOK
41, PAGE 177) ON THE NORTH, THENCE WITH SAID DIVISION LINE, THE FOLLOWING
TWO COURSES AND DISTANCES, 3. NORTH 46° 23' 59" WEST, 797.19 FEET,
THENCE,
4.CONTINUING, SOUTH 43° 04' 39" WEST, 296.15 FEET TO AN IRON PIPE FOUND ON
THE NORTHWESTERLY RIGHT-OF-WAY LIMITS OF SWEETWATER DRIVE, SAID
RIGHT-OF-WAY LIMITS ALSO BEING THE SOUTHEASTERLY BOUNDARY LINE OF SAID
TRACT “A”, THENCE WITH SAID SOUTHEASTERLY BOUNDARY LINE,
5.SOUTH 39° 49' 57" WEST, 44.72 FEET, THENCE DEPARTING SAID SOUTHEASTERLY
BOUNDARY LINE, AND WITH THE DIVISION LINE BETWEEN THE DIVISION FOR DONALD
H. CAISON (MAP BOOK 32, PAGE 23) ON THE SOUTH, AND SAID TRACT “A” ON THE
NORTH, THENCE WITH SAID DIVISION LINE;
6.NORTH 14° 51' 49" WEST, 627.27 FEET TO AN IRON PIPE FOUND MARKING THE
INTERSECTION OF SAID DIVISION LINE, WITH THE DIVISION LINE BETWEEN LOTS
65-72, SECTION 2, PHASE 2, COUNTRY HAVEN (MAP BOOK 36, PAGE 324) AND LOTS 60,
61 AND RETENTION POND AREA, SECTION 2, PHASE 3, COUNTRY HAVEN (MAP BOOK
38, PAGE 332) ON THE WEST, AND SAID TRACT "A" ON THE EAST, THENCE WITH SAID
DIVISION LINE,
7.NORTH 43° 17' 36" EAST, 790.48 FEET TO AN IRON PIPE FOUND, THENCE;
8.NORTH 69° 12' 33" EAST, 7.81 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY
LIMITS OF HAYS LANE (50' PUBLIC RIGHT-OF-WAY), THENCE WITH SAID EASTERLY
RIGHT-OF-WAY LIMITS, AND CONTINUING WITH THE DIVISION LINE BETWEEN THE
LANDS OF GRAY PROPERTY 2205, LLC (INSTRUMENT NO. 2005067078) ON THE WEST,
AND SAID TRACT A ON THE EAST, THENCE WITH SAID DIVISION LINE,
9.CONTINUING, NORTH 69° 12' 33" EAST, 67.94 FEET, THENCE CONTINUING WITH
SAID DIVISION LINE BETWEEN THE LANDS OF GRAY PROPERTY 2205, LLC ON THE
WEST, AND TRACT A ON THE EAST, THE FOLLOWING TWO COURSES AND DISTANCES,
10.NORTH 69° 12' 33" EAST, 720.88 FEET, THENCE,
11.CONTINUING, NORTH 69° 19' 22" EAST, 160.51 FEET TO THE INTERSECTION OF SAID
DIVISION LINE, WITH THE DIVISION LINE BETWEEN SAID TRACT A ON THE WEST, AND
TRACT B2, FORGE DIVISION (MAP BOOK 43, PAGE 5) ON THE EAST, THENCE WITH
SAID DIVISION LINE, AND CONTINUING WITH THE DIVISION LINE BETWEEN SAID
TRACT A ON THE WEST, AND TRACT BIR, FORGE DIVISION (MAP BOOK 44, PAGE 107)
ON THE EAST,
12.SOUTH 42° 37' 42" WEST, 318.42 FEET, THENCE DEPARTING SAID DIVISION LINE,
AND WITH A LINE THROUGH SAID TRACT A, THE FOLLOWING THREE COURSES AND
DISTANCES;
13.SOUTH 85° 05' 04" WEST, 82.81 FEET, THENCE,
14.CONTINUING, NORTH 47° 22' 18" WEST, 21.10 FEET, THENCE,
15.CONTINUING, SOUTH 42° 37' 42" WEST, 328.15 FEET, THENCE CONTINUING WITH A
LINE THROUGH SAID TRACT A, AND ALSO BEING THE PROPOSED NORTHERLY
RIGHT-OF-WAY LIMITS OF HAYS LANE (VARIABLE WIDTH RIGHT-OF-WAY),
16.SOUTH 78° 21' 30" EAST, 20.54 FEET, THENCE CONTINUING WITH SAID THROUGH
LINE, AND FURTHER CONTINUING WITH A LINE THROUGH SAID TRACT BIR, ALSO
BEING THE SAID PROPOSED NORTHERLY RIGHT-OF-WAY LIMITS OF HAYS LANE, THE
FOLLOWING TEN COURSES AND DISTANCES,
17.196.99 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
482.50 FEET, A CENTRAL ANGLE OF 23° 23' 33'', AND A CHORD BEARING AND
DISTANCE OF SOUTH 66° 39' 43" EAST, 195.63 FEET, THENCE;
18.CONTINUING, NORTH 35° 02' 03” EAST, 7.50 FEET, THENCE;
19.CONTINUING, 64.95 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A
RADIUS OF 490.00 FEET, A CENTRAL ANGLE OF 07° 35' 39", AND A CHORD BEARING
AND DISTANCE OF SOUTH 51° 10' 07” EAST, 64.90 FEET, THENCE,
20.CONTINUING, SOUTH 47° 22' 18" EAST, 437.95 FEET, THENCE,
21.CONTINUING, NORTH 42° 37' 42" EAST, 15.00 FEET, THENCE;
22.CONTINUING, SOUTH 47° 22' 18" EAST, 94.92 FEET, THENCE,
23.CONTINUING, SOUTH 38° 16' 53" EAST, 75.96 FEET, THENCE,
24.CONTINUING, SOUTH 47° 22' 18" EAST, 140.51 FEET, THENCE;
25.CONTINUING, NORTH 75° 23' 09" EAST, 55.82 FEET, THENCE,
26.CONTINUING, NORTH 50° 45' 30" EAST, 20.26 FEET TO A POINT ON THE SAID
WESTERLY RIGHT-OF-WAY LIMITS OF US HWY 17 -MARKET STREET, THENCE WITH
SAID WESTERLY RIGHT-OF-WAY LIMITS,
27.SOUTH 42° 37' 42" WEST, 125.80 FEET, THENCE DEPARTING SAID DIVISION LINE,
AND WITH A LINE THROUGH THE SAID PROPOSED HAYS LANE, THE FOLLOWING TWO
COURSES AND DISTANCES,
28.NORTH 47° 22' 18" WEST, 343.50 FEET, THENCE;
29.CONTINUING, SOUTH 42° 37' 42" WEST, 24.20 FEET TO A POINT ON THE DIVISION
LINE BETWEEN SAID TRACT "BIR" ON THE WEST, AND SAID TRACT "C" ON THE EAST,
30.SOUTH 42° 37' 42" WEST, 286.34 FEET, THENCE DEPARTING SAID DIVISION LINE,
AND WITH A LINE THROUGH SAID TRACT "BIR", THE FOLLOWING EIGHTEEN COURSES
AND DISTANCES,
31.NORTH 59° 11' 31" WEST, 28.76 FEET, THENCE,
32.CONTINUING, SOUTH 62° 33' 19" WEST, 77.56 FEET, THENCE,
33.CONTINUING, SOUTH 07° 15' 27" EAST, 18.76 FEET, THENCE;
34.CONTINUING, SOUTH 33° 22' 37" WEST, 51.68 FEET, THENCE,
35.CONTINUING, SOUTH 41° 43' 10" WEST, 71.42 FEET, THENCE;
36.CONTINUING, SOUTH 11° 59' 22" WEST, 35.57 FEET, THENCE,
37.CONTINUING, SOUTH 52° 05' 11" WEST, 22.98 FEET, THENCE,
38.CONTINUING, SOUTH 10° 43' 29" EAST, 36.71 FEET, THENCE,
39.CONTINUING, SOUTH 86° 43' 11" WEST, 34.19 FEET, THENCE,
40.CONTINUING, NORTH 67° 42' 13" WEST, 43.50 FEET, THENCE,
41.CONTINUING, SOUTH 58° 23' 19" WEST, 33.37 FEET, THENCE,
42.CONTINUING, SOUTH 09° 04' 06" EAST, 9.14 FEET, THENCE,
43.CONTINUING, SOUTH 38° 08' 45” WEST, 19.33 FEET, THENCE,
44.CONTINUING, SOUTH 29° 17' 42" WEST, 37.66 FEET, THENCE;
45.CONTINUING, SOUTH 00° 12' 19" EAST, 35.55 FEET, THENCE;
46.CONTINUING, SOUTH 14° 11' 48" WEST, 41.25 FEET, THENCE;
47.CONTINUING, SOUTH 40° 46' 11" WEST, 58.21 FEET, THENCE;
48.CONTINUING, SOUTH 17° 51' 19" WEST, 46.86 FEET TO A POINT ON THE DIVISION
LINE BETWEEN SAID TRACT “A” ON THE SOUTH, AND SAID TRACT "BIR" ON THE
NORTH, THENCE WITH SAID DIVISION LINE,
49.SOUTH 46° 27' 35" EAST, 268.32 FEET, THENCE DEPARTING SAID DIVISION LINE,
AND WITH A LINE THROUGH SAID TRACT "BIR", THE FOLLOWING EIGHT COURSES
AND DISTANCES,
50.NORTH 46° 26' 26" EAST, 22.64 FEET, THENCE;
51.CONTINUING, NORTH 36° 37' 37" EAST, 53.12 FEET, THENCE,
52.CONTINUING, NORTH 48° 38' 54" EAST, 48.27 FEET, THENCE;
53.CONTINUING, NORTH 68° 34' 16" EAST, 26.13 FEET, THENCE,
54.CONTINUING, NORTH 42° 34' 30" EAST, 203.37 FEET, THENCE,
55.CONTINUING, NORTH 23° 03' 58" EAST, 32.57 FEET, THENCE;
56.CONTINUING, NORTH 63° 49' 50'' EAST, 30.00 FEET, THENCE,
57.CONTINUING, NORTH 42° 17' 54" EAST, 115.81 FEET TO A POINT ON THE SAID
DIVISION LINE BETWEEN TRACT “BIR" ON THE SOUTH, AND TRACT “C” ON THE NORTH,
THENCE WITH SAID DIVISION LINE,
58.SOUTH 47° 22' 18" EAST, 41.61 FEET TO THE PLACE OF BEGINNING.
CONTAINING 1,288,574 SQUARE FEET OR 29.582 ACRES.
AND ALSO BEING THE SAME PROPERTY DESCRIBED AS "TRACT A 24.62 ± ACRES",
"TRACT B 2.68 ± ACRES”, AND “HAYS LANE (PUBLIC R/W - WIDTH VARIES) 2.29 ±
ACRES", ON THAT CERTAIN PLAT ENTITLED "MAP FOR RECORD SUBDIVISION FOR
WILMINGTON DEVELOPMENT PARTNERS, LLC" PREPARED BY MICHAEL UNDERWOOD
AND ASSOCIATES, PA, DATED APRIL 8, 2014, AND RECORDED IN PLAT BOOK 59, PAGE
96, NEW HANOVER COUNTY REGISTRY.
TOGETHER WITH AND SUBJECT TO EASEMENTS RIGHTS AS DEFINED AND
DESCRIBED IN THE RECIPROCAL EASEMENT AGREEMENT BY AND BETWEEN NEW
HANOVER REGIONAL MEDICAL CENTER, A NORTH CAROLINA NONPROFIT
CORPORATION, AND FORGE DEVELOPMENT, LLC, A NORTH CAROLINA LIMITED
LIABILITY COMPANY, DATED JUNE, 2003, AND RECORDED IN BOOK 3823, PAGE 958,
NEW HANOVER COUNTY.
AND BEING THE SAME PROPERTY CONVEYED TO WAL-MART REAL ESTATE BUSINESS
TRUST, A DELAWARE STATUTORY TRUST FROM WILMINGTON DEVELOPMENT
PARTNERS, LLC, A WEST VIRGINIA LIMITED LIABILITY COMPANY BY SPECIAL
WARRANTY DEED DATED APRIL 30, 2014 AND RECORDED MAY 1, 2014 IN DEED BOOK
5811, PAGE 1596.
ABBREVIATIONS
ADA =AMERICANS WITH DISABILITIES ACT
DB =DEED BOOK
IRCF =IRON ROD & CAP FOUND
LB =LICENSED BUSINESS
(M)=MEASURED
NAD =NORTH AMERICAN DATUM
NAVD =NORTH AMERICAN VERTICAL DATUM
OTP = OPEN TOP PIPE FOUND
(P)=PLAT
PB =PLAT BOOK
PG =PAGE
PID =PARCEL IDENTIFICATION NUMBER
(R)=RECORD
RLS =REGISTERED LAND SURVEYOR
RTK =REAL-TIME KINEMATIC
R/W =RIGHT-OF-WAY
VRS =VIRTUAL REFERENCE STATION
HA
Y
S
L
A
N
E
ABBREVIATIONS
ADA =AMERICANS WITH DISABILITIES ACT
BM =BENCHMARK
CONC =CONCRETE
DB =DEED BOOK
FFE =FINISHED FLOOR ELEVATION
HYD =HYDRANT
INV =INVERT
IRCF =IRON ROD & CAP FOUND
LB =LICENSED BUSINESS
(M)=MEASURED
MH =MANHOLE
NAD =NORTH AMERICAN DATUM
NAVD =NORTH AMERICAN VERTICAL DATUM
OTP = OPEN TOP PIPE FOUND
(P)=PLAT
PB =PLAT BOOK
PG =PAGE
PID =PARCEL IDENTIFICATION NUMBER
(R)=RECORD
RCP =REINFORCED CONCRETE PIPE
RLS =REGISTERED LAND SURVEYOR
RTK =REAL-TIME KINEMATIC
R/W =RIGHT-OF-WAY
SQ FT =SQUARE FEET
VRS =VIRTUAL REFERENCE STATION
SUBJECT BOUNDARY LINE
FENCE
GROUND CONTOUR
SPOT ELEVATION
ADJACENT BOUNDARY LINE
BUILDING STRUCTURE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
STRUCTURE OVERHANG
RIGHT OF WAY LINE
EASEMENT
LEGEND
TITLE EXCEPTION NUMBER
BENCHMARK
DECIDUOUS TREE
FLOOD LIGHT
BOLLARD
LIGHT POLE
SIGN
UTILITY HANDHOLE
TELECOM RISER
WATER METER
GAS METER
HYDRANT
IRRIGATION CONTROL VALVE
WATER VALVE
GAS VALVE
DROP INLET
RIP RAP
SANITARY CLEAN OUT
SANITARY MANHOLE
STORM MANHOLE
GREASE TRAP
BOUNDARY MARKER FOUND
UNDERGROUND ELECTRIC
UNDERGROUND TELECOM
UNDERGROUND GAS
UNDERGROUND WATER
ANGLE POINT
PARKING SPACE COUNT
STORM SEWER
ASPHALT STRIPING 2 OF 2
Know what's below.
Call before you dig.
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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
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
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JAMES A . L O W E
SEAL
20370
12/04/2025
1"=20'
SWPPP DATA
TOTAL PROPERTY AREA 20.46± AC
DISTURBED AREA 0.24± AC
EROSION CONTROL LEGEND
TPTREE PROTECTION FENCE
(DETAIL 6.05)
TEMPORARY INLET
SEDIMENT TRAP
(SEDIMENT BAG)
DISTURBED AREA
TEMPORARY SEEDING
(DETAIL 6.10)
SOIL DELINEATION LINE
CFCONSTRUCTION FENCE
COMPOST SOCK
(DETAIL 6.66)
SOIL TYPE SERIES
LIMITS OF DISTURBANCE LINE
FLOW ARROW PROPOSED 2%
FLOW ARROW EXISTING
USGS MAP
N.T.S.
OWNER
(RESPONSIBLE PARTY FOR TEMPORARY & PERMANENT BMP MEASURES)
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.
MULCHING
(DETAIL 6.14)0
SCALE: 1"=20'
20'10'
SOIL EROSION CONTROL MAINTENANCE TASKS AND SCHEDULE
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
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TASKS SCHEDULE
X
NOTE:
PERMANENT MAINTENANCE OF SOIL
EROSION CONTROL TO BE THE
RESPONSIBILITY OF THE PROPERTY
OWNER.
TO BE PERFORMED BY CONTRACTOR
TASKS
X
X
X
X
X
X
X
X
X
X
X
X
SCHEDULECO
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PERMANENT
MAINTENANCE
DURING CONSTRUCTION
X
TO BE PERFORMED BY OWNER
OR OWNER'S REP.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY
X
STREET CLEANING SCHEDULE
SCRAPE STREETS
SWEEP STREETS
X X X X
X
CONSTRUCTION SEQUENCE
M
TS
DUST CONTROL
(DETAIL 6.84)DC
SWPPP NOTES
1.ALL BMP (BEST MANAGEMENT PRACTICE) DEVICES SHALL CONFORM TO THE LATEST EROSION AND SEDIMENT
CONTROL REGULATIONS FOR THE STATE, COUNTY, AND/OR CITY.
2.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF BMPs PRIOR TO LAND
DISTURBING ACTIVITIES, AND MAINTAINED DURING SUCH ACTIVITIES.
3.WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE, THE CONTRACTOR IS RESPONSIBLE FOR REMOVING
ANY BUILDING OR OTHER EXCAVATION SPOILED DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC. FROM THE
DRAINAGE AREAS SHOWN HEREON IN AN EXPEDITIOUS MANNER AS CONSTRUCTION PROGRESSES.
4.BMPs ARE TO BE PLACED AT DOWNSTREAM TOE OF ALL CUT AND FILL SLOPES. WIRE REINFORCED BACKING (TYPE
C) SILT FENCE TO BE USED UNLESS OTHERWISE INDICATED.
5.SILT FENCE MUST MEET REQUIREMENTS OF THE SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DETAILS OR
AN EQUIVALENT PRODUCT APPROVED BY THE OWNER'S REPRESENTATIVE.
6.PRIOR TO ANY OTHER CONSTRUCTION A STABILIZED CONSTRUCTION EXIT SHALL BE BUILT. THE CONSTRUCTION
EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC
RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE. ALL MATERIALS SPILLED, DROPPED,
WASHED OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED
IMMEDIATELY.
7.PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY
AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS OR OTHER APPROPRIATE MEANS. THE LOCATION AND
EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE
CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL OCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON
THE APPROVED PLANS. IF WETLANDS EXIST ON-SITE, ANY CLEARING MUST BE IN ACCORDANCE WITH THE
WETLANDS PERMIT.
8.IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER BMPs AND STORMWATER
MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
9.OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT PROPERTY DURING THE ENTIRE
CONSTRUCTION PERIOD.
10.THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH THE INSTALLATION OF BMPs SUFFICIENT TO CONTROL
SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM
GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION
AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED.
11.BMPs SHALL BE INSTALLED PRIOR TO GROUND DISTURBANCE. THE LOCATION OF SOME OF THE BMPs MAY HAVE
TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION
ARE DIFFERENT FORM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
MAINTAIN EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING
CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE
REPORTED TO THE ENGINEER IMMEDIATELY.
12.CONTRACTOR SHALL MAINTAIN ALL BMPs UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED.
13.THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE SILT
FENCE UTILIZED FOR EROSION CONTROL. IN THE SEDIMENTATION POND, SEDIMENT REMOVAL IS REQUIRED WHEN
SEDIMENT REACHES THE ELEVATION CORRESPONDING TO CLEANOUT BASIN.
14.FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL BMPs WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON
THE JOB UNTIL SUCH MEASURES ARE CORRECTED.
15.A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE WHENEVER
LAND DISTURBANCE ACTIVITY IS IN PROGRESS.
16.ALL OPEN SWALES MUST BE GRASSED AND/OR RIP-RAP PLACED AS REQUIRED TO CONTROL EROSION. A MINIMUM
OF 4.5 SQUARE YARDS OF 50-LB STONES SHALL BE PLACED AT ALL DOWNSTREAM HEADWALLS. THE PLACEMENT
OF RIP-RAP AT THE DOWNSTREAM HEADWALLS SHALL BE PLACED IMMEDIATELY UPON THE INSTALLATION OF PIPES
AND DRAINAGE DITCHES.
17.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH
TEMPORARY SEEDING.
18.ADDITIONAL BMPs MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.
19.EROSION AND SEDIMENT CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR COMPLIANCE,
INSTALLATION, MAINTENANCE AND REMOVAL AS REQUIRED BY THE REGULATIONS OF THE STATE AND/OR
GOVERNING AGENCY. THE INSTALLATION OF THE REQUIRED BMP MEASURES SHALL BE INSTALLED AS A FIRST STEP
IN CONSTRUCTION.
20.CONTRACTOR TO MAINTAIN ON-SITE DAILY LOG OF ALL MAINTENANCE OF BMP MEASURES. LOG SHALL BE MADE
AVAILABLE FOR INSPECTION AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE TO SUBMIT THE NPDES NOTICE OF
INTENT AND NOTICE OF TERMINATION TO THE APPROPRIATE STATE AGENCY.
21.THE CONTRACTOR IS RESPONSIBLE FOR UPHOLDING THE EROSION CONTROL STANDARDS FOR NORTH CAROLINA
REGARDLESS OF WHAT SEDIMENT CONTROL MEASURES WERE INDICATED WITHIN THE PLAN SET.
22.FOR CALCULATIONS OF ANY BMPs SHOWN TO BE USED, SEE DETAIL SHEETS FOR THOSE NOT SHOWN ON THE PLAN.
VICINITY MAP
N.T.S.
SITE
DRW
BL
12/04/25
24000546
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CONSTRUCTION EXIT
(DETAIL CEP)
SOIL SERIES
BE BAYMEADE FINE SAND, 1 TO 6 PERCENT SLOPES
JO JOHNSTON SOILS
KR KUREB SAND, 1 TO 8 PERCENT SLOPES
LA LAKELAND SAND, 1 TO 8 PERCENT SLOPES
LE LEON SAND
LY LYNN HAVEN FINE SAND
MU MURVILLE FINE SAND
RM RIMINI SAND, 1 TO 6 PERCENT SLOPES
ST STALLINGS FINE SAND
W WATER
SITE
C100SWPPP PLAN
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
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N O R T H CAROLIN
A
PR O F E SSION
A
L
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
'
(
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10
'
(
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P
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)
12
'
(
T
Y
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 DIAMONDTOP 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 mmSOLID 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
1
QTYMATERIALS
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C110SWPPP DETAILS 1
U
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U
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U
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GA
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G
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X
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UGEUGEUGEUGE
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A
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PLANTER
GHSDOLLY
PLANTER
CARTSTORAGE-GRCARTSTORAGE-GR
PIC
K
U
P
4" PVC ROOF DRAIN
SSSSSSSSSSSSSS
SS
SS
6" PVC
X
X
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X X X
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X
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X X
XXXXX
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2
2
2
5
X X
X
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X
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X
X
X
1113
13
14
13 13
1
20
CART CORRAL
TO BE RELOCATED
13
13
7.
9
'
X
XXXXXXXXXX
X
X
17
18
18 18
13
6
16
16
6
X
X
X
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X
X
X
X
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X
X
X
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X
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X
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X
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X
X
X
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X
X
X
X
21
22
23
22
23
1
1
8
STORE # 04065.275
BUILDING SF 181,476±
FFE = 48.10
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
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L
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A
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WA
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C
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N O R T H CAROLIN
A
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
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
'
17'
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'
BLOCKS
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
T
O
N
V
I
L
L
E
,
A
R
WA
L
M
A
R
T
,
I
N
C
.
N O R T H CAROLIN
A
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.
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 DETAILS. SEE DETAIL SHEET.
ASPHALT MILL AND OVERLAY.
NEW CONCRETE APRON, SEE ARCHITECTURAL PLANS.
RETAINING WALL, SEE ARCH PLANS,
SIPHONIC MANHOLE SEE DETAIL SHEET.
SITE KEYNOTES
A
B
C
D
E
F
G
H
J
L
M
K
N
P
Q
R
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:20.46± AC
DISTURBED AREA:0.24± 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 20'10'
S
T
N.T.S.
PROPOSED
BUILDING
EXPANSION
H
A
Y
S
L
N
.
U
V
W
MAR
K
E
T
S
T
R
E
E
T
ASPHALT MILL AND OVERLAY
X
SCALE: 1"=20'
SITE LEGEND
VICINITY MAP
DRW
BL
12/04/25
24000546
CI
T
Y
O
F
W
I
L
M
I
N
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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
SITE NOTES
PROPOSED PHARMACY DRIVE
THROUGH WINDOW
C200SITE DIMENSION PLAN
R15'
R34
'
Y
Z
a
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
E
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
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 CAROLIN
A
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
T
Y
O
F
W
I
L
M
I
N
G
T
O
N
,
NE
W
H
A
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C
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N
T
Y
,
NC
80
3
5
M
A
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#
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
H
I
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M
N
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
B
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E
F
E
P
P
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R
R
R
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K
K
K
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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
T
O
N
V
I
L
L
E
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A
R
WA
L
M
A
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T
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I
N
C
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N O R T H CAROLIN
A
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
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NE
W
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N
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C
O
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N
T
Y
,
NC
80
3
5
M
A
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#
04
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5
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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
L
A
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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
N
E
GM1
SERV
I
C
E
KIOS
K
FRON
T
SODA
MACH
I
N
E
GR1
SERV
I
C
E
KIOS
K
FRON
T
CARTSTORAGE-GR
RISERCLOSET
SODA
MAC
H
I
N
E
SODA
MAC
H
I
N
E
CARTSTORAGE-GM
MIRROR 1MIRROR 1
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
24.6'±24.4'±
J
L
P
R
S
Z
P
J
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P P P P
P
P
P
P
P
P
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LR LR LR LR LR LR
LR
LR
L
R
L
R
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S S S S S S
S
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T
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T
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P P P P P P
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34.8'34.9'
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14.9'
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L RP
qs
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RLP
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20.5'
LR
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
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L
L
E
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A
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WA
L
M
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N O R T H CAROLIN
A
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
CI
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NC
80
3
5
M
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SU
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C
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#
04
0
6
5
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2
7
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
A
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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
SITE ANALYSIS TABLE (EXISTING STORE)
TOTAL BUILDING AREA
EXISTING SOLUTION 1
181,476± S.F.188,527± S.F.
REQUIRED PARKING (CITY OF WILMINGTON)454 SPACES 472 SPACES
REQUIRED PARKING RATIO (CITY OF WILMINGTON)2.5/1,000 S.F.2.5/1,000 S.F.
CUSTOMER AND ASSOCIATE PARKING 710 SPACES 686 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 711 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 756 SPACES
PARKING RATIO INCLUDING PICKUP STALLS 4.1/1,000 S.F.4.0/1,000 S.F.
PARKING INFORMATION NOTES:
1.TOTAL BUILDING AREA IS AS PER DEREK JEBSON, BENCHMARK, DATED 10/29/25.
2.ECR/CC&R REQUIRE 7.0 PARKING RATIO PER SCOTT BRANCH 07/23/25.
o
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W
W
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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
H
I
N
E
GM1
SER
V
I
C
E
KIO
S
K
FRO
N
T
SO
D
A
MA
C
H
I
N
E
GR1
SER
V
I
C
E
KIO
S
K
FRO
N
T
CARTSTORAGE-GR
RISERCLOSET
SOD
A
MA
C
H
I
N
E
SOD
A
MA
C
H
I
N
E
CARTSTORAGE-GM
MIRROR 1
MIRROR
1
PIC
K
U
P
4" PVC ROOF DRAINa
G G G
E
E E E
A
C A
C A C
A
C
AC A
C
AC
R R R R R R R R R R R
T
T T T T
T T T T T T
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F
F
F
F
F
W
d eC
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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
MA
C
H
I
N
E
GM
1
SE
R
V
I
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KIO
S
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FRO
N
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SOD
A
MA
C
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GR1
SER
V
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KIO
S
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FR
O
N
T
CARTSTORAGE-GR
RISERCLOSET
SO
D
A
MAC
H
I
N
E
SO
D
A
MAC
H
I
N
E
CARTSTORAGE-GM
MIRROR 1
MIRRO
R
1
4" PVC ROOF DRAIN
J
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K
H
Z
H K
H K
JZ
H K
L
P
L P
P
P
L
L
P
P
P
P
P
N
P
N
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L L L
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P P
P P P P P
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P P
P
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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
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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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L
E
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C
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N O R T H CAROLIN
A
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.
i
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DRW
BL
12/04/25
24000546
CI
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M
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O
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NE
W
H
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N
O
V
E
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C
O
U
N
T
Y
,
NC
80
3
5
M
A
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K
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T
.
SU
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C
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R
#
04
0
6
5
.
2
7
5
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
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,
I
N
C
.
N O R T H CAROLIN
A
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"
DRW
BL
12/04/25
24000546
CI
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SU
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#
04
0
6
5
.
2
7
5
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 CAROLIN
A
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 CAROLIN
A
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
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JAMES A . L O W E
SEAL
20370
12/04/2025
DRW
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12/04/25
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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
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N O R T H CAROLIN
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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
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C810SPECIFICATIONS SHEET 2
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X
X
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UGEUGEUGE
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PLANTER
GHSDOLLY
PLANTER
CARTSTORAGE-GRCARTSTORAGE-GR
SSSSSSSSSSSSSS
SS
SS
6" PVC
BUILDING
EXPANSION
7,033± SF
FFE = 48.10
UGE
BYREVISIONS
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
BE
N
T
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WA
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N O R T H CAROLIN
A
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
1"=20'
20'10'
SCALE: 1"=20'
DRW
BL
12/04/25
24000546
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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
PARKING LOT
LANDSCAPE
4% OF PARKING AREA. 1 TREE / ISLAND.
PARKING SPACE 120' FROM ISLAND.
PARKING AREA = 10,314 SF
LANDSCAPE REQU = 412.5 SF
LANDSCAPE PROV = 415 SF
10 TREE ISLANDS
2 EXISTING TREES
8 PROPOSED TREES
PERIMETER LANDSCAPE
1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 2900 SPECIFICATION.
2.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
3.ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST.
4.ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
5.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER
INSTALLATION.
6.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
7.ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED.
8.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY
LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED
APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES
AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO
REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF
THE CONSTRUCTION.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE
WORK.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER
SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING,
SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN
THE 02900 SPEC.
12.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL
BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND
MEETING ALL PLANT LIST SPECIFICATIONS.
13.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON.
14.AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST
SYSTEM PRIOR TO INSTALLATION.
15.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY
AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
16.WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD
MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF THREE INCHES.
17.REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.
18.WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. SEE PLANTING DETAILS.
19.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE
COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
20.THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF
THE SWPPP PLAN FOR THIS SITE.
21.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR
SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
22.THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
23.ALL CREPE MYRTLES OR OTHER MULTI-STEMMED TREES CHALL HAVE A MINIMUM OF 5 SEPARATE CANES, A MINIMUM OF
1" CALIPER EACH COMING FROM THE ROOT BALL AND MUST BE PRUNED INTO TREE FORM WITH NO BRANCHES ON THE
LOWER HALF OF THE TREE. MULTIPLE PLANTS SHALL NOT BE USED AS A MULTI-STEMMED PLANT.
LANDSCAPE NOTES:
CONTRACTOR SHALL CONTACT
811 FOR LOCATION OF ALL
UTILITIES, AT LEAST 72 HOURS
PRIOR TO BEGINNING
CONSTRUCTION
EXISTING IRRIGATION SYSTEM TO
BE MODIFIED TO ACCOMMODATE
NEW PLANTINGS
N/A N/A N/A
N/A N/A N/A
(8) WILLOW OAK
EX. TREE TO BE PRESERVED
EX. TREE TO BE PRESERVED
EX. TREE TO BE PRESERVED
EX. TREE TO BE PRESERVED
PROPOSED TREES
(8) WILLOW OAK - QUERCUS PHELLOS - 2" CAL. - 10-12' HT. - B&B, SPECIMEN
WARRANTY
1.ALL PLANT MATERIAL SHALL BE WARRANTEED BY THE LANDSCAPE CONTRACTOR FOR A PERIOD
OF ONE YEAR FOLLOWING ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL REPLACE, AT
NO EXPENSE TO THE OWNER, UNHEALTHY PLANTS WITHIN 15 DAYS. THIS ASSUMES THAT
THE OWNER HAS FOLLOWED THE APPROPRIATE MAINTENANCE PROCEDURES AND THAT NO
SUCH REPLACEMENTS ARE NECESSITATED BY NEGLECT OR ABUSE BY OWNER, BY VANDALISM
OR BY ACTS-OF-GOD DAMAGE.
2.REPLACEMENT SIZES SHALL BE COMPARABLE TO THOSE ATTAINED BY ADJACENT THRIVING
PLANTS. ALL REPLACEMENT STOCK WILL BE SUBJECT TO THE SAME WARRANTY
REQUIREMENTS AS THE ORIGINAL STOCK. REPLACEMENT WARRANTY BEGINS ON DAY OF
INSTALLATION.
3.THE LANDSCAPE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS TO GRADES, VEGETATIVE
COVER AND PAVING REQUIRED BECAUSE OF PLANT REPLACEMENTS. SUCH REPAIRS SHALL BE
DONE AT NO EXTRA COST TO THE OWNER.
INSPECTION
1.THE OWNER'S REPRESENTATIVE SHALL INSPECT THE TOTAL WORK FOR ACCEPTANCE UPON
REQUEST OF THE LANDSCAPE CONTRACTOR. ANY UNSATISFACTORY ITEMS SHALL BE NOTED
AND MUST BE REMEDIED BY THE LANDSCAPE CONTRACTOR PRIOR TO ACCEPTANCE. UPON
SATISFACTORY COMPLETION OF ALL WORK, THE OWNER'S REPRESENTATIVE SHALL CERTIFY IN
WRITING ACCEPTANCE OF THE WORK. PAYMENT FOR CONTRACT WORK TO THE CONTRACTOR
PURSUANT TO ISSUANCE OF ACCEPTANCE SHALL BE DEEMED THE FINAL PAYMENT FOR SAID
WORK.
GENERAL
1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL WORK AS
SPECIFIED IN ACCORDANCE WITH THE PLANS AND AS LISTED IN THE GENERAL NOTES.
2.BEFORE BEGINNING ANY WORK, ALL UTILITIES AND UNDERGROUND CONSTRUCTION SHALL BE
LOCATED BY THE LANDSCAPE CONTRACTOR SO THAT PROPER PRECAUTIONS MAY BE TAKEN
NOT TO DISTURB OR DAMAGE ANY SUBSURFACE IMPROVEMENTS. WHERE PUBLIC UTILITIES ARE
PRESENT, THE LANDSCAPE CONTRACTOR SHALL REQUEST ON-SITE LOCATIONS BY ALL UTILITY
COMPANIES AND CONFIRM THAT SUCH LOCATIONS HAVE BEEN COMPLETED. THE LANDSCAPE
CONTRACTOR SHALL BE HELD RESPONSIBLE FOR MAKING, AT HIS OWN EXPENSE, ALL REPAIRS
TO DAMAGED UTILITIES RESULTING FROM WORK COVERED BY THIS CONTRACT.
3.ANY DAMAGE DONE BY THE LANDSCAPE CONTRACTOR TO ANY PAVING, BUILDINGS, CURB, OR
WALKS SHALL BE REPAIRED OR REPLACED BY THE LANDSCAPE CONTRACTOR.
4.THE LANDSCAPE CONTRACTOR SHALL TAKE MEASURES TO PREVENT DUST, MUD, MARKS, ETC
FROM SOILING AND DAMAGING IMPROVEMENTS. ANY DAMAGE SHALL BE THE RESPONSIBILITY
OF THE LANDSCAPE CONTRACTOR.
5.THE LANDSCAPE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE FROM ALL PARTS OF THE
PROJECT.
6.ALL PROPOSED PLANT MATERIALS SHALL BE FREE FROM INJURY, PEST, DISEASE, OR ROOT
DEFECTS AND SHALL MEET OR EXCEED STANDARDS SET FORTH IN THE CURRENT EDITION OF
'AMERICAN STANDARD FOR NURSERY STOCK'. THE LANDSCAPE ARCHITECT MAY REJECT PLANT
MATERIAL OR INSTALLATION WHICH DOES NOT COMPLY WITH THE SPECIFICATIONS OF THIS
DRAWING AT ANY TIME PRIOR TO FINAL ACCEPTANCE.
7.PLANTS SHALL BE WATERED PRIOR TO TRANSPORTATION AND SHALL BE KEPT MOIST UNTIL
PLANTED. ALL PLANTS SHALL BE PROTECTED FROM DESICCATION DURING DELIVERY WITH A
PROTECTIVE COVERING OR ENCLOSED TRUCK.
8.THE PLANT LIST IS FOR THE LANDSCAPE CONTRACTORS CONVENIENCE. THE LANDSCAPE
CONTRACTOR SHALL VERIFY THE COUNT FROM THE PLAN AND REPORT ANY DISCREPANCIES TO
THE LANDSCAPE ARCHITECT.
9.ALL LANDSCAPE AREAS WHERE ASPHALT OR CURBING HAS BEEN REMOVED AND ALL
LANDSCAPE ISLANDS MUST HAVE CLEAN, FRIALBE TOPSOIL TO A TOTAL DEPTH OF TWO (2) FEET.
10.THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL MATERIALS INCLUDING, BUT NOT LIMITED
TO, TOPSOIL, MULCHES, LIMES, AND FERTILIZERS NECESSARY FOR THE HEALTHY GROWTH OF
PLANT MATERIAL.
11.INSTALL TREES PLUMB. DO NOT DEPEND ON STAKING TO PULL PLANTS TO PLUMB POSITION.
STAKING SHALL BE ON AN AS-NEEDED BASIS.
12.MULCH ALL GROUND COVER AND PLANTING BEDS AND A 4'-0" DIAMETER BASE AROUND ALL
FREE STANDING TREES WITH 3" MIN. SHREDDED BARK MULCH.
13.ALL TEMPORARY CONSTRUCTION ACTIVITIES WILL OCCUR IN PARKING LOT AREAS ON THE SITE.
14.SHRUB HEIGHTS SHALL BE MAINTAINED AT 2'-0" AND TREE CANOPIES SHALL BE ABOVE 6'-0" AT
ALL PLANTING ISLANDS AND DRIVE OPENINGS WITHIN THE PARKING LOT AND INTERSECTING
STREETS BY LANDSCAPE CONTRACTOR AND OWNER TO INSURE SAFE SIGHT DISTANCES.
15.ALL CONSTRUCTION DEBRIS IS TO BE ENTIRELY REMOVED FROM SITE BY THE LANDSCAPE
CONTRACTOR.
16.THE LANDSCAPE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE MAINTENANCE,
INCLUDING WATERING, WEEDING, PRUNING, MOWING OF LAWNS, AND RE-MULCHING OF THIS
WORK UNTIL DATE OF FINAL ACCEPTANCE.
TY
P
.
4"
12"
TYP.
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
TYPICAL ISLAND PLANTER SECTION
N.T.S.
N/A
GROSS FLOOR AREA
INCREASE IS LESS THAN 10%.
120' RADIUS
C900LANDSCAPE PLAN