HomeMy WebLinkAbout6401 Sheetz TRC Approval Packet
Commercial Site Plan TRC Approval – 6401 Carolina Beach Road – Sheetz Convenience Store with Gas
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COMMERCIAL SITE PLAN APPROVAL
To: Tim Clark, McKim & Creed (tclark@mckimcreed.com)
From: Amy Doss
Current Planner
Date: August 13, 2024
Subject: Commercial Site Plan TRC Approval – Sheetz Convenience Store with Gas– 6401 Carolina Beach
Road
Sheetz, Commercial Site Plan has been approved by the Technical Review Committee (TRC). The approved
plan consists of a 6139 SF convenience store with gas on 2.3 acres of land located at 6401 Carolina Beach
Road (PID# R07900-006-001-011, R07900-006-001-010). This approval is valid for two years unless a
building permit application for all or a portion of the project is submitted to the County. The approved
preliminary plan is enclosed.
Please note the project may be subject to additional regulations of the County’s development ordinances. In
addition, this approval does not relieve the applicant from any law, regulation, or requirement of any other
government or regulatory agency.
Approval of this preliminary plan allows for construction plans to be approved for the subject
project. Construction plans must be approved prior to full site work taking place on the property.
If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7571 or
adoss@nhcgov.com.
Sincerely,
Amy Doss
Current Planner
cc: TRC (Fire Services, Engineering, CFPUA, NCDOT)
Enclosure
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CONVENIENCE
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GOLDEN ROAD
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LACEWOOD COURT
SHEETZ AT GOLDEN ROAD
WILMINGTON, NORTH CAROLINA
SCALE: 1" = 50'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3
SCALE: NTSVICINITY MAP4
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PROJECT NAME:
SHEETZ AT GOLDEN ROAD
OWNER:
BRIAN DOWNS
ENTITLEMENT MANAGER
351 SHEETZ WAY
CLAYSBURG, PA 16625
PHONE: (919) 264-8593
BDOWNS@SHEETZ.COM
ENGINEER: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
M. ROBIN AUSTIN, PE
RAUSTIN@MCKIMCREED.COM
LANDSCAPE ARCHITECT: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
TIMOTHY R. CLARK, PLA
TCLARK@MCKIMCREED.COM
SURVEYOR: TIMMONS GROUP
5410 TRINITY ROAD, SUITE 102, RALEIGH, NC 27607
PHONE: 919.866.4951
MARTIN W. WEBB, PLS
MARTIN.WEBB@TIMMONS.COM
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER AND SEWER)
CONTACT: JEFF THEBERGE
PHONE: 910-332-6626
EMAIL: JEFF.THEBERGE@CFPUA.ORG
DUKE ENERGY (ELECTRIC)
CONTACT: DONALD PRIDGEN
PHONE: 910-617-2733
EMAIL: DONALD.PRIDGEN@DUKE-ENERGY.COM
PIEDMONT NATURAL GAS (GAS)
CONTACT: JARRED GARRISON
PHONE: 910-251-2814
EMAIL: JARRED.GARRISON@DUKE-ENERGY.COM
SPECTRUM (TELEPHONE AND CABLE)
CONTACT: ZACHARY WAHL
PHONE: 910-508-0794
EMAIL: ZACHARY.WAHL@CHARTER.NET
AT&T (BELLSOUTH)
CONTACT: BART GORE
PHONE: 910-547-1775
EMAIL: BG1678@ATT.COM
NORTH CAROLINA ONE CALL
PHONE: 1-800-632-4949 OR 811
NEW HANOVER COUNTY FIRE DEPT (FIRE)
CONTACT: SUNNIE BATSON
PHONE: (910) 798-7464
EMAIL: SBATSON@NHCGOV.COM
ISSUED FOR CONSTRUCTION
07.08.2024
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PROJECT
SITES
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SHEET
NUMBER SHEET TITLE
C1.0 COVER
C1.1 NOTES
C1.2 NOTES
C1.3 NOTES
C2.0 EXISTING SURVEY
C2.1 EXISTING SURVEY
C2.2 EXISTING CONDITIONS AND DEMOLITION PLAN
C3.0 SITE PLAN
C4.0 EROSION CONTROL - OVERALL - STAGE 1
C5.0 EROSION CONTROL - OVERALL - STAGE 2
C7.0 GRADING AND DRAINAGE PLAN
C8.0 UTILITY PLAN
C8.1 WATER MAIN EXTENSION PLAN AND PROFILE - CBR
C8.2 WATER MAIN EXTENSION PLAN AND PROFILE - GR
C9.0 ROADWAY IMPROVEMENTS - EXISTING CONDITIONS AND DEMOLITION
C9.1 ROADWAY IMPROVEMENTS - LAYOUT
C9.2 ROADWAY IMPROVEMENTS - EROSION CONTROL - STAGE 1
C9.3 ROADWAY IMPROVEMENTS - EROSION CONTROL - STAGE 2
C9.4 ROADWAY IMPROVEMENTS - GRADING DRAINAGE AND UTILITIES
C9.5 ROADWAY IMPROVEMENTS - STREET SECTIONS
C9.6 ROADWAY IMPROVEMENTS - STREET SECTIONS
C9.7 ROADWAY IMPROVEMENTS - STREET SECTIONS
C9.8 ROADWAY IMPROVEMENTS - STREET SECTIONS
C9.9 ROADWAY IMPROVEMENTS - STREET SECTIONS
C10.0 LANDSCAPE PLAN
C11.0 SITE DETAILS
C11.1 SITE DETAILS
C11.2 SITE DETAILS
C11.3 SITE DETAILS
C11.4 SITE DETAILS
C12.0 EROSION CONTROL DETAILS
C12.1 EROSION CONTROL DETAILS
C13.0 GRADING & DRAINAGE DETAILS
C13.1 GRADING & DRAINAGE DETAILS
C14.0 UTILITY DETAILS
C14.1 UTILITY DETAILS
C15.0 ROADWAY IMPROVEMENTS DETAILS
C16.0 STORM WATER CONTROL MEASURE ENLARGEMENT & DETAILS
C17.0 LANDSCAPE DETAILS
LIGHTING-1 LIGHTING PLAN
LIGHTING-2 LIGHTING DETAILS
A200 EXTERIOR ELEVATIONS
A201 EXTERIOR ELEVATIONS
AWNING GAS AWNING
DT-1 DRIVE THRU SIGN DETAILS
DT-2 DRIVE THRU SIGN DETAILS
SIGN MONUMENT SIGN DETAILS
SC001 RETAINING WALL PLANS AND DETAILS
SC002 RETAINING WALL PLANS AND DETAILS
SC003 RETAINING WALL PLANS AND DETAILS
IRRI-1 IRRIGATION PLANS AND DETAILS
IRRI-2 IRRIGATION PLANS AND DETAILS
TRK1 FUEL TRUCK ROUTES
TRK2 DELIVERY TRUCK ROUTES
TRK3 DUMPSTER TRUCK ROUTES
WORK WITHIN NCDOT
ROWs NOT PERMITTED
FOR CONSTRUCTION AS
OF JULY 8, 2024
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NOTES1
C1.1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
NOTES
DEMOLITION NOTES:
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS
REQUIRED FOR DEMOLITION WORK.
2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR
ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT
AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN
THE PLANS AND SPECIFICATIONS.
3.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING
ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED
DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
4.ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF NEW
CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE WITHIN THIS
CONSTRUCTION SET, ARCHITECTURAL PLANS AND/OR PROJECT SPECIFICATIONS.
THIS INCLUDES FOUNDATION SLABS, WALLS, AND FOOTINGS.
5.ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY THE
CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN
ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
6.ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT
SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.
7.THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS
CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES.
8.UTILITY CONTACTS ARE AS FOLLOWS:
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER AND SEWER)
CONTACT: JEFF THEBERGE
PHONE: (910-332-6626)
EMAIL: JEFF.THEBERGE@CFPUA.ORG
DUKE ENERGY (ELECTRIC)
CONTACT: DONALD PRIDGEN
PHONE: 910-617-2733)
EMAIL: DONALD.PRIDGEN@DUKE-ENERGY.COM
PIEDMONT NATURAL GAS (GAS)
CONTACT: JARRED GARRISON
PHONE: 910-251-2814
EMAIL: JARRED.GARRISON@DUKE-ENERGY.COM
SPECTRUM (TELEPHONE AND CABLE)
CONTACT: ZACHARY WAHL
PHONE: 910-508-0794
EMAIL: ZACHARY.WAHL@CHARTER.NET
AT&T (BELLSOUTH)
CONTACT: BART GORE
PHONE: 910-547-1775
EMAIL: BG1678@ATT.COM
NORTH CAROLINA ONE CALL
PHONE: 1-800-632-4949 OR 811
NEW HANOVER COUNTY FIRE DEPT (FIRE)
CONTACT: SUNNIE BATSON
PHONE: (910) 798-7464
EMAIL: SBATSON@NHCGOV.COM
9.EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS OF DEMOLITION
SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION ACTIVITIES. REFER TO E&S
PLAN FOR DETAILS.
10.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A
LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY
OWNER IMMEDIATELY.
11.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED,
CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT
NO ADDITIONAL COST TO THE OWNER.
12.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES.
13.CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS
FROM DAMAGE DUE TO DEMOLITION ACTIVITIES.
14.ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO
AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED
UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH
COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH
DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A
LOCATION DIFFERENT FROM THAT INDICATED OR ARE UNIDENTIFIED, SHALL BE
REPORTED TO THE OWNER, ENGINEER AND ARCHITECT BEFORE REMOVAL FOR FINAL
DISPOSITION.
15.ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION
ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. SHOULD ANY DAMAGE OCCUR
TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S
EXPENSE.
16.EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK, ETC. NOT INDICATED FOR
REMOVAL, WHICH IS DAMAGED DURING DEMOLITION/CONSTRUCTION, SHALL BE
REPAIRED OR REPLACED TO MATCH ORIGINAL CONDITION.
17.SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION DETERMINED TO BE
ACCEPTABLE BY AN INDEPENDENT SOILS TESTING LABORATORY SHALL BE UTILIZED
FOR FILL MATERIAL WHERE APPROPRIATE.
18.ANY NOTE, OR REFERENCE TO ANY ELEMENT, WHICH DOES NOT SPECIFY ACTION BY
THE CONTRACTOR SHALL BE CONSTRUED AS INFORMATION ONLY.
19.ALL PIPE INSTALLATION, WHEN REQUIRED BY PIPE DEPTHS AND EXCAVATION, SHALL
BE PERFORMED WITH THE USE OF TRENCH BOXES. ALL EXCAVATIONS, UTILITY AND
GRADING WORK, SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL
RULES AND REGULATIONS.
20.THE GENERAL CONTRACTOR SHALL PROVIDE ALL SAFETY AND SECURITY FENCING,
BARRIERS, PROTECTION MATERIAL AND METHODS AS REQUIRED TO COMPLETE ANY
OFF SITE WORK IN A SAFE AND TIMELY MANNER.
21.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION.
22.UNLESS OTHERWISE NOTED, ALL EXISTING VEGETATION TO REMAIN AND TO BE
UNDISTURBED FOR THE DURATION OF CONSTRUCTION. IF DAMAGES OCCUR TO
EXISTING VEGETATION, PLANTS SHALL BE REPLACED IN KIND.
23.ANY EXISTING WELLS AND/OR SEPTIC SYSTEMS SHALL BE ABANDONED IN
ACCORDANCE WITH NEW HANOVER COUNTY HEALTH DEPARTMENT STANDARDS.
24.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF
UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO
CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER.
25.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES.
26.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL
PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
27.PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE
REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE.
28.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE
PLANS.
29.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN
THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR
TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF
THE PIPE(S).
30.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
31.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF
DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT
PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED.
CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT
OR TOPSOIL.
32.ALL DEMOLITION WORK SHALL BE COMPLIANT WITH CHAPTER 33 OF THE NC FIRE
CODE, AND ANY OTHER APPLICABLE SECTIONS.
LAYOUT NOTES:
1.CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT
LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT
DOORS, EXIT RAMPS AND PORCHES.
2.ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB OR EDGE OF SIDEWALK
UNLESS NOTED OTHERWISE.
3.CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF
TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION
PLANS.
4.ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND
2 FEET O.C.
5.ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.
6.CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE PYLON SIGN WITH
SHEETZ.
7.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION.
8.ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY SHEETZ
REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIES BETWEEN THE
PLAN AND FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS
AT THE PROJECT SITE.
9.SEE DETAIL SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.
10.CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED
CONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE.
11.ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH NEW HANOVER COUNTY,
AND NCDOT STANDARDS AND SPECIFICATIONS.
12.ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS REQUIRED IN
SPECIFICATIONS.
13.VERIFY ALL SETBACKS WITH LOCAL CODES.
14.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION.
15.NEW WHITE PAINT DIRECTIONAL ARROWS SHALL BE IN ACCORDANCE WITH LATEST
REQUIREMENTS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL" FOR LOW SPEED
URBAN CONDITIONS.
16.PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR
TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL
PROCESS BY THE PLANNING DEPARTMENT.
17.CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING.
18.ALL ROOF DRAINS SHALL BE DIRECTED TO STORM DRAIN SYSTEM.
PHASE 1 CONSTRUCTION SEQUENCE NOTES - ON-SITE WORK
1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBANCE
ACTIVITY.
2.COORDINATE DISCONNECTION OF EXISTING UTILITIES. SEE DEMOLITION NOTES FOR
UTILITY CONTACTS.
3.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START
OF ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER,
AND CONTRACTOR SHALL BE IN ATTENDANCE.
4.ESTABLISH LIMITS OF DISTURBANCE AS SHOWN. CONSTRUCTION SEQUENCE NOTES
ASSUME THE SITE WORK WILL COMMENCE PRIOR TO THE ROADWAY IMPROVEMENTS.
5.INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EXISTING DRIVEWAY
ENTRANCES AS SHOWN. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL
ENTRANCE UNTIL FINAL SUB-GRADE IS ESTABLISHED. IF DIRT/MUD GETS ON THE
STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED.
6.INSTALL TREE PROTECTION FENCING AND SILT FENCING AS NOTED ON PLANS BEFORE
COMMENCING ANY LAND DISTURBANCE ACTIVITY. ADDITIONAL TREE PROTECTION
FENCING AND SILT FENCE MAY BE REQUIRED. SILT FENCE WILL BE INSTALLED INSIDE
OF THE LIMITS OF DISTURBANCE LINE. INSTALL SILT FENCE OUTLETS AT LOW POINTS
ALONG THE SILT FENCE.
7.COMMENCE CLEARING, GRUBBING AND STRIPPING WITHIN THE LIMITS OF
CONSTRUCTION.
8.COMMENCE DEMOLITION OF EXISTING BUILDINGS, PAVEMENTS, FENCES, ETC. AS
INDICATED ON THE DEMOLITION PLAN. ALL DEMOLITION MATERIAL SHALL BE
DISPOSED OFF-SITE PER THE PROJECT SPECIFICATIONS.
9.COMMENCE ROUGH GRADING, INSTALLATION OF STORMWATER COLLECTION SYSTEM
AND UNDERGROUND UTILITIES.
10.PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT
EROSION ONCE FINAL GRADES ARE ESTABLISHED. REFER TO DETAIL SHEETS FOR
GROUND STABILIZATION CRITERIA AND SEEDING SCHEDULE.
11.WHEN EXCAVATING FOR THE INFILTRATION SCM #1, STAKE OFF AND MARK THE AREA
SO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN
THE INFILTRATION AREA. CARE SHALL BE USED DURING INSTALLATION TO MINIMIZE
COMPACTION OF SOIL ON THE BOTTOM AND WALLS OF THE INFILTRATION SCM.
12.ACCESS TO THE AREA OF THE PROPOSED INFILTRATION SYSTEM SHALL BE
CONTROLLED DURING AND AFTER CONSTRUCTION TO PREVENT COMPACTION OF THE
SOIL. LIMIT ACCESS TO ONLY THAT EQUIPMENT NEEDED TO CONSTRUCT THE
INFILTRATION SYSTEM. AVOID PLACEMENT OF HEAVY OBJECTS OR TRAFFIC ON STONE
AREAS OR CHAMBER AREAS NOT H-20 RATED. LIMIT FILL COMPACTION TO THE WORK
NECESSARY TO UNIFORMLY SPREAD THE FILL WITHIN THE STRUCTURE. DO NOT DRIVE
ROLLERS OR OTHER EQUIPMENT OVER THE FILL TO COMPACT IT.
PHASE 2 CONSTRUCTION SEQUENCE NOTES - ON-SITE WORK
1.BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING,
GRUBBING AND STRIPPING OPERATIONS, AS WELL AS ROUGH GRADING OF THE SITE
AND INSTALLATION OF THE STORM WATER COLLECTION SYSTEM.
2.INSTALL INLET PROTECTION ON ALL NEW INLETS AS STORM WATER COLLECTION
SYSTEM IS CONSTRUCTED.
3.MAINTAIN EROSION CONTROL MEASURES FROM PHASE 1 INTO PHASE 2 AS INDICATED.
THIS INCLUDES SILT FENCING.
4.INSTALL DRIVEWAY PIPE AND RELOCATE TEMPORARY CONSTRUCTION ENTRANCE TO
NEW ENTRANCE. REMOVE PHASE 1 TEMPORARY ENTRANCE AT GOLDEN RD.
5.PERFORM INFILTRATION TESTING AT 2 LOCATIONS WITHIN THE PROPOSED SCM,
BETWEEN ELEVATION 32.13 FT AND 33.12 FT TO VERIFY THE INFILTRATION RATE.
PROVIDE TEST RESULTS TO SHEETZ REPRESENTATIVE AND DESIGN ENGINEER FOR
REVIEW.
6.UPON APPROVAL OF THE TEST RESULTS BY SHEETZ AND THE DESIGN ENGINEER,
INSTALL SCM AND ASSOCIATED STRUCTURES.
7.INSTALL PERMANENT OUTLET PROTECTION AT OUTFALL FROM OUTLET CONTROL
STRUCTURE (OCS).
8.REMOVE EROSION CONTROL MEASURES FROM PHASE 1 INTO PHASE 2 AS INDICATED.
STABILIZE THESE AREAS ACCORDING TO THE STABILIZATION MEASURES REQUIRED
HEREIN.
9.MAINTAIN INLET PROTECTION TO MINIMIZE SEDIMENT IN STORM WATER COLLECTION
SYSTEM. TRANSITION HARDWARE CLOTH AND GRAVEL INLET PROTECTION TO
GUTTERBUDDY INLET PROTECTION ONCE ASPHALT IS INSTALLED. SEE INLET
PROTECTION DETAILS FOR MORE INFORMATION.
10.COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
11.REMOVE SEDIMENT FROM INLET SUMPS, SCM, AND STORM WATER COLLECTION
SYSTEM.
12.UPON COMPLETION OF CONSTRUCTION, ESTABLISH PERMANENT GROUND COVER AND
OVERALL SITE STABILIZATION.
13.REMOVE ALL SEDIMENT AND EROSION CONTROL MEASURES.
PHASE 1 CONSTRUCTION SEQUENCE NOTES - ROADWAY IMPROVEMENTS
1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBANCE
ACTIVITY.
2.ESTABLISH LIMITS OF DISTURBANCE AS SHOWN. CONSTRUCTION SEQUENCE NOTES
ASSUME THE ROADWAY IMPROVEMENTS OCCUR AFTER THE ON-SITE WORK. INSTALL
TEMPORARY SILT FENCE AS SHOWN.
3.INSTALL INLET PROTECTION AND CHECK DAMS AS SHOWN.
4.COMMENCE CLEARING, GRUBBING AND STRIPPING AREAS TO RECEIVE PAVEMENT
WIDENING WITHIN THE LIMITS OF CONSTRUCTION.
5.COMMENCE ROUGH GRADING, INSTALLATION OF STORMWATER COLLECTION SYSTEM
AND UNDERGROUND UTILITIES. INSTALL OUTLET PROTECTION AS SHOWN.
6.PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT
EROSION ONCE FINAL GRADES ARE ESTABLISHED. REFER TO DETAIL SHEETS FOR
GROUND STABILIZATION CRITERIA AND SEEDING SCHEDULE.
PHASE 2 CONSTRUCTION SEQUENCE NOTES - ROADWAY IMPROVEMENTS
1.BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING,
GRUBBING AND STRIPPING OPERATIONS, AS WELL AS ROUGH GRADING OF THE SITE
AND INSTALLATION OF THE STORM WATER COLLECTION SYSTEM.
2.INSTALL CHECK DAMS ON THE UPSTREAM END OF NEW STORM PIPES INSTALLED.
3.MAINTAIN EROSION CONTROL MEASURES FROM PHASE 1 INTO PHASE 2 AS INDICATED.
4.COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
5.UPON COMPLETION OF CONSTRUCTION, ESTABLISH PERMANENT GROUND COVER AND
OVERALL SITE STABILIZATION.
6.REMOVE ALL SEDIMENT AND EROSION CONTROL MEASURES.
GENERAL EROSION CONTROL NOTES
1.WHERE SILT FENCE IS REQUIRED IN THE SAME PLACE AS TREE PROTECTION FENCING,
ORANGE SILT FENCE AND SIGNAGE FOR TREE PROTECTION MAY BE USED INSTEAD OF
DUPLICATE FENCING. SIGNAGE MUST MEET NEW HANOVER COUNTY REQUIREMENTS
FOR TREE PROTECTION DURING CONSTRUCTION.
2.SILT FENCE TO BE PLACED AT OR INSIDE LIMITS OF DISTURBANCE AND HAS BEEN
SHOWN AS AN OFFSET FOR GRAPHIC CLARITY.
3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE.
5.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
6.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
A REPRESENTATIVE OF NEW HANOVER COUNTY.
7.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
8.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
9.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE
SEEDED, MULCHED, AND TACKED.
10.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT
AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
11.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE
PRIOR TO ANY RAIN EVENT.
EROSION CONTROL MAINTENANCE NOTES
1.GENERAL EROSION CONTROL - ALL SEDIMENT AND EROSION CONTROL DEVICES
SHALL BE INSPECTED AND REPAIRED, AS NECESSARY, EVERY SEVEN (7) DAYS AND
WITHIN 24 HOURS OF EVERY 1 INCH OR GREATER RAINFALL.ALL EROSION CONTROL
DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED
AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. RIPRAP OUTLET
PROTECTION PLACED AT PIPE OUTLETS IS A PERMANENT MEASURE AND DOES NOT
GET REMOVED.
2.LAND GRADING - PERIODICALLY, CHECK ALL GRADED AREAS AND THE SUPPORTING
EROSION AND SEDIMENTATION CONTROL PRACTICES, ESPECIALLY AFTER HEAVY
RAINFALLS. PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER
WATER-DISPOSAL PRACTICES. IF WASHOUTS OR BREAKS OCCUR, REPAIR THEM
IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY
BECOME SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION
AND SEDIMENTATION CONTROL PLAN.
3.SILT FENCE - SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4.SILT FENCE OUTLET - INSPECT OUTLET AT LEAST ONCE A WEEK AND AFTER EACH 1
INCH OR GREATER RAINFALL EVENT. COMPLETE ANY REQUIRED REPAIRS
IMMEDIATELY. FRESHEN STONE WHEN SEDIMENT ACCUMULATION EXCEEDS 6 INCHES.
KEEP MESH FREE OF DEBRIS TO PROVIDE ADEQUATE FLOW. REMOVE SEDIMENT
WHEN HALF OF STONE OUTLET IS COVERED.
5.SEEDING - ALL DISTURBED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
6.SODDING - AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE
MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. DO NOT
REMOVE MORE THAN ONE THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT
SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED.
AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD REQUIRED FERTILIZATION,
AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST RECOMMENDATIONS WHEN
POSSIBLE, OR USE THE RATES IN TABLE 6.12B.
7.MULCHING - INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO
CHECK FOR RILL EROSION, DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED,
APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE,
RESEED AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS
FIRMLY ESTABLISHED.
8.CONSTRUCTION ENTRANCES - STONE CONSTRUCTION ENTRANCES TO BE CLEANED
WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE
PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE
TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
PAVEMENT, AS REQUIRED.
9.CHECK DAMS - INSPECT CHECK DAMS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE CHECK
DAM. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIP-RAP
LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND
THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
10.INLET PROTECTION - INSPECT GRAVEL INLET PROTECTIONS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1" OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE
OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT
RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE
CLEANED OUT WHEN IT IS HALF FULL. INSPECT DANDY SACKS/WATTLES WEEKLY AND
AFTER EACH SIGNIFICANT RAINFALL EVENT (1 INCH OR GREATER). REMOVE
ACCUMULATED SEDIMENT AND ANY DEBRIS. DANDY SACKS/WATTLES INLET
PROTECTIONS MUST BE REPLACED IF CLOGGED OR TORN. DANDY SACKS/WATTLES
INLET PROTECTIONS NEED TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
DANDY SACKS/WATTLES INLET PROTECTIONS SHALL BE INSPECTED UNTIL LAND
DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN
PERMANENTLY STABILIZED.
STORMWATER MANAGEMENT NOTES:
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY
MCKIM AND CREED, THE CURRENT REQUIREMENTS OF NEW HANOVER COUNTY, THE
APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADWAY
CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE
AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH,
INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL
REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT
PUBLICATIONS UPDATING THESE REGULATIONS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE
SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE
CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND
CONSTRAINTS OF THE SITE.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD
BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA
ONE CALL CENTER PRIOR TO BREAKING GROUND. THE LOCATION OF ALL UTILITIES
AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.CONTRACTOR SHALL COORDINATE PUMP ISLAND CANOPY DRAINS CONNECTION TO
THE MAIN COLLECTOR PIPE WITH SHEETZ AND PROVIDE ALL NECESSARY FITTINGS TO
MAKE THE CONNECTION TO THE MAIN COLLECTOR PIPE.
6.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER MANHOLES AND
INLETS.
7.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE
CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT.
8.ALL STORM PIPE SHALL BE AS NOTED. ALL JOINTS SHALL BE WATERTIGHT.
9.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION.
10.ALL CATCH BASINS SHALL BE NCDOT STD 840.02, 840.03
11.ALL DROP INLETS SHALL BE NCDOT STD 840.14, 840.16
12.ALL ON-SITE STORM DRAINAGE PIPING SHALL BE HP PIPE, UNLESS OTHERWISE NOTED.
ALL STORM PIPING WITHIN THE NCDOT ROW SHALL BE RCP.
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
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NOTES
NOTES1
GRADING NOTES:
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY
MCKIM AND CREED, THE CURRENT REQUIREMENTS OF NEW HANOVER COUNTY, THE
APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADWAY
CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE
AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH,
INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL
REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT
PUBLICATIONS UPDATING THESE REGULATIONS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE
SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE
CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND
CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN FIELD CONDITIONS AND
DESIGN PLANS ARE DISCOVERED, CONTRACTOR SHALL NOTIFY OWNER AND
ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD
BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA
ONE CALL CENTER PRIOR TO BREAKING GROUND. THE LOCATION OF ALL UTILITIES
AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,
STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED FROM NEW
CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
6.ALL SLOPES SHALL BE 2:1 (HORIZONTAL: VERTICAL) MAXIMUM UNLESS NOTED
OTHERWISE. ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLY STABILIZED WITH
VEGETATION.
7.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY THE
CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT.
8.ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED, MULCHED OR LANDSCAPED
UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DRAWINGS, SITE SPECIFICATIONS
OR INSTRUCTED BY THE OWNER.
9.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY
GEOTECHNOLOGIES INCORPORATED PRIOR TO INITIATION OF ANY EARTHWORK
ACTIVITY.
10.ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE PROJECT
SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT GROUNDBREAKING.
11.ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND SURFACE
UNLESS NOTED OTHERWISE.
12.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT BUILDING
DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
13.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION.
14.CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE
GENERAL NPDES PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES.
15.IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA
FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND-DISTURBANCE PLAN
AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND-DISTURBANCE
PERMIT.
16.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER MANHOLES AND
INLETS.
17.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION
18.CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTION INDICATED ON PLANS.
19.INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
ON-SITE OPERATIONS.
20.STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED.
21.AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION.
CONTRACTOR TO PROTECT VEGETATION LOCATED BEYOND GRADING LIMITS.
22.COMPACT ALL FILL AREAS PER GEOTECHNICAL RECOMMENDATIONS.
23.PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
24.ALL 2:1 OR GREATER SLOPES TO BE STABILIZED WITH TURF REINFORCEMENT MAT PER
MANUFACTURER'S RECOMMENDATIONS. SEE LANDSCAPE PLANS AND DETAILS FOR
MORE INFORMATION.
25.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE
DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT
OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT
SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
26.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS
1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S
STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. SEE SECTION FOR
PLACEMENT AND COMPACTION INFORMATION.
FIRE PROTECTION NOTES
1.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS.
A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE
HYDRANT AND FDC.
2.HYDRANTS WILL BE LOCATED WITHIN 6' OF THE CURB PER CFPUA STANDARDS.
3.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT
COUNTY FIRE INSPECTOR APPROVAL.
4.HYDRANTS SHALL COMPLY WITH ALL NEW HANOVER COUNTY FIRE DEPARTMENT
STANDARDS AND MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION.
5.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS TO ALL PORTIONS OF THE
JOBSITE WHERE COMBUSTIBLES ARE PRESENT AT ALL TIMES DURING CONSTRUCTION.
6.FIRE DEPARTMENT ACCESS WIDTHS SHALL BE A MINIMUM OF 20-FEET UNLESS LESSER
WIDTHS ARE APPROVED BY THE FIRE CODE OFFICIAL.
7.BAG HYDRANTS THAT ARE NOT IN SERVICE.
8.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE
MATERIALS DELIVERED TO THE JOB SITE.
9.ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE
REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
10.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY TO NEW HANOVER
COUNTY FIRE DEPARTMENT FOR ALL COMMERCIAL BUILDINGS THAT DEMONSTRATES
THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE
REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
11.FIRE APPARATUS ACCESS ROADS ARE REQUIRED AT TIME OF CONSTRUCTION AND
ARE TO BE CAPABLE OF HANDLING THE WEIGHT OF A FIRE APPARATUS VEHICLE AND
BE PASSABLE IN ALL WEATHER CONDITIONS. FIRE APPARATUS ACCESS ROADS SHALL
BE COMPLIANT WITH NC BUILDING AND FIRE CODE. THE CONTRACTOR SHALL VERIFY
COMPLIANCE WITH FIRE APPARATUS ACCESS ROADS WITH THE LOCAL FIRE
DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION.
UTILITY NOTES:
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY
MCKIM AND CREED, THE CURRENT REQUIREMENTS OF THE NEW HANOVER COUNTY,
THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE
AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH,
INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL
REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT
PUBLICATIONS UPDATING THESE REGULATIONS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE
SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE
CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND
CONSTRAINTS OF THE SITE.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD
BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL CONTACT THE ONE CALL
CENTER. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE
APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES
AND UNDERGROUND STRUCTURES.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY
WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE CODES AND
REGULATIONS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE
INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OF ALL PROPOSED
UTILITIES CONSTRUCTION.
7.CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY ON THE
ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES AND UTILITY POLES AND THE
EXTENSION OF ALL PROPOSED UTILITIES TO SHEETZ STORE.
8.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS OF
THE RESPECTIVE UTILITY COMPANY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT
REQUIREMENTS WHETHER PERFORMED BY THE CONTRACTOR OR NOT.
9.AN AS-BUILT DRAWING OF NEW WATER, SEWER AND STORMWATER SERVICES SHALL
BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER BEFORE
COMPLETION OF THE PROJECT FOR APPROVAL.
10.ALL SANITARY SEWER SERVICES SHALL BE PVC SCH 40 UNLESS OTHERWISE NOTED.
11.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR
OTHER PERTINENT INFORMATION.
12.WATER MAINS SHALL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER
THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS
OR DIRECTED OTHERWISE BY THE ENGINEER.
13.ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND
ADJUSTED TO FINISHED GRADE.
14.FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF
CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT
STRUCTURE PER CFPUA STANDARDS.
15.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY
AUTHORITY 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES.
16.ALL SANITARY SEWER LINES AND WATER LINES SHALL BE C-900 PVC, UNLESS
OTHERWISE NOTED AND MEET CAPE FEAR PUBLIC UTILITY SPECIFICATIONS
17.WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC
STREET RIGHT-OF-WAY.
18.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS
ARE MET AND NCDEQ HAS ISSUED THE "FINAL APPROVAL".
19.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY
CFPUA WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO
CFPUA AND APPROVED BY USC FCCCHR OR ASSE.
20.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER
BOX.
21.1.5" & 2" PVC MAINS SHALL BE CONSTRUCTED USING ASTM D2241, IPS, GASKETED PIPE,
SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900
PVC, CL235 (DR-18). REQUIREMENTS OF AWWA C900 WITH ELASTOMERIC PUSH-ON
JOINTS CONFORMING TO THE REQUIREMENTS OF ASTM D1785 WITH SOLVENT 7 WELD
JOINTS CONFORMING TO ASTM D2672. FOR PIPE SIZES 8" THROUGH 12", PIPE SHALL BE
CLASS 150, DR18 CONFORMING TO THE CONFORMING TO ASTM D3212 OR ASTM D3139.
22.WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL
ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY PUBLIC WATER SUPPLY SECTION OF NCDEQ AND "FINAL ENGINEERING
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDEQ.
23.PVC WATER MAINS AND POLYETHYLENE SERVICES ARE TO BE MARKED WITH NO. 10
SINGLE STRAND INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND
STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED
TO BARE WIRE AND SECURED TO ALL VALVES. THIS WIRE IS TO BE ACCESSIBLE AT ALL
FIRE HYDRANTS AND WATER METER BOXES TO AID IN FUTURE LOCATION OF
FACILITIES.
24.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
25.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND,
EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE
UTILITY PROVIDER.
26.MINIMUM OF 36" COVERAGE ABOVE ALL WATER MAINS.
27.MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORM DRAIN
CURB INLETS
28.A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER
QUALITY (DWQ) REQUIREMENT.
29.PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL
STANDARDS AND SPECIFICATIONS. RELATION OF WATER MAINS TO SANITARY
SEWERS ARE AS FOLLOWS. LATERAL SEPARATION OF SANITARY SEWERS AND WATER
MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING
OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10
FOOT LATERAL SEPARATION, IN WHICH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE
SEWER, OR
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE
THE TOP OF THE SEWER.
30.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE
THE TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND THE
SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE POINT OF CROSSING.
31.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE
SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
OF THE POINT OF CROSSING.
32.CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER
IT IS NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE,
THE SEWER MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM
DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE HORIZONTAL,
OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE CONSTRUCTED OF DUCTILE IRON
PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 10
FEET ON EITHER SIDE OF THE CROSSING.
UTILITY ENCROACHMENT NOTES:
1.CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY HIMSELF OF ALL
EXISTING CONDITIONS. ANY DISCREPANCY BETWEEN THE SITE AND THOSE
CONDITIONS REPRESENTED ON THE DRAWINGS SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY.
2.THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD
THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
THE ENGINEER.
3.THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS
HAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES AND SHALL
COORDINATE WITH AGENCY INSPECTORS BEFORE BEGINNING WORK ON THE
PROJECT.
4.THE CONTRACTOR SHALL FOLLOW ALL CURRENT NCDOT STANDARD DETAILS, RULES,
REGULATIONS, ETC., FOR ANY WORK OCCURRING WITHIN THE NCDOT RIGHT OF WAY.
5.THE CONTRACTOR SHALL FOLLOW ALL OSHA RULES AND REGULATIONS, INCLUDING,
BUT NOT LIMITED, TO FALL PROTECTION.
6.CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
NCDOT STANDARD 200.02 METHOD OF CLEARING - METHOD II.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 72 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY THE NORTH CAROLINA ONE-CALL CENTER UTILITIES LOCATION SERVICE FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE
CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES
DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT
LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
8.ALL TRAFFIC SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD). SIGN POST INSTALLATION SHALL BE IN
ACCORDANCE WITH NCDOT STANDARDS.
9.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND THE
TRAFFIC CONTROL PLANS INCLUDED HEREIN.
LANDSCAPE NOTES:
1.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS,
ALL REQUIRED PLANTED LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE
MAINTAINED BY CONTRACTOR UNTIL CONTRACTOR TURNS OVER SITE TO SHEETZ.
ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE
REPLACED BY THE CONTRACTOR WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH
CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE ARE
SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE
VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS
REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME CERTAIN WHEN THE
REPLANTING WOULD BE SUCCESSFUL. VERIFY WITH NEW HANOVER COUNTY.
2.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE
LANDSCAPE PLANS AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF
THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF
ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION.
3.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND
REGULATIONS, CONFORM TO REQUIREMENTS OF THE PLANT LIST AND TO THE
AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF NURSERY
STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING
RECOMMENDATIONS.
4.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY
BACKFILLED PRIOR TO THE END OF THE WORKING DAY.
5.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY
FOLLOWING INSTALLATION.
6.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR
ACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARY
WATERING METHODS.
7.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE
UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE
PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES
AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS
PRIOR TO BACK FILLING.
8.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH,
CONTINUOUS CURVES.
9.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN
PLANTING DETAILS.
10.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING
AND STAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER
COMES FIRST.
11.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO
PLANTING.
12.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR
PRIOR TO BACKFILLING.
13.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE
ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED.
14.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE
CURRENT MUNICIPAL AUTHORITIES STANDARD SPECIFICATIONS AND DETAILS.
15.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE
SEEDED OR SODDED.
16.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD &
DAMAGED WOOD.
17.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR
TO CLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY
RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES
ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
18.MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES.
19.ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH
RING TYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS.
20.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS
OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE
LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.
21.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR
APPROVAL BY LANDSCAPE ARCHITECT.
22.ESTABLISH PLANT BED CONFIGURATION. LANDSCAPE ARCHITECT TO APPROVE BED
LAYOUT IN FIELD.
23.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO
PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER.
24.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH
LABEL RESTRICTIONS.
25.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR
TO INSTALLATION.
26.LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE PLACEMENT OF TREES PRIOR TO
PLANTING.
27.TREES SHALL BE MAINTAINED TO PROVIDED 14'-0” CLEAR HEIGHT FOR THE PORTION
OF THE TREE CANOPY THAT EXTENDS OVER THE VEHICULAR NETWORK.
28.STREET TREES SHALL BE LOCATED A MINIMUM OF 15 FEET FROM STREETLIGHTS.
29.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS.
A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE
HYDRANT AND FDC.
30.DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED AT ALL
STREET TREE LOCATIONS AND WHERE A TREE IS WITHIN 10' OF A UTILITY OR
HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO
MANUFACTURER RECOMMENDATION.
31.ALL MULCH TO BE PINE STRAW AND APPLIED 3" THICK AT A RATE OF 1 BALE (2.5 CF)
PER 50 SF TO THE ENTIRE LIMITS OF ALL PLANTING AREAS.
32.BACKFILL AGAINST THE TREE TRUCK OR BUTTRESS FLAIR IS PROHIBITED.
33.TREE PROTECTION FENCING SHALL BE MAINTAINED AT THE CRITICAL ROOT ZONE
(CRZ) LIMITS PRIOR TO LAND DISTURBANCE ACTIVITY WITHIN THE CRZ. ONCE GRADING
ACTIVITY IS TO COMMENCE WITHIN THE TREE CRZ, THE TREE PROTECTION FENCE
SHALL BE TEMPORARILY SET TO THE PROPOSED DISTURBANCE LIMITS. ONCE THE
GRADING ACTIVITY WITHIN THE EXISTING TREES CRZ IS COMPLETED, THE TREE
PROTECTION FENCE SHALL BE SET BACK TO THE CRZ LIMITS, OR AT THE EDGE OF
PAVEMENT IN THE EVENT PAVEMENT IS PROPOSED WITHIN THE CRZ. TREES WITH NO
PROPOSED DISTURBANCE WITHIN THE CRZ SHALL HAVE THE TREE PROTECTION
FENCE SET AT THE CRZ LIMITS FOR THE ENTIRETY OF CONSTRUCTION.
34.USE OF HEAVY CONSTRUCTION EQUIPMENT WITHIN THE CRZ SHALL BE PROHIBITED
WHERE IF NO DISTURBANCES ARE PROPOSED WITHIN, OR MINIMIZED WHERE
DISTURBANCES ARE PROPOSED WITHIN THE CRZ. USE OF EARTH MOVING EQUIP THAT
CAN BE SET OUTSIDE THE CRZ SHALL BE LEVERAGED WHERE FEASIBLE TO MINIMIZE
CRUSHING OR DAMAGING ROOTS.
OFFSITE ROADWAY IMPROVEMENT NOTES
1.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND IN ACCORDANCE WITH
MOST RECENT NCDOT STANDARDS. PAVEMENT MARKINGS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE
PAVEMENT MARKINGS PRE-MARKED, INSPECTED, AND APPROVED BY NCDOT
PERSONNEL PRIOR TO THE PLACEMENT OF FINAL PAVEMENT MARKINGS.
2.RAISED PAVEMENT MARKERS ARE TO BE USED FOR THIS PROJECT AND INSTALLED
ACCORDING TO MOST RECENT NCDOT STANDARDS. THE CONTRACTOR SHALL HAVE
THE RAISED PAVEMENT MARKINGS PRE-MARKED, INSPECTED, AND APPROVED BY
NCDOT PERSONNEL PRIOR TO FINAL PLACEMENT.
3.ALL TRAFFIC SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD). SIGN POST INSTALLATION SHALL BE IN
ACCORDANCE WITH NCDOT STANDARDS.
4.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND THE
TRAFFIC CONTROL PLANS INCLUDED HEREIN.
5.PAVEMENT OVERLAY TO BE COMPLETED UNDER NCDOT DRIVEWAY PERMIT
D033-065-23-00112.
6.EXISTING CONCRETE ISLAND AT GOLDEN ROAD TO BE REMOVED AND RESET PER THE
NCDOT DRIVEWAY PERMIT D033-065-23-00112 WITH TEMPORARY MARKINGS AS
REQUIRED BY NCDOT TRAFFIC SERVICES.
7.ALL EQUIPMENT TO BE MOVED OUTSIDE OF ROW OF US421 WHEN NOT WORKING.
MASONBORO COMMONS DRIVEWAY IMPROVEMENT NOTES
1.CONTRACTOR TO COMPLY WITH THE BELOW LISTED CONDITIONS WITH REGARD TO
THE MASONBORO COMMONS DRIVEWAY IMPROVEMENTS.
2.LANDOWNER MUST BE NOTIFIED AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF
WORK.
3.ALL VENDORS THAT ENTER THE SHOPPING CENTER MUST HAVE APPROPRIATE
INSURANCE COVERAGE (WORKER’S COMP, AUTO, AND GENERAL LIABILITY).
4.THE JAYTEES PROPERTIES (D/B/A) MASONBORO COMMONS IS HELD HARMLESS BY
SHEETZ’S AND ALL VENDORS FOR ANY AND ALL DAMAGES OR INJURIES THAT MAY
RESULT DURING THE PAINTING PROCESS.
5.AN APPROPRIATE CREW WILL BE ON HAND TO ENSURE THAT A REASONABLE AND
SAFE TRAFFIC FLOW IS MAINTAINED IN AND OUT OF THE SHOPPING CENTER DURING
THE ENTIRE PAINTING PROCESS.
6.ENSURE THAT THE PAINTING VENDOR CONTACT INFORMATION IS PROVIDED TO
LANDOWNER AT LEAST ONE WEEK BEFORE WORK COMMENCES.
7.CONTRACTOR TO ADHERE TO THE CONDITION OF THE TEMPORARY CONSTRUCTION
EASEMENT LIST ON C3.0. APPROVED DOCUMENTATION SHALL BE SUBMITTED TO THE
OWNER AND ENGINEER FOR THEIR RECORDS.
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
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AS SHOWN
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NOTES
NOTES1
CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION
PROCEDURE:
1.THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED
SPECIFICATIONS PRIOR TO SCHEDULING THE PRE-CONSTRUCTION MEETING.
2.SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA
SPECIFICATION SECTION 01340. MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED
FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY WITH CFPUA TECHNICAL
SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE PROJECT-SPECIFIC, AND MUST
INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT. THE
SUBMITTAL APPROVAL PROCESS IS GENERALLY AS FOLLOWS:
MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE
PROJECT REQUIREMENTS. CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE
WITH THE APPROVED CONSTRUCTION DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS
AND DETAILS, AND FORWARDS TO THE DEVELOPER'S ENGINEER-OF-RECORD WHEN
COMPLETE.
THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS
THE SUBMITTAL, AND FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION
MANAGER. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT
IN COMPLIANCE, THE ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR
CORRECTION AND RESUBMISSION AS NOTED ABOVE.
CFPUA'S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER'S
ENGINEER-OF-RECORD, VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE
MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT IS DETERMINED THAT THE
MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL WILL BE
RETURNED TO THE ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE.
3.ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL
SUBMITTALS MUST BE SUBMITTED TO THE CFPUA CONSTRUCTION MANAGER. THE
DEVIATION WILL BE REVIEWED BY CFPUA STAFF. THE ENGINEER, CONTRACTOR AND CFPUA
INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED, NEEDS TO BE REVISED AND
RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED CONSTRUCTION
DOCUMENTS MADE IN THE FIELD BY THE CONTRACTOR MUST BE APPROVED BY THE
ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER. THE CFPUA INSPECTOR
CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS.
4.THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE
JOB SITE. THE CFPUA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA
SPECIFICATIONS, DETAILS, AND/OR APPROVED SUBMITTAL. THE CFPUA INSPECTOR WILL
NOTIFY THE CONTRACTOR AND THE CFPUA CONSTRUCTION MANAGER OF ANY
UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED MATERIAL MUST BE REMOVED FROM
THE PROJECT SITE.
5.CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO
THE ASSIGNED CFPUA INSPECTOR FOR EACH OF THE FOLLOWING:
OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES)
WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE
LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE
CUTTING IN ANY NEW MANHOLES ON EXISTING LINES
CORING ANY MANHOLES
CONNECTING TO AN EXISTING SEWER FORCE MAINS
CONNECTING ONTO EXISTING WATER LINES
ANY BORES AND THREADING CARRIER PIPES
ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING
ALL TESTING
CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE:
1.ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY
THE CONTRACTOR AS SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH
APPLICABLE REGULATIONS AND AS DIRECTED BY THE CFPUA INSPECTOR. ALL TESTING
MUST BE CONDUCTED IN THE PRESENCE OF THE CFPUA INSPECTOR. THE CONTRACTOR IS
TO GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED
CFPUA INSPECTOR FOR ALL TESTING.
2.ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN
ACCORDANCE WITH THE APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE
TESTED TO 150 PSI FOR A PERIOD OF TWO (2) HOURS. IF THE PRESSURE DROPS MORE
THAN THREE (3) PSI, THE TEST FAILS. REFER TO THE APPROPRIATE CFPUA SPECIFICATION
FOR MORE INFORMATION ON THE PROCEDURE.
3.ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN
ACCORDANCE WITH THE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA
INSPECTOR.
4.SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN
MANHOLES) SHALL BE TESTED:
THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE
PROJECT, ALL SEWER LINE SEGMENTS AND ALL SERVICES SHALL BE CAMERA
INSPECTED AND VIDEO RECORDED. THE CFPUA INSPECTOR WILL REVIEW THE VIDEO
RECORDING FOR ACCEPTANCE.
AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF
THE SOIL-PIPE SYSTEM, THE CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL
TESTING FIR VERIFYING THAT THE BACKFILL OF THE TRENCH HAS BEEN
COMPACTED TO AT LEAST 95% MAXIMUM DENSITY.
AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE
CFPUA INSPECTOR.
AFTER GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS.
5.VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER
LINE SEGMENT AND SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS.
THE DVD(S) WILL BE REVIEWED IN THE ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW
TIME IS GENERALLY TEN (10) TO FIFTEEN (15) BUSINESS DAYS BUT WILL DEPEND ON THE
COMPLEXITY OF THE PROJECT, SIZE, QUALITY OF THE DVD(S), ETC.
6.THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE
NUMBERS, AND DATES OF INSPECTION.
7.THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES,
ADDRESS AND/OR LOT NUMBER, AND DATE OF INSPECTION.
8.THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE.
9.THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND
POTABLE WATER INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE
PIPELINE AND APPURTENANCES SHALL BE REMEDIED BY THE CONTRACTOR AT NO
ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE RE-INSPECTED AS OUTLINED ABOVE.
10.TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH
CFPUA SPECIFICATION SECTION 01720 FOR REVIEW.
11.CAPE FEAR PUBLIC UTILITY REQUIREMENTS FOR VIDEO INSPECTION OF STORM SEWER
SYSTEMS:
GENERAL
12.ALL EQUIPMENT USED FOR CLEANING AND VIDEO INSPECTION SHALL BE SPECIFICALLY
DESIGNED FOR THE WORK DESCRIBED HEREIN. ALL CAMERAS SHALL BE SELF-POWERED
UNITS WITH COLOR, PAN-AND-TILT, MINIMUM RESOLUTION OF 640X480, AND THE ABILITY TO
OPERATE IN 100% HUMIDITY CONDITIONS. THE LENS SHALL HAVE NOT LESS THAN A
65-DEGREE VIEWING ANGLE WITH EITHER AUTOMATIC OR REMOTE FOCUS AND IRIS
CONTROLS.
13.ALL WORK DESCRIBED HEREIN SHALL BE COMPLETED IN ACCORDANCE WITH NASSCO
PIPELINE ASSESSMENT AND CERTIFICATION PROGRAM/ MANHOLE ASSESSMENT AND
CERTIFICATION PROGRAM (PACP/MACP) GUIDELINES.
14.THE CITY OF WILMINGTON (COW) RESERVES THE RIGHT TO REFUSE ANY RECORDING OR
REPORT ON THE BASIS OF SUBSTANDARD QUALITY.
EXECUTION
15.ALL STORM PIPE INSTALLATIONS SHALL BE COMPLETELY INSTALLED A MINIMUM OF 30 DAYS
PRIOR TO VIDEO INSPECTION. GENERALLY, INSPECTIONS SHALL OCCUR 30 DAYS PRIOR TO
ASPHALT PAVING.
16.THE CONTRACTOR'S CLEANING OPERATIONS SHALL BE PERFORMED PRIOR TO THE VIDEO
INSPECTION, AND SHALL FULLY CLEAN THE PIPES AND STRUCTURES AS WELL AS REMOVE
ALL SEDIMENT, ROOTS, DEBRIS, ETC.
17.INSPECTIONS OF EACH PIPE SEGMENT SHALL BEGIN IN THE CENTER OF THE START
DRAINAGE STRUCTURE AND END IN THE CENTER OF THE END DRAINAGE STRUCTURE. THE
CAMERA SHALL BE MOVED THROUGH THE LINE IN EITHER DIRECTION AT A UNIFORM RATE
BUT NOT GREATER THAN 30 FEET PER MINUTE (0.5 FT/SEC).
18.THE CAMERA SHALL BE STOPPED AT EACH PIPE JOINT, DEFECT, IMPERFECTION, ETC. AT
THESE LOCATIONS, THE CAMERA SHALL BE PANNED, TILTED AND ROTATED TO FULLY VIEW
AND DOCUMENT THE CONDITION OF THE JOINTS, DEFECTS, IMPERFECTIONS, ETC.
19.THE DIGITAL RECORDING SHALL BE FREE OF ELECTRICAL INTERFERENCE AND SHALL
PRODUCE A CLEAR AND STABLE IMAGE.
20.VIDEO OVERLAY SHALL INCLUDE, AT A MINIMUM, THE OWNER NAME, PROJECT NAME,
STREET NAME, DIAMETER OF PIPE, PIPE MATERIAL, DATE AND TIME OF INSPECTION,
DIRECTION OF VIDEO (UPSTREAM OR DOWNSTREAM), DRAINAGE STRUCTURE NUMBER
DESIGNATION FOR EACH DRAINAGE STRUCTURE ON THE PIPE SEGMENT INSPECTED THAT
CORRESPONDS TO THE CONSTRUCTION PLANS. A CONSTANT OVERLAY DISPLAY OF THE
STREET NAME, DRAINAGE STRUCTURE DESIGNATIONS (I.E. MH START#/MH END#), DATE AND
DISTANCE SHALL APPEAR ON THE SCREEN. THE INSPECTOR SHALL MOVE THE CONSTANT
OVERLAY DISPLAY SO IT DOES NOT INTERFERE WITH THE INSPECTION REVIEW.
21.INSPECTION OF EACH PIPE SEGMENT SHALL BE PROVIDED IN A SEPARATE VIDEO FILE. IN
SITUATIONS WHERE REVERSE INSPECTION IS NECESSARY, THE REVERSE INSPECTION
SHALL BE PROVIDED IN A SEPARATE VIDEO FILE.
22.ALL OBSERVATIONS/DEFECTS SHALL BE NOTED BY THE INSPECTOR, WHERE A TEXT
DISPLAY SHALL APPEAR DESCRIBING THE OBSERVATION/DEFECT. TEXT SHALL DISPLAY
FOR A MINIMUM OF 4 SECONDS. THE VIDEO FILE RECORDING SHALL PAUSE AS THE
OPERATOR SELECTS THE OBSERVATION/DEFECT NOTATION, ELIMINATING "ON HOLD"
VIDEO.
23.AN INSPECTION FORM SHALL BE COMPLETED AND SUBMITTED FOR EACH PIPE SEGMENT
AND DRAINAGE STRUCTURE INSPECTED AND VIDEOED. AT A MINIMUM,
OBSERVATION/DEFECT NOTES SHALL INCLUDE GENERAL INFO, DISTANCE WITHIN THE PIPE
SEGMENT, DESCRIPTION, A SEVERITY RATING, AND A STILL PHOTOGRAPH.
DELIVERABLES
24.CORRESPONDENCE FROM THE ENGINEER OF RECORD CONFIRMING THAT HE/SHE HAS
REVIEWED THE VIDEO INSPECTION PACKAGE FOR COMPLIANCE TO CONTENT AND HAS
MADE AN EVALUATION WITH RECOMMENDATIONS FOR REPAIR AS NEEDED PER THE CITY
GUIDELINES.
25.VIDEO INSPECTIONS CAPTURED LIVE OFF OF THE INSPECTION CAMERA TO BE SUBMITTED
TO ON A DVD COMPATIBLE WITH WINDOWS MEDIA PLAYER. THE INSPECTIONS MUST BE IN
ORDER AND COMPLETE.
26.ALL INSPECTION REPORTS COMPLETED FOR EACH PIPE SEGMENT AND DRAINAGE
STRUCTURE WHETHER VIDEOED OR NOT SHALL BE SUBMITTED.
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER
DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE
CFPUA’S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS
ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION
MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING
DETAILS.
2.SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES. STAINLESS STEEL MANHOLE
INSERTS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18”
INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18”
INSIDE RIGHT-OF-WAY LINE.
4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE
CONSTRUCTED OF DIP.
5.MINIMUM 10’ UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS
SHOWN FOR NEW DEVELOPMENTS.
6.NO FLEXIBLE COUPLINGS SHALL BE USED.
7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS.
9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
10.EXISTING WATER AND SEWER SERVICES MUST BE ABANDONED PER CFPUA
REQUIREMENTS. SEE PLANS FOR ADDITIONAL INFORMATION.
11.A MINIMUM OF 10’ OF MAIN LINE, 5’ UPSTREAM AND 5’ DOWNSTREAM SHALL BE REPLACED
FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
12.A MINIMUM OF 20’ OF MAIN LINE, 10’ UPSTREAM AND 10’ DOWNSTREAM SHALL BE REPLACED
FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS
13.PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE
HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED
14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A
MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE.
DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN
TO CROWN OF THE LARGEST DIAMETER PIPE.
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
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GOLDEN ROAD
SR-1524
LACEWOOD
COURT
EXISTING FENCE TO
BE REMOVED (TYP.)
EXISTING FENCE
TO REMAIN (TYP.)
EXISTING EASEMENTS TO
BE ABANDONED (TYP.)
EXISTING PROPERTY LINE
TO BE ABANDONED AS PART
OF RECOMBINATION (TYP.)
UTILITY TO BE REMOVED
(TYP.)
EXISTING GRAVEL DRIVE
TO BE REMOVED (TYP.)
EXISTING TREES TO
BE REMOVED (TYP.)
EXISTING WATER AND
SEWER SERVICES TO
BE REMOVED
EXISTING TREES TO
REMAIN (TYP.)
EXISTING UNDER GROUND
POWER TO BE REMOVED
(TYP.), SEE ALSO DRY
UTILITY DESIGN PLANS
EXISTING STRUCTURE
TO BE REMOVED (TYP.)
EXISTING GRAVEL DRIVE
TO BE REMOVED (TYP.)
EXISTING BUILDING TO
BE REMOVED (TYP.)EXISTING BUILDING TO
BE REMOVED (TYP.)
UTILITIES TO BE
REMOVED (TYP.)
EXISTING EDGE OF
PAVEMENT TO BE REMOVED
ASSOCIATED WITH
ROADWAY IMPROVEMENTS
EXISTING DRIVEWAY
TO BE REMOVED
EXISTING LIGHT
POLE TO BE
REMOVED
EXISTING DRIVEWAY
TO BE REMOVED
EXISTING DIRECTION ARROW
TO BE REMOVED (TYP.)
EXISTING ASPHALT
PARKING LOT TO BE
REMOVED; APPROX
3,000 SY
EXISTING TREES TO
BE REMOVED (TYP.)
EXISTING STORMWATER
DRAINAGE SYSTEM TO
BE REMOVED (TYP.)
EXISTING DIRECTION
ARROW AND STRIPPING
TO BE REMOVED (TYP.)
EXISTING DIRECTION ARROW
TO BE REMOVED (TYP.)
EXISTING EDGE OF PAVEMENT
TO BE REMOVED ASSOCIATED
WITH ROADWAY IMPROVEMENTS
EXISTING UNDER GROUND
POWER TO BE REMOVED
(TYP.), SEE ALSO DRY
UTILITY DESIGN PLANS
EXISTING SIGN TO
BE REMOVED
SEE DRY UTILITY
CONSULTANT DESIGN PLANS
FOR ADDITIONAL REMOVAL
AND RELOCATION PLANS
EXISTING STORMWATER
WET POND COMPONENTS
TO BE REMOVED (TYP.)
EXISTING CURB TO BE
REMOVED (TYP.)
WATER METER
AND LINE TO BE
REMOVED.
WRONG WAY SIGN TO
BE RELOCATED (TYP.)
SEWER LINE TO BE
REMOVED, CUT BACK
TO FACE OF MANHOLE
AND FILL WITH GROUT
RIM:38.44'
INV:34.50'
EXISTING TRAFFIC
SIGNAL POLE TO
REMAIN UNDISTURBED
DEMO WATER SERVICE TO
CORPORATION STOP AT THE MAIN.
CONTRACTOR TO IDENTIFY NECESSARY
IMPACT TO HARDSCAPE AND UTILITIES
IN PROXIMITY PRIOR TO BEGINNING
EXCAVATION
EXISTING CULVERT
PIPE TO BE
REMOVED
EXISTING CULVERT
TO BE REMOVED
EXISTING
PAVEMENT
STRIPING TO
BE REMOVED
EXISTING SIGNAGE TO
BE REMOVED (TYP.)
EXISTING EDGE OF
PAVEMENT TO BE REMOVED
ASSOCIATED WITH
ROADWAY IMPROVEMENTS
EXISTING DRIVEWAY AND
CULVERT PIPE TO BE
REMOVED
SEE SHEET C9.0 FOR
ADDITIONAL DEMOLITION
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
CULVERT PIPE AND
PORTION OF
EXISTING DRIVEWAY
TO BE REMOVED
SEE SHEET C9.0 FOR
ADDITIONAL DEMOLITION
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
SEE SHEET C9.0 FOR
ADDITIONAL DEMOLITION
INFORMATION IN THE
RIGHT OF WAY
SEE SHEET C9.0 FOR
ADDITIONAL DEMOLITION
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
TOTAL DISTURBED
AREA = 3.31 AC
EXISTING TREES TO
REMAIN (TYP.)
PROTECT EXISTING
UTILITIES TO
REMAIN (TYP.)
EX. UGP, UC, & UCATV
TO BE REMOVED
(TYP.) SEE ALSO DRY
UTILITY PLANS
EXISTING EASEMENT
TO BE ABANDONED
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
PLAN NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
EXISTING CONDITIONS AND DEMOLITION PLAN2
C2.2
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
EXISTING CONDITIONS AND DEMOLITION
PLAN
NOTES:
1.SEE DEMOLITION NOTES ON SHEET C1.1.
2.EXISTING SITE ELEMENTS ILLUSTRATED IN BLACK/BOLD ARE TO BE
REMOVED OR RELOCATED. EXISTING ELEMENTS ILLUSTRATED IN
GRAY ARE TO REMAIN. SEE PLAN FOR ADDITION INFORMATION.
3.SEE ADDITIONAL DEMOLITION AND RELOCATION INFORMATION ON
DRY UTILITY CONSULTANT PLANS.
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A
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O
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D
(U
.
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.
4
2
1
)
GOLDEN ROAD
SR-1524
LACEWOOD
COURT
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LI
N
E
PR
O
P
E
R
T
Y
L
I
N
E
24
C
25
C
26
C
27
C
28
C
29
C
30
C
31
C
32
C
33
C
34
C
35
C
36
C
37
C
38
C
39
C
40
D
41
D
42
D
43
D
44
D
45
D
46
D
47
D
48
D
49
D
50
D
51
D
52
D
53
D
54
D
55
D 56
D
57
E
58
E
59
E
60
E
61
F
62
F
63
F
165
L
166
L
167
L
168
L
169
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170
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171
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23
B
148
H
149
H
150
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151
H
152
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153
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154
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155
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156
J
157
J
158
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160
K
161
K
172
M
173
N
SHEETZ
CONVENIENCE
STORE
28.00'
82
.
0
0
'
59.72'
24.00'
65.00'
20
.
0
0
'
32
.
0
0
'
20
.
0
0
'
45.00'20.00'
32
.
0
0
'
20
.
0
0
'
72
.
0
0
'
14.00'
5.00'
24.00'
38
.
0
0
'
100.00'
72
.
0
0
'
10.00'10.00'8.00'
10
.
0
0
'
17
.
0
0
'
14
.
0
0
'
FUEL CANOPY
ABOVE
AIR PAD 1
UNDERGROUND
STORAGE TANK
VENT RISER
CLEARANCE
BAR
DUMPSTER
ENCLOSURE
8'x8' TRANSFORMER
PAD WITH BOLLARD
PROTECTION
SIGN 1, REFER TO
SIGNAGE PLAN, TO
BE PERMITTED
SEPARATELY
FLAG POLE
W/ UP LIGHT
0' SETBACK NO
B
U
F
F
E
R
OP
T
I
O
N
3
-
1
0
'
LA
N
S
D
C
A
P
E
B
U
F
F
E
R
EXISTING TREES
TO REMAIN
AIR PAD 2
PRIVACY FENCE
DETAIL
57
.
8
0
'
R15.00'
SIGN 1, REFER TO
SIGNAGE PLAN, TO
BE PERMITTED
SEPARATELY
R25.00'
EXISTING TREES
TO REMAIN64.08'
94
.
4
1
'
186.19'
12
3
.
9
9
'
50.00'25.00'
GUARDRAIL
R20.00'R25.00'
12
11
4
10
5
SEE ROADWAY IMPROVEMENTS
PLANS C9.1 FOR DETAILED
INFORMATION SEE ROADWAY
IMPROVEMENTS PLANS C9.1
FOR DETAILED
INFORMATION
1
C11.3
2
C11.2
7 & 8
C11.2
3
C11.01 & 2
C11.1
3
C11.0
25' AVE. ST. YARD
37.5' MAX. ST. YARD
12.5' MIN. ST. YARD
25
'
A
V
E
.
S
T
.
Y
A
R
D
37
.
5
'
M
A
X
.
S
T
.
Y
A
R
D
12
.
5
'
M
I
N
.
ST
.
Y
A
R
D
50
'
F
R
O
N
T
S
E
T
B
A
C
K
(P
R
I
M
A
R
Y
)
35' FRONT SETBACK (SECONDARY)
CONCRETE
MEDIAN
5
C11.2
ORDER POINT, REFER
TO SHEET DT-1 & DT-2
ORDER BOARD, REFER
TO SHEET DT-1 & DT-2
CONCRETE
PAVEMENT
5
C11.1
CONRETE/ASPHALT
TRANSITION
7
C11.1
ICE SALES
RETAIL SALES
PROPANE
LOCKER
3
C11.2
STOREFRONT
BUMPER POSTS AND
FLUSH CURB (TYP.)
1
C11.0
10
.
0
0
'
70.00'
NCDOT 10' X 70' SIGHT
DISTANCE TRIANGLE (TYP.)
E-STOP 4
C11.2
E-STOP 4
C11.2 DRIVE THRU
CURB AND PAD
6
C11.0
CURB AND
GUTTER
3
C11.1
LIGHTED BOLLARD (TYP.) SEE
LIGHTING PLANS FOR DETAILS
HANDICAP
SIGN (TYP)
3
C11.4
TABLES AND CHAIRS,
SEE ARCHITECTURAL
PLANS
ALUMINUM
FENCE (TYP.)
6
C11.2
BRICK UNIT
PAVING, SEE
ARCHITECTURAL
PLANS
R15.00' (TYP.)
7.
0
0
'
5.00'
10.50'
7.
9
0
'
4.00' CLEAR
(TYP.)
CONNAUGHTON REAL ESTATE
PID: R07900-006-012-000
MAPID: 13318.31.3209.000
DB 6433 PG 1091
ZONING B-2
ELIZABETH ASHLEE ROBERTS-HOUCK
PID: R07918-007-024-000
MAPID: 313318.31.5249.000
DB 6206 PG 742
LOT 168 PER MB 35 PG 279
ZONING R-15
SUSAN K. QUADRIO
AND
BRUCE BREWER
PID: R07918-008-057-000
MAPID: 313318.31.5414.000
DB 3930 PG 752
LOT 169 PER MB 35 PG 279
ZONING R-15
DONNIE A. STANLEY
AND WIFE
MARSHA K. STANLEY
PID: R07900-006-001-001
MAPID: 313318.31.5601.000
DB 1045 PG 502
ZONING R-15
M.M FOWLER, INC.
PID: R07918-005-015-000
MAPID: 313318.31.2887.000
DB 5982 PG 619
TRACT 2A PER MB 61 PG 236
ZONING B-2THEJAYTEES PROPERTY, LLC
PID: R07900-001-001-008
MAPID: 313318.21.6795.000
DB 6066 PG 1106
ZONING R-15
Z&N HOLDINGS, LLC
PID: R07900-001-047-000
MAPID: 313318.21.9516.000
ZONING B-2
CITY OF WILMINGTON
PID: R07900-001-049-000
MAPID: 313318.21.7370.000
DB 6216 PG 2006
ZONING O&I
DRIVE THRU CURB
AND PAD DETAIL
6
C11.0
7 & 8
C11.0
CONRETE/ASPHALT
CHAMFER
8
C11.1
DUMPSTER
PAD
5
C11.1
TEMPORARY CONSTRUCTION EASEMENT
FOR MASONBORO COMMONS DRIVEWAY
IMPROVEMENTS, SEE MASONBORO
COMMONS DRIVEWAY IMPROVEMENTS
NOTES ON C1.3
120.00'
40
.
0
0
'
ASPHALT
PAVEMENT
5
C11.1
91.66'
84
.
9
1
'
20
.
0
0
'
10.00'
70
.
0
0
'
NCDOT 10' X 70'
SIGHT DISTANCE
TRIANGLE (TYP.)
82' X 28'
UNDERGROUND
STORAGE TANK
SUPPORT
COLUMN (TYP.)
205.22'
11
0
.
3
0
'
DISPENSER
(TYP.)
BOLLARD
(TYP.)
4
C11.1
TRASH (TYP.)
SITE PAVEMENT
BELOW
32
.
0
0
'
R32.00'
R50.00'
PARKING LOT LIGHTING,
SEE DETAIL SHEETS
LIGHTING-1 AND
LIGHTING-2
SEE SHEET C9.1 FOR ADDITIONAL
SITE PLAN/LAYOUT INFORMATION
IN THE RIGHT OF WAY SHOWN OFF
THIS PAGE
SEE SHEET C9.1 FOR
ADDITIONAL SITE PLAN/LAYOUT
INFORMATION IN THE RIGHT OF
WAY SHOWN OFF THIS PAGE
SEE SHEET C9.1 FOR
ADDITIONAL SITE
PLAN/LAYOUT
INFORMATION IN THE
RIGHT OF WAY
SEE SHEET C9.1 FOR ADDITIONAL
SITE PLAN/LAYOUT INFORMATION IN
THE RIGHT OF WAY SHOWN OFF
THIS PAGE
SEE SHEET C9.1 FOR ADDITIONAL
SITE PLAN/LAYOUT INFORMATION
IN THE RIGHT OF WAY
R20.00'
UTILITY EASEMENT
NCDOT DRAINAGE
EASEMENT
R19.50'
R25.00'
FUTURE 8.67'X8.16' EV
TRANSFORMER PAD.
REFER TO TESLA PLANS.
FUTURE
EV
HC
VAN
FUTURE 6'X18.5' CONCRETE EV
EQUIPMENT PAD AND SCREENING
FENCE. REFER TO TESLA PLANS.
FUTURE TELSA CHARGING STATION AND
SIGNAGE (TYP.), REFER TO TESLA PLANS
9.40'
(TYP.)10.00'8.00'
R25.00'
STOP SIGN, R1-1
RELOCATED "DO
NOT ENTER" SIGN,
SEE ALSO C2.2
STOP SIGN,
R1-1
STOP SIGN, R1-1
3.
0
0
'
NCDOT DRAINAGE EASEMENT
RELOCATED SEGMENTAL
BLOCK LANDSCAPE EDGE
(TYP.), REUSE EXISTING BLOCK
EXISTING WELL TO
REMAIN UNDISTURBED
4
SC001
3,4,5,6
SC003
STOP SIGN,
R1-1
TEMPORARY CONSTRUCTION
EASEMENT
15
.
0
0
'
ROAD SHOULDER,
(TYP.)
5.
0
0
'
BOLLARD
(TYP.)
4
C11.1
T61
T71
T70
T72
T2
T1
T61
T72
T2
P72 P72 P61
P72
P72
P72
P72
P61
T71
NON-CLIMBABLE FENCE ATOP
RETAINING WALL, SEE SC001-SC003
FOR RETAINING WALL DETAILS
6
C11.2
FUTURE
EV
FUTURE
EV
FUTUREEV
FUTURE
EV
FUTURE
EV
FUTURE
EV
FUTURE
EV
FUTURE
EV
FUTURE
EV
FUTURE
EV
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
SITE DATA AND PLAN NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
SITE PLAN2
C3.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
SITE PLAN
GENERAL INFORMATION
DATA CLASS VALUE
PARCEL ADDRESS 6401 CAROLINA BEACH RD, WILMINGTON NC, 28412
TAX PARCEL IDENTIFICATION NUMBER
R07900-006-001-011 &
R07900-006-001-010
(TO BE RECOMBINED)
OWNER BEACON FAMILY PROPERTIES, LLC
CURRENT ZONING B2 - BUSINESS
EXISTING USE CAR REPAIR AND SALES
PROPOSED USE CONVENIENCE STORE WITH GAS SALES
TOTAL PROJECT AREA 2.32 ACRES (±101,058 SF)
R07900-006-001-011 1.43 ACRES (±62,290 SF)
R07900-006-001-010 0.89 ACRES (±38,768 SF)
DISTURBED ACREAGE 3.31 AC (144,081 SF)
ON-SITE 2.19 AC (95,200 SF)
OFF-SITE 1.12 AC (48,881 SF)
SPECIAL FLOOD HAZARD AREAS ZONE X
CAMA LAND USE CLASSIFICATION AQUIFER RESOURCE PROTECTION AREA
AREAS OF ENVIRONMENTAL CONCERN N/A
FUTURE LAND USE MAP COMMUNITY MIXED USE
BUILDING INFORMATION
DATA CLASS VALUE
TOTAL BUILDING FOOTPRINT AREA 6,139 SF GFA
TOTAL BUILDING GROSS FLOOR AREA 6,139 SF GFA
TOTAL BUILDINGS 1
NC BUILDING CODE CONSTRUCTION
TYPE V-B NON-SPRINKLERED CONSTRUCTION
BUILDING LOT COVERAGE 6%
DATA CLASS REQUIRED PROPOSED
BUILDING SETBACKS
FRONT (CAROLINA BEACH ROAD)50'186.19'
FRONT (GOLDEN ROAD)35'94.41'
REAR (RESIDENTIAL)20'64.08'
SIDE (FITNESS TREE)0'123.99'
SITE INFORMATION
DATA CLASS EXISTING
(TO REMAIN)PROPOSED
TOTAL IMPERVIOUS SURFACE AREA 0 SF 71,811 SF
ROOF TOPS 0 SF 6,139 SF
HEAVY DUTY PAVEMENT 0 SF 63,002 SF
SIDEWALKS / PLAZA 0 SF 2,670 SF
IMPERVIOUS AREA COVERAGE -71.1%
DATA CLASS REQUIRED PROPOSED
TOTAL PARKING SPACES 24 42
RESTAURANT PARKING
- 6 SPACES / 1000 SQUARE
- 1,988 SF INTERIOR AREA
- 375 SF EXTERIOR SEATING AREA
- 2,363 SF TOTAL AREA
- 2,363 SF / 1000 = 2.36
- 2.3 X 6 = 14.16
14 SEE TOTAL
RETAIL PARKING
- 2.5 SPACES / 1000 SQUARE
- 4,151 SF INTERIOR AREA
- 4,151 SF / 1000 = 4.15
- 2.5 X 4.15 = 10.37
10 SEE TOTAL
SIGN LEGEND
SIGN MUTCD CODE DESCRIPTION
R1-1 STOP SIGN 30" X 30"
GENERAL NOTES:
1.ALL ARCHITECTURE AND SITE LIGHTING SHALL NOT EXCEED 0.5 FOOT CANDLES AT
PROPERTY BOUNDARY.
2.SEE LAYOUT NOTES ON SHEET C1.1.
PAVEMENT MARKINGS KEYNOTES
KEY ITEM DESCRIPTION WIDTH
PAINT STOP BAR (WHITE)24"
PAINT LEFT TURN ARROW (WHITE)
PAINT RIGHT TURN ARROW (WHITE)
PAINT STRAIGHT ARROW (WHITE)
THERMOPLASTIC (90 MIL)EDGELINE (WHITE)4"
THERMOPLASTIC (90 MIL)SOLID LANE LINE (WHITE)4"
THERMOPLASTIC (90 MIL)3 FT - 9 FT SPACING WHITE MINISKIP 4"
THERMOPLASTIC (90 MIL)2 FT - 6 FT SPACING WHITE MINISKIP 4"
THERMOPLASTIC (90 MIL)YELLOW DOUBLE CENTER (4")4"
THERMOPLASTIC (90 MIL)STOP BAR (WHITE)24"
THERMOPLASTIC (90 MIL)LEFT TURN ARROW (WHITE)
THERMOPLASTIC (90 MIL)RIGHT TURN ARROW (WHITE)
THERMOPLASTIC (90 MIL)STRAIGHT ARROW (WHITE)
THERMOPLASTIC (90 MIL)COMBINATION LEFT/STRAIGHT ARROW
THERMOPLASTIC (90 MIL)COMBINATION RIGHT/STRAIGHT ARROW
PERMANENT RAISED
MARKER CRYSTAL & CRYSTAL
SNOWPLOWABLE
MARKER CRYSTAL & RED
NOTE: SEE DETAIL 1 & 2/C11.4
P61
P70
P71
P72
T1
T2
T4
T5
T13
T61
T70
T71
T72
T73
T74
ML
MF
\\
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)
GOLDEN ROAD
SR-1524
LACEWOOD
COURT
20'X50' CONSTRUCTION
ENTRANCE (TYP.)
240 LF OF SILT
FENCE (SF3) (TYP.)
SILT FENCE
OUTLET (TYP.)
WATERSHED
BOUNDARY
(TYP.)
SILT FENCE
OUTLET (TYP.)SILT FENCE
OUTLET (TYP.)
220 LF OF SILT
FENCE (SF4) (TYP.)
305 LF OF SILT
FENCE (SF5) (TYP.)
MAINTAIN 15"
CULVERT
MAINTAIN 15"
CULVERT
DANDY SACK INLET
PROTECTION (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
1
C12.0
4
C12.0
2
C12.0
PERIMETER SILT
FENCE (TYP.)
2
C12.0
2
C12.0
4
C12.0
2
C12.0
4
C12.0
5
C12.0
TREE PROTECTION
FENCING (TYP.)
10
C12.0
EXISTING
POWER POLE
TO REMAIN
UNDISTURBED
EXISTING
POWER POLE
TO REMAIN
UNDISTURBED
SEE ROADWAY
IMPROVEMENTS PLANS C9.2
FOR DETAILED
INFORMATION
SEE SHEET C9.2 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SHOWN OFF THIS PAGE
SEE SHEET C9.2 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SHOWN OFF THIS PAGE
SEE SHEET C9.2 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SEE SHEET C9.2 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SHOWN OFF THIS PAGE
SEE SHEET C9.2 FOR ADDITIONAL
EROSION CONTROL INFORMATION
IN THE RIGHT OF WAY
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD LOD LOD
LO
D
LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
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D
LOD
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D
LO
D
LO
D
LO
D
LO
D
LO
D
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LO
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LO
D
LO
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LO
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LO
D
LO
D
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D
LO
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LOD LO
D
LO
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LOD L
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L
O
D
LOD
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LO
D
LO
D
LO
D
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D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
20'X50' CONSTRUCTION
ENTRANCE (TYP.)
1
C12.0
353 LF OF SILT FENCE (SF1)
(TYP.)
2
C12.0
162 LF OF SILT
FENCE (SF2) (TYP.)
2
C12.0
SILT FENCE
DRAINAGE AREA
(TYP.)
LIMITS OF DISTURBANCE
ASSOCIATED WITH GAS
LINE INSTALLATION
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
NOTES & LEGEND1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
EROSION CONTROL - OVERALL - STAGE 12
C4.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
EROSION CONTROL - OVERALL - STAGE 1
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
STORMWATER NETWORK
LIMITS OF DISTURBANCE
AREA:3.31 ACRES
LAT:34°06'22.90"N
LONG:77°53'56.30"W
PROPOSED MAJOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR39
40
40
INLET PROTECTION
SILT FENCE OUTLET
RIP-RAP PROTECTION
CHECK DAM / WATTLE
GENERAL NOTES:
1.SEE PHASE 1 CONSTRUCTION SEQUENCE NOTES, GENERAL EROSION CONTROL
NOTES AND EROSION CONTROL MAINTENANCE NOTES ON SHEET C1.1. SEE
EROSION CONTROL DETAILS ON SHEETS C12.0 AND C12.1.
2.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION DETAIL.
TREE PROTECTION FENCING
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C
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(U
.
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.
4
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GOLDEN ROAD
SR-1524
LACEWOOD
COURT
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LI
N
E
PR
O
P
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R
T
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I
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SD
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16
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16
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16
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16
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16
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8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
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11+00 12+00 13+00 13+25
10+50 11+50 12+50
ST
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
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D
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UT
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D
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LO
D
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D
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D
LOD
LOD
LOD LO
D
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LOD LOD
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LO
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LOD
LOD L
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LOD
LO
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D
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D
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D
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35
3535
35
35
35
34
34 34
34 3434
3434
36
3636
36
3637
37
37
38
38
38
38
37
38
37
37
38
38
38
35
35
36
36
37
37
37
37
38
36
36
36
36
37
37
37
37
37
37
38
38
38
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38
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36
37
37
37
37
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38
38
38
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39
39
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38
39 39
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39
39
39
39
39
38
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3
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3
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37
PROPOSED
GRADE (TYP.)
GRAVEL INLET
PROTECTION (TYP.)
MAINTAIN
PERIMETER SILT
FENCE (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
INSTALL 20'X50'
CONSTRUCTION
ENTRANCE (TYP.)
240 LF OF SILT
FENCE (SF1) (TYP.)
SILT FENCE
OUTLET (TYP.)
4
C12.0
2
C12.0
3
C12.0
1
C12.0
GRAVEL INLET
PROTECTION (TYP.)
3
C12.0
SILT FENCE
OUTLET (TYP.)
305 LF OF SILT
FENCE (SF3) (TYP.)
DANDY SACK INLET
PROTECTION (TYP.)
2
C12.0
4
C12.0
5
C12.0
GRAVEL INLET
PROTECTION (TYP.)
3
C12.0
220 LF OF SILT
FENCE (SF2) (TYP.)
2
C12.0
SILT FENCE
OUTLET (TYP.)
4
C12.0
TREE PROTECTION
FENCING (TYP.)
10
C12.0
TREE PROTECTION
FENCING (TYP.)
10
C12.0
EXISTING POWER POLE
TO REMAIN
UNDISTURBED
EXISTING
POWER POLE
TO REMAIN
UNDISTURBED
SEE ROADWAY
IMPROVEMENTS PLANS C9.3
FOR DETAILED
INFORMATION
SEE SHEET C9.3 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SHOWN OFF THIS PAGE
SEE SHEET C9.3 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SHOWN OFF THIS PAGE
SEE SHEET C9.3 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SEE SHEET C9.3 FOR
ADDITIONAL EROSION
CONTROL INFORMATION
IN THE RIGHT OF WAY
SHOWN OFF THIS PAGE
SEE SHEET C9.3
FOR ADDITIONAL
EROSION CONTROL
INFORMATION IN
THE RIGHT OF WAY
INSTALL 83 LF OF 18"
RCP (CLASS V)
CULVERT
SCM-1 OUTFALL
RIPRAP OUTLET
PROTECTION (TYP.)
7
C13.1
EXISTING TRAFFIC SIGNAL
POLE TO REMAIN
UNDISTURBED
FOOTPRINT OF
SCM TO BE
PROTECTED (NO
COMPACTION
LIMITS)
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
NOTES & LEGEND1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
EROSION CONTROL - OVERALL - STAGE 22
C5.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
EROSION CONTROL - OVERALL - STAGE 2
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
STORMWATER NETWORK
PROPOSED MAJOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR39
40
40
INLET PROTECTION
SILT FENCE OUTLET
RIPRAP OUTLET PROTECTION
CHECK DAM / WATTLE
TREE PROTECTION FENCING
LIMITS OF DISTURBANCE
AREA:3.31 ACRES
LAT:34°06'22.90"N
LONG:77°53'56.30"W
GENERAL NOTES:
1.SEE PHASE 2 CONSTRUCTION SEQUENCE NOTES, GENERAL EROSION CONTROL
NOTES AND EROSION CONTROL MAINTENANCE NOTES ON SHEET C1.1. SEE
EROSION CONTROL DETAILS ON SHEETS C12.0 AND C12.1.
2.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION DETAIL.
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4
3
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39
3
9
39
38
38
38
36
38
40
40
4
0
4040
3
7
3
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4
1
OH
U
OH
U
OHUOHUOHUOHU
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHT
OHT
OHT
OHT
OHT
OHT
OHT
OHT
OHT
TC
TCOHU
OHU
OHU
OHU
MB
TC
MB
MB
MB
8'' SAN8'' SAN8'' SAN8'' SAN
4''
S
A
N
W
W
102159
101402
101451
101377
TC
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
T
T
T
T
T
T
T
T
T
T
CC
C
C
C
S
W
UG
T
UG
T
UG
T
UG
T
UG
T
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
U
G
T
UGT
UG
T
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
F
O
UF
O
UF
O
UFO
UF
O
U
F
O
UF
O
UF
O
UF
O
UF
O
UF
O
UGP
G
UCATVUCATV
W
UC
A
T
V
UCATV
G
G
G
G
G
G
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
W
W
W
W
W
W
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
P
U
G
P
UGP
UG
P
U
G
P
UG
T
U
G
T
UG
T
UGT UGT
UGT
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UG
P
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UGT UGT UGT UGT UGT
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
X
X X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
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UGPUGP
UG
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UGP
CA
R
O
L
I
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A
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E
A
C
H
R
O
A
D
(U
.
S
.
4
2
1
)
GOLDEN ROAD
SR-1524
LACEWOOD
COURT
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LI
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SHEETZ
CONVENIENCE
STORE
SD
SD
SD
SD SD
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
SD
JB
SD SD SDSD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
S
SD
SD
IP
IP
W W W W W WW
W
W W W W W
W
W
W
W
W
IPIP
IPIP
SD
G
GGGGGGGGGGGGGGGGGGG
ST
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
S
D
RIPRAP
PROTECTION
1
C16.0
SCM #1
(UNDERGROUND
INFILTRATION)
7
C13.1
6" PVC (SCH
40) @ 1.0%
MIN. SLOPE
6" PVC (SCH 40) @
1.0% MIN. SLOPE
(TYP. OF 4)
6" PVC (SCH 40) @
1.0% MIN. SLOPE
NCDOT RIGHT OF WAY WATER
MAIN ENCROACHMENT, SEE
SHEET C8.1
CI-2B
RIM=38.01'
INV IN W=33.35'
INV OUT N=33.35'
INV SUMP=31.35'
CI-3B
RIM=37.79'
INV IN W=33.77'
INV IN SE=34.33'
INV OUT E=33.77'
CI-3A (DOUBLE)
RIM=37.11'
INV OUT NE=34.11'
SWMH-1A
RIM=38.26'
INV IN N=33.00'
INV OUT E=33.63'
CI-1B
RIM=38.31'
INV IN S=32.81'
INV SUMP=30.00'
INV OUT W=32.81'
INV SUMP=30.81'
CI-1A
RIM=37.67'
INV IN W=33.13'
INV IN E=33.13'
INV OUT S=33.13'
INV SUMP=31.13
CI-2A
RIM=37.22'
INV IN SW=33.42'
INV OUT E=33.42'
INV SUMP=31.42'
CI-5B
RIM=38.74'
INV IN NW=34.20'
INV OUT E=34.20'
JB-OUT
RIM=40.48'
INV OUT N=34.15'
CI-4A
RIM=37.27'
INV IN E=33.41'
INV OUT W=33.41'
EW-OUT
INV.=34.10
CI-5A
RIM=37.17'
INV OUT W=33.55'
PPES-4A
RIM=35.81'
PIPE INV OUT E=34.29'
INV AT GRADE=34.59
FLUSH
FL
U
S
H
FL
U
S
H
CATCH BASIN
SNOUT
3
C13.1
INSPECTION
PORT (TYP.)
EXISTING POWER
POLE TO REMAIN
UNDISTURBED
CATCH BASIN
SNOUT
3
C13.1
SEE ROADWAY
IMPROVEMENTS PLANS
C9.4 FOR DETAILED
INFORMATION
REFERENCE
INSET-1 THIS
SHEET FOR
DETAILED
GRADING IN
THIS AREA
FLUSH
FLUSH
15"
H
P
(
7
9
'
L
F
)
18" HP (73'LF)
24
"
H
P
(
2
4
'
L
F
)
15" HP (70'LF)15" HP (39'LF)
18" HP (148'LF)24" HP (1
3
8
'
L
F
)
30
"
H
P
(
4
4
'
L
F
)
42
"
H
P
(
1
0
'
L
F
)
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
SEE SHEET C9.4 FOR
ADDITIONAL GRADING
AND DRAINAGE
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
SEE SHEET C9.4 FOR
ADDITIONAL GRADING
AND DRAINAGE
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
SEE SHEET C9.4 FOR
ADDITIONAL GRADING
AND DRAINAGE
INFORMATION IN THE
RIGHT OF WAY
SEE SHEET C9.4 FOR
ADDITIONAL GRADING
AND DRAINAGE
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
SEE SHEET C9.4 FOR ADDITIONAL
GRADING AND DRAINAGE INFORMATION
IN THE RIGHT OF WAY
CATCH BASIN
SNOUT
3
C13.1
MANHOLE
(TYP.)
9
C13.0
ENDWALL8
C13.1
CI-4B
RIM=37.80'
INV OUT NW=34.42'
1
8
"
H
P
(
1
9
'
L
F
)
TRANSITION
CURB (TYP.),
SEE DETAIL
4/C11.0
FLUSH CURB
(TYP.), SEE
DETAIL 4/C11.0
NCDOT DRAINAGE EASEMENT
TEMPORARY CONSTRUCTION
EASEMENT
SEE RETAINING WALL
DRAWINGS SC001
THROUGH SC003 FOR
ADDITIONAL INFORMATION
CATCH BASIN
SNOUT
3
C13.1
SWMH-2A
RIM=38.51'
INV IN S=33.22'
INV OUT N=33.22'
30
"
H
P
(
1
3
8
'
L
F
)
TC 37.76'
BC 37.26'
EP 37.32'
TC 37.98'
BC 37.48'
EP 37.42'
TC 37.63'
BC 37.13'
EP 37.19'
TC 37.82'
BC 37.32'
EP 37.38'
TC 38.42'
BC 37.92'
EP 37.98'
TC 38.39'
BC 37.89'
EP 37.83'
TC 38.33'
BC 37.83'
EP 37.77'
TC 37.90'
BC 37.40'
EP 37.34'
TC 39.45'
EP 39.45'
TC 39.67'
BC 39.17'
EP 39.11'
TC 39.48'
BC 38.98'
EP 38.92'
TC 39.51'
BC 39.01'
EP 38.95'
TC 39.58'
BC 39.08'
EP 39.02'
TC 39.41'
EP 39.41'
TC 40.00'
BC 39.50'
EP 39.44'
TC 39.97'
BC 39.47'
EP 39.41'
TC 39.40'
EP 39.40'
TC 39.62'
BC 39.12'
EP 39.06'TC 39.51'
BC 39.01'
EP 38.95'
TC 39.72'
BC 39.22'
EP 39.16'
TC 39.45'
EP 39.45'
TC 39.06'
BC 38.56'
EP 38.50'
TC 38.67'
BC 38.17'
EP 38.23'
TC 38.75'
BC 38.25'
EP 38.19'
TC 38.85'
BC 38.35'
EP 38.29'
TC 38.62'
BC 38.12'
EP 38.06'
TC 38.48'
BC 37.98'
EP 37.92'
TC 38.71'
BC 38.21'
EP 38.15'
TC 38.80'
BC 38.30'
EP 38.24'
TC 38.62'
BC 38.12'
EP 38.18'
TC 37.51'
BC 37.01'
EP 37.07'
TC 38.66'
BC 38.16'
EP 38.22'
TC 38.42'
BC 37.92'
EP 37.98'
TC 38.58'
BC 38.08'
EP 38.14'
TC 38.30'
BC 37.80'
EP 37.86'
TC 38.58'
BC 38.08'
EP 38.14'
TC 38.45'
BC 37.95'
EP 38.01'
TC 38.59'
BC 38.09'
EP 38.15'TC 38.95'
BC 38.45'
EP 38.51'
FS 38.51'
FS 38.70'
FS 37.30'
FS 37.70'
TC 39.45'
EP 39.45'
TC 39.45'
EP 39.45'
TC 39.45'
EP 39.45'
TC 39.45'
EP 39.45'
FS 39.01'
FS 39.45'
FS 39.04'
FS 39.45'
FS 39.45'
TC 38.83'
BC 38.33'
EP 38.39'
TC 37.74'
BC 37.24'
EP 37.30'
TC 37.92'
BC 37.42'
EP 37.48'
FS 38.17'
FS 38.26'
TC 38.75'
BC 38.25'
EP 38.31'
TC 39.76'
BC 39.26'
EP 39.32'
FG 38.67'
TW 38.67'
TW 38.05'
FG 35.90'
FS 37.48'
FS 37.79'
TC 39.99'
BC 39.49'
EP 39.43'
TC 39.22'
BC 38.72'
EP 38.78'
TC 37.98'
BC 37.48'
EP 37.54'
TC 39.67'
BC 39.17'
EP 39.11'
TC 38.41'
BC 37.91'
EP 37.85'
TC 39.42'
EP 39.42'
TC 39.40'
EP 39.40'
TC 38.87'
BC 38.37'
EP 38.43'
FG 39.20'
FG 39.17'
TC 38.83'
BC 38.33'
EP 38.27'
TC 39.88'
BC 39.38'
EP 39.32'
FS 38.01'
FS 38.41'
FS 38.34'
FS 37.93'
18" RCP
13LF @ 0.40%
RCP CLASS V
20% BURIED
DI-4B
RIM=37.45'
INV IN W=34.24'
INV OUT E=34.24'
18" RCP
94LF @ 0.40%
RCP CLASS V
20% BURIED
DI-4A
RIM=37.07'
INV IN W=33.86'
INV OUT E=33.86'
18" RCP
61LF @ 0.40%
RCP CLASS V
20% BURIED
PPES-5A
RIM=36.24'
PIPE INV OUT E=32.82'
INV AT GRADE=33.77'
2'x3' BOX CULVERT
17LF @ 0.29%
(47% BURIED)
CULVERT 2
PPES-6A
RIM=36.19'
PIPE INV OUT E=32.77'
INV AT GRADE=33.53'
2'x3' BOX CULVERT
19LF @ 0.32%
(37% BURIED)
CULVERT 3TW 36.65'
FG 38.64'
FG 39.17'
FG 39.42'
FG 38.95'
FG 38.96'
TC 39.96'
BC 39.46'
EP 39.40'FS 39.45'
FS 39.19'
FFE:
39.60'
8" PVC (SCH 40) @ 1% MIN.
NCDOT
DRAINAGE
EASEMENT
6" PVC (SCH
40) @ 1.0%
MIN. SLOPE
4" PVC (SCH 40) @ 1% MIN.
SLOPE WRAPPED WITH SILT
BARRIER FABRIC. REFER TO
ARCHITECTURAL PLANS.
TC 39.54'
BC 39.04'
EP 38.98'
TURF
REINFORCEMENT
MATTING (TYP.)
6
C17.0
TURF
REINFORCEMENT
MATTING (TYP.)
6
C17.0
4" SCH. 40 PERFORATED
DRAIN PIPE TIED INTO
STORM DRAIN SYSTEM
1
5
"
H
P
(
4
0
'
L
F
)
CI-6B
RIM=37.40'
INV OUT SE=34.32'
FS 36.59'FS 35.82'
FS 36.35'
FS 35.63'
FS 36.09'
FS 36.72'
OEP-4B
RIM=35.14'
PIPE INV IN W=33.62'
INV AT GRADE=33.92'
OEP-5B
RIM=36.29'
PIPE INV IN W=32.77'
INV AT GRADE=33.72'
OEP-6B
RIM=36.23'
PIPE INV IN W=32.71'
INV AT GRADE=33.47'
38
3
9
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C13.0
FS 38.45'FS 38.80'
FS 38.00'FS 38.54'
FS 38.16'
FS 38.36'
TC 38.53
BC 38.11'
TC 38.44
BC 38.02'
TC 38.45
BC 38.04'
TC 38.53
BC 38.11'
TC 38.92
BC 38.50'
TC 38.84
BC 38.42'
TC 38.83
BC 38.41'
TC 38.91
BC 38.50'
FS 38.29'
FS 38.48'
TC 38.65
BC 38.24'
TC 38.57
BC 38.15'
TC 38.56
BC 38.14'
TC 38.64
BC 38.23'
TC 39.00
BC 38.59'
TC 38.94
BC 38.53'
TC 38.94
BC 38.52'
TC 39.00
BC 38.58'
FS 38.42'
FS 38.57'
TC 38.79
BC 38.37'
TC 38.71
BC 38.29'
TC 38.70
BC 38.28'
TC 38.78
BC 38.36'
TC 39.08
BC 38.66'
TC 39.02
BC 38.61'
TC 39.02
BC 38.60'
TC 39.07
BC 38.65'
FS 38.55'
FS 38.66'
TC 38.94
BC 38.52'
TC 38.87
BC 38.45'
TC 38.86
BC 38.44'
TC 38.93
BC 38.51'
TC 39.16
BC 38.75'TC 39.11
BC 38.70'
TC 39.11
BC 38.69'
TC 39.16
BC 38.74'
TC 38.66'TC 38.59'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
LEGEND AND PLAN NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
GRADING AND DRAINAGE PLAN3
C7.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
GRADING AND DRAINAGE PLAN
FFE:
20.1'
SYMBOLS LEGEND
ROOF DRAIN STORM DRAINAGE
STORM DRAINAGE MANHOLE
STORM DRAINAGE DROP INLET
STORM DRAINAGE CURB INLET
STORM DRAINAGE FLARED END SECTION
FINISH FLOOR ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
40
39
21
20
LIMITS OF DISTURBANCE
GENERAL NOTES:
1.SEE STORMWATER MANAGEMENT NOTES ON SHEET C1.1 AND GRADING NOTES ON
SHEET C1.2.
2.STORMWATER STRUCTURES SWMH-1A & CI-1B TO BE MAINTENANCE ACCESS TO
SCM-1. SEE SHEET C16.0 FOR DETAILS AND NOTES.
3.INSPECTION PORTS TO BE INSTALLED ABOVE ISOLATION ROWS. SEE PLAN VIEW
FOR LOCATIONS.
4.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION SIZES AND
DIMENSIONS.
5.RIM ELEVATIONS ARE FROM EDGE OF PAVEMENT. SUBTRACT 0.06' FROM PLAN RIM
ELEVATIONS FOR SPILL CURBS AND ADD 0.06' FROM PLAN RIM ELEVATIONS FOR
CATCH CURBS.
6.INSTALL TURF REINFORCEMENT MATTING WHERE DITCH SLOPE IS STEEPER THAN
3:1, SEE DETAIL 6/C17.0
STORMWATER ABBREVIATIONS
FLUSH FLUSH TRANSITION (NO CURB)
SD STORM DRAINAGE PIPE
INSET-12
BOTTOM OF CURB
TOP OF CURB
BOTTOM OF RAMP
TOP OF RAMP
FINISH GRADE
EXISTING GRADE
EDGE OF PAVEMENT
RIM ELEVATION
CURB INLET
DROP INLET
YARD DRAIN
CLEAN OUT
MATCH EXISTING
BC
TC
BR
TR
FG
EX
EP
RIM
CI
DI
YD
CO
ME
EX EXISTING
IP INSPECTION PORT
XPPES EXISTING PARALLEL PIPE END SECTION
OEP OPEN END PIPE
PPES PARALLEL PIPE END SECTION
EW ENDWALL
FLUSH CURBFC
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A
C
H
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A
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(U
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.
4
2
1
)
GOLDEN ROAD
SR-1524
LACEWOOD
COURT
24
C
25
C
26
C
27
C
28
C
29
C
30
C
31
C
32
C
33
C
34
C
35
C
36
C
37
C
38
C
39
C
40
D
41
D
42
D
43
D
44
D
45
D
46
D
47
D
48
D
49
D
50
D
51
D
52
D
53
D
54
D
55
D 56
D
57
E
58
E
59
E
60
E
61
F
62
F
63
F
165
L
166
L
167
L
168
L
169
L
170
L
171
L
SHEETZ
CONVENIENCE
STORE
SD
SD
SD
JB
SD SD SDSD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
S
IP
IP
W W W W W WW
W
W W W W W
W
W
W
W
W
IPIP
IPIP
SD
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
G
GGGGGGGGGGGGGGGGGGG
ST
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
S
D
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UTE
UT
E
UTE UTE UTE
UTEUTEUTEUTE
UTE
ALL SEWER INVERT
50" BFF (TYP. OF 5)2,000 GAL. GREASE
INTERCEPTOR
TERMINATE WATER LINE
EXTENSION AT SIDE
PROPERTY LINE WITH 16"
GATE VALVE AND MJ CAP
1" GAS SERVICE
LINE, BY OTHERS
CORE DRILL INTO
EXISTING SANITARY
SEWER MANHOLE
NCDOT RIGHT OF WAY WATER
MAIN ENCROACHMENT, OPEN
CUT INSTALLATION, SEE C8.1
FOR MORE INFORMATION
NCDOT RIGHT OF
WAY GAS SERVICE
ENCROACHMENT
DIRECTIONAL DRILL
RECEIVING PIT
CONNECT TO EXISTING
16" GATE VALVE
16" PVC C900
WATER MAIN PIPE
FIRE HYDRANT
ASSEMBLY
2" DOMESTIC
WATER METER
1" IRRIGATION
WATER METER
1" IRRIGATION WATER
CFPUA APPROVED BFP
AND HOT BOX
2" DOMESTIC WATER
CFPUA APPROVED BFP
AND HOT BOX
2" SDR-9 PVC
DOMESTIC
WATER SERVICE
1" SDR-9 PVC
IRRIGATION SERVICE
2" SDR-9 PVC
DOMESTIC
WATER SERVICE
4" SS SERV.
COORDINATE W/
MEP PLANS
3" SS SERV.
COORDINATE W/
MEP PLANS
4" SS SERV.
COORDINATE W/
MEP PLANS
EXISTING TRAFFIC
SIGNAL POLE TO
REMAIN
SAMPLING
STATION
FIRE HYDRANT
ASSEMBLY
CO-4 (H-20)
RIM=39.49'
INV OUT SE=34.60'
EX-SSMH
RIM=39.24'
INV IN NW=29.27'
CO-1
RIM=39.01'
INV IN N=30.37'
INV OUT SE=30.37'
CO-6 (H-20)
RIM=39.19'
INV IN N=34.80'
INV IN W=34.80'
INV OUT S=34.80'
CO-5 (H-20)
RIM=39.20'
INV IN N=34.74'
INV IN W=34.74'
INV OUT S=34.74'
CO-7 (H-20)
RIM=39.16'
INV IN N=35.05'
INV IN W=35.05'
INV OUT S=35.05'
CO-8 (H-20)
RIM=39.16'
INV IN W=35.08'
INV OUT S=35.08'
CO-2 (H-20)
RIM=39.03'
INV IN N=34.17'
INV IN W=34.26'
INV OUT S=31.24'
1.6LF 4" (SDR35) PVC @ 2.00%
2.9LF 4" (SDR35) PVC @ 2.00%
57.3LF 6" (SDR35) PVC @ 1.00%
86
.
8
L
F
6
"
(
S
D
R
3
5
)
P
V
C
@
1
.
0
0
%
47.7LF 6" (SDR35) PVC @ 1.77%
26.6LF 6" (SDR35) PVC @ 1.00%
CO-3
RIM=38.24'
INV IN NW=34.53'
INV OUT E=34.53'
7.1LF 6" (SDR35) PVC @ 1.00%
WATER SERVICE / UTILITY
CROSSING, WATER TO
MAINTAIN 3' DEPTH AND 24"
SEPARATION (TYP.)
PUBLIC UTILITY
EASEMENT
10.00'
CLEAR 10.00'
10
.
0
0
'
5.
0
0
'
FIRE HYDRANT
ASSEMBLY
5.00'19.32'
10.00'
16" FUSIBLE C-900 PVC
PIPE, SEE C8.1 FOR
MORE INFORMATION
8" PVC C900
WATER MAIN PIPE
TERMINATE WATER LINE
EXTENSION AT SIDE
PROPERTY LINE WITH 8"
GATE VALVE AND BLOW
OFF ASSEMBLY
SEE PLAN AND PROFILE
SHEETS C8.1 TO C 8.2 FOR
MORE INFORMATION
SEE PLAN AND PROFILE
SHEETS C8.1 TO C 8.2
FOR MORE INFORMATION
1
0
.
0
0
'
C
L
E
A
R
8'x8' TRANSFORMER
PAD WITH BOLLARD
PROTECTION
FUTURE 8.67'X8.16' EV TRANSFORMER
PAD. REFER TO TESLA PLANS.
FUTURE 6'X18.5' CONCRETE EV
EQUIPMENT PAD AND SCREENING
FENCE. REFER TO TESLA PLANS.
8
C14.0
4
C14.0
1
C14.0
1
C14.0
2
C14.0
2
C14.0
3
C14.0
4
C14.0
4
C14.0
14.1LF 6" (SCH. 40) PVC @ 1.80%
CO-1A
RIM=38.48'
INV IN NW=29.53'
INV OUT SE=29.53'
IRRIGATION CONTROL
PANEL. SEE SHEET IRRI-1
ROOF LEADERS
AND CLEANOUTS
SEE SHEET C7.0
6" DIP
LIMITS OF EXCAVATION FOR
WATER LINE INSTALLATION
BENEATH ROADWAY
WATER MAIN
EXCAVATION PIT
290'x9'x4.5' WITHIN ROW
WATER MAIN
EXCAVATION PIT
259'x11.5'x5' WITHIN ROW
WATER MAIN
EXCAVATION PIT
90'x19'x10' WITHIN ROW
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
LEGEND AND PLAN NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
UTILITY PLAN2
C8.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
UTILITY PLAN
SYMBOLS LEGEND
SANITARY SEWER LINE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
WATER LINE
WATER METER
BACKFLOW PREVENTER
HYDRANT AND VALVE ASSEMBLY
STORM DRAINAGE LINE
STORM DRAINAGE MANHOLE
STORM DRAINAGE DROP INLET
STORM DRAINAGE CURB INLET
SS
W
SD
G
STORM DRAINAGE FLARED END SECTION
GAS LINE
GENERAL NOTES:
1.SEE FIRE PROTECTION NOTES, UTILITY NOTES, CAPE FEAR PUBLIC UTILITIES
AUTHORITY TESTING PROCEDURE NOTES, AND CAPE FEAR PUBLIC UTILITIES
AUTHORITY STANDARD NOTES ON SHEETS C1.2 THROUGH C1.3.
GATE VALVE
MECHANICAL JOINT CAP
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STATION
CBR Profile
25
26
28
30
32
34
36
38
40
42
44
25
26
28
30
32
34
36
38
40
42
44
10+00 11+00 12+00 13+00 13+98
EXISTING GATE VALVE
CONNECT TO EXISTING
GATE VALVE WITH FANGE
EXISTING
TRAFFIC POLE
EXISTING GRADE
FLANGE END OF
FUSIBLE C-900 PVC PIPE
45° VERTICAL/HORIZONTAL
BEND
EXISTING GOLDEN ROAD
PAVEMENT
1.
0
0
'
7.
0
0
'
M
I
N
C
O
V
E
R
U
N
D
E
R
G
O
L
D
E
N
RO
A
D
P
A
V
E
M
E
N
T
L
I
M
I
T
S
5LF 16" FUSIBLE C-900 PVC PIPE
11LF 16" FUSIBLE C-900
PVC PIPE
45° VERTICAL/HORIZONTAL
BEND
59LF 16" FUSIBLE
C-900 PVC PIPE
FUSIBLE C-900 PVC PIPE TO
16" C900 PVC PIPE ADAPTER 16"X8" MJ TEE
3LF 16" C900 PVC PIPE45° MJ VERTICAL BEND
3LF 16" C900 PVC PIPE
PROPOSED MJ GATE VALVE
45° MJ VERTICAL BEND
24LF 16" C900 PVC PIPE
45° MJ HORIZONTAL BEND 45° MJ HORIZONTAL BEND
36LF 16" C900 PVC PIPE
HORIZONTAL
BEND/DEFLECTION
POINT
SAMPLING
STATION
EXISTING GRADE
PROPOSED GRADE
FIRE HYDRANT ASSEMBLY
2" SDR-9 DOMESTIC WATER
SERVICE WITH METER
1" SDR-9 IRRIGATION WATER
SERVICE WITH METEREXISTING
TRAFFIC
POLE
EXISTING
TRAFFIC POLE
FOOTING
206LF 16" C900 PVC
FIRE HYDRANT ASSEMBLY
PROPOSED 16" MJ GATE
VALVE
3.
0
0
'
M
I
N
C
O
V
E
R
3.
0
0
'
M
I
N
C
O
V
E
R
5'
M
A
X
D
E
P
T
H
UNDERGROUND
TV FIBER,
TOP=34.51
UNDERGROUND
TELEPHONE X2,
TOP=34.03 &
TOP=34.02
1:
1
S
L
O
P
E
P
R
O
J
E
C
T
I
O
N
F
R
O
M
E
O
P
MJ CAP
UNDERGROUND
TV FIBER X2,
TOP=35.32 &
TOP=35.32
5LF 16" C900 PVC PIPE
EXISTING
TELEPHONE
CONDUIT
EXISTING
TELEPHONE
CONDUIT
EXISTING
TELEPHONE
CONDUIT (DEPTH
UNKNOWN)
EXISTING TV FIBER
(DEPTH UNKNOWN)
EXISTING
TELEPHONE
CONDUIT (DEPTH
UNKNOWN)
EXISTING TV
FIBER X 2
EXISTING TV
FIBER X 2
GAS LINE BY
OTHERS
(APPROX.
LOCATION)
24LF 16" C900 PVC PIPE
OHUOHUOHUOHU
OH
U
OH
U
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
TC
OH
U
OH
U
TC
TT
T
T
CC
UFO
WUGT
UG
T
UGT UGT UGT UGT UGT UGT
UCAT
V
UCA
T
V
UCATV
UCATV
UCATV UCATV UCATV
UCAT
V
UCA
T
V
UCATV
UCATV
UCATV UCATV UCATV
UCATV
UCA
T
V
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV UCATV UCATV UCATV UCATV
UCATV UCATV UCATV UCATV UCATVUGT
UGT
UG
T
UGT
UG
T
U
G
T
UGT
UGT UGT UGT
UGT UGT
UGT
UGT UGT UGT
UCATV
UCATV
U
C
A
T
V
UCATV UCATV
UG
T
UGT UGT
UGT UGT UGT UGT
UFO
UF
O
UFO UFO
U
F
O
U
F
O
UFO UFO
UFO
UFO UFO
UFO
UFO
UFO UFO
UGT
UG
T
UG
T
UGT
UG
T
UG
P
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UGT
UGT
OHUOHUOHUOHUOHUOHUOHUOHUOHU
X
U
G
T
U
G
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
OH
P
X
X
S
D
S
D
S
D
SD
SD
SD SD SD SD
W
W
W
W
W
W
W
SD SD
16W 16W 16
W
16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W
16W
8
W
8W
8W
10+00
11+00
12+00 13+00 13+98
10+50
11+50
12+50 13+50
G
G
G
G
G
G
G
G
G
G
LOD LOD LOD LOD
LO
D
LODLODLODLOD
LOD
LO
D
LOD
SD
UTE UTE UTE UTE
UT
E
UTEUTEUTEUTE
UTE
UTE
UT
E
U
T
E
CAROLINA BEACH ROAD
PROPERTY LINE
EXISTING GATE VALVE
CONNECT TO EXISTING GATE
VALVE WITH MJ FLANGE
EXISTING
TRAFFIC POLE
FLANGE END OF FUSIBLE
C-900 PVC PIPE
45° VERTICAL/HORIZONTAL BEND
5LF 16" FUSIBLE C-900 PVC PIPE 11LF 16" FUSIBLE C-900 PVC PIPE
45° VERTICAL/HORIZONTAL BEND
FUSIBLE C-900 PVC PIPE TO
16" C900 PVC PIPE ADAPTER
5LF 16" C900 PVC PIPE
16"X8" MJ TEE
3LF 16" C900 PVC PIPE
45° MJ VERTICAL BEND
PROPOSED MJ GATE VALVE
24LF 16" C900 PVC PIPE
45° MJ HORIZONTAL BEND
45° MJ HORIZONTAL BEND
36LF 16" C900 PVC PIPE
3° HORIZONTAL
BEND/DEFLECTION POINT
2" SAMPLING STATION
FIRE HYDRANT ASSEMBLY
3LF 16" C900 PVC PIPE
1" SDR-9 IRRIGATION WATER
SERVICE
2" SDR-9 DOMESTIC WATER
SERVICE
EXISTING TRAFFIC POLE
45° MJ VERTICAL BEND
206LF 16" C900 PVC
GAS LINE CROSSING BY
OTHERS
FIRE HYDRANT
ASSEMBLY
PROPOSED 16"MJ GATE
VALVE
MJ CAP
10' UTILITY
EASEMENT
10
.
0
0
'
5.
0
0
'
10.0
0
'
SEE SHEET C8.2 FOR
MORE INFORMATION
10.
0
0
'
CLE
A
R
10
.
0
0
'
CL
E
A
R
2" SAMPLING STATION
59LF 16" FUSIBLE
C-900 PVC PIPE
24LF 16" C900 PVC PIPE
LIMITS OF EXCAVATION FOR
WATER LINE INSTALLATION
BENEATH ROADWAY
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C8.1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
WATER MAIN EXTENSION PLAN AND
PROFILE - CBR
SCALE: HORIZ. 1"=20' & VERT. 1"=2'WATER MAIN EXTENSION PLAN AND PROFILE - CBR1
CAROLINA BEACH ROAD WATER MAIN EXTENSION PLAN
CAROLINA BEACH ROAD WATER MAIN EXTENSION PROFILE
NOTES:
1.FUSIBLE PVC PIPE MAY BE PREFABRICATED OR FIELD FUSED,
CONTRACTOR TO PROVIDE SHOP DRAWINGS TO PROJECT ENGINEER
AND CFPUA FOR APPROVAL PRIOR TO INSTALLATION.
2.PIPE LENGTHS INDICATED ON THE PLAN ARE APPROXIMATE IN
NATURE DUE TO THE COMPLEX ARRANGEMENT OF FITTINGS,
APPURTENANCES, ETC. FINAL LENGTHS TO BE DETERMINED AND
REFLECTED ON SHOP DRAWINGS. CONTRACTOR TO PROVIDE SHOP
DRAWINGS TO PROJECT ENGINEER AND CFPUA FOR APPROVAL
PRIOR TO INSTALLATION.
CAPE FEAR PUBLIC AUTHORITY STANDARD NOTES
1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY
(CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS,
AS SHOWN AN SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED
TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED
IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION
MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD
DRAWING DETAILS.
2.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER
GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND
TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN
CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN
END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO
BE CONSTRUCTED OF DIP.
5.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
LOTS AND AS SHOWN FOR NEW DEVELOPMENTS.
6.NO FLEXIBLE COUPLINGS SHALL BE USED.
7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY
CORNERS.
9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE
PROPERTY CORNER.
10.UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES
SHALL BE DISCONNECTED FROM MAIN.
11.A MINIMUM OF 10; OF MAIN LINE, 5' OF UPSTREAM AND 5' DOWNSTREAM
SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING
CLAY GRAVITY SEWER MAINS.
12.A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL
BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY
SEWER MAINS.
13.PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF
MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM
DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE
MANHOLE CONE IS NOT PERMITTED.
14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE
BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET
BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE
APPROVED BY CFPUA.
15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A
MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE.
\\
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EL
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V
A
T
I
O
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STATION
GR Profile
26
28
30
32
34
36
38
40
42
26
28
30
32
34
36
38
40
42
10+00 11+00 12+00 13+00 13+25
16"X8" MJ TEE
6LF 8" C900 PVC PIPE
6LF 8" C900 PVC PIPE
45° MJ HORIZONTAL BEND
HORIZONTAL
BEND/DEFLECTION
POINT
68LF 8" C900 PVC
15LF 8" C900 PVC
PROPOSED 8"MJ
GATE VALVE
218LF 8" C900 PVC
FIRE HYDRANT ASSEMBLY
PROPOSED 8" MJ GATE VALVE
EXISTING GRADE
PROPOSED GRADE
3.
0
0
'
M
I
N
C
O
V
E
R
5'
M
A
X
D
E
P
T
H
BLOW OFF
ASSEMBLY
UNDERGROUND
TELEPHONE, TOP=34.51
UNDERGROUND
TELEPHONE, TOP=33.73
EXISTING CATV
EXISTING FIBER OPTIC
EXISTING CATV &
TELEPHONE
OH
U
OH
U
OH
U
OH
U
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHTOHT
OHTOHT
OHT
OHT
OHT
OHT
TC
TCOHU
TC
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
U
G
T
UGT
UG
T
UGT
UGT
UG
T
UG
T
UF
O
UF
O
UFO
UFO
UF
O
U
G
T
UGT
UG
T
UGT
UGT UGT
UCATV
UG
T
UG
T
UG
T
UG
T
UG
T
OH
U
UGT
UGT
UG
T
UGT UGT UGT UGT UGT UGT
OHP
OHP
OHP
OHP OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP
SD
SD
SD
SD
SD
JB
SD SD SD
SD
SDSDSD SD
W W W W W W W W WWW
W
16
W
16
W
16W
16
W
16
W
8W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
10+0010+00
11+00 12+00 13+00 13+25
10+50
11+50 12+50
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
UT
E
UT
E
UTE UTE UTE UTE UTE
UTEUTEUTEUTEUTE
UTE
UTE
GOLDEN ROAD
PROPERTY LINE
16"X8" MJ TEE
6LF 8" C900 PVC PIPE
45° MJ HORIZONTAL BEND
2° HORIZONTAL
BEND/DEFLECTION
POINT
68LF 8" C900 PVC
15LF 8" C900 PVC
218LF 8" C900 PVC
FIRE HYDRANT ASSEMBLY
PROPOSED 8"MJ GATE VALVE
BLOW OFF ASSEMBLY
PROPOSED 8"MJ GATE VALVE
45° MJ HORIZONTAL BEND
EXISTING ELECTRICAL POLE
10' UTILITY
EASEMENT
10
.
0
0
'
7.
1
8
'
5.
0
0
'
6LF 8" C900 PVC PIPE
3.
6
1
'
6" DIP
LIMITS OF EXCAVATION FOR
WATER LINE INSTALLATION
BENEATH ROADWAY
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C8.2
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
WATER MAIN EXTENSION PLAN AND
PROFILE - GR
SCALE: HORIZ. 1"=20' & VERT. 1"=2'WATER MAIN EXTENSION PLAN AND PROFILE - GR1
GOLDEN ROAD WATER MAIN EXTENSION PROFILE
GOLDEN ROAD WATER MAIN EXTENSION PLAN
NOTES:
1.FUSIBLE PVC PIPE MAY BE PREFABRICATED OR FIELD FUSED,
CONTRACTOR TO PROVIDE SHOP DRAWINGS TO PROJECT ENGINEER
AND CFPUA FOR APPROVAL PRIOR TO INSTALLATION.
2.PIPE LENGTHS INDICATED ON THE PLAN ARE APPROXIMATE IN
NATURE DUE TO THE COMPLEX ARRANGEMENT OF FITTINGS,
APPURTENANCES, ETC. FINAL LENGTHS TO BE DETERMINED AND
REFLECTED ON SHOP DRAWINGS. CONTRACTOR TO PROVIDE SHOP
DRAWINGS TO PROJECT ENGINEER AND CFPUA FOR APPROVAL
PRIOR TO INSTALLATION.
CAPE FEAR PUBLIC AUTHORITY STANDARD NOTES
1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY
(CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS,
AS SHOWN AN SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED
TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED
IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION
MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD
DRAWING DETAILS.
2.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER
GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND
TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN
CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN
END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO
BE CONSTRUCTED OF DIP.
5.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
LOTS AND AS SHOWN FOR NEW DEVELOPMENTS.
6.NO FLEXIBLE COUPLINGS SHALL BE USED.
7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY
CORNERS.
9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE
PROPERTY CORNER.
10.UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER SERVICES
SHALL BE DISCONNECTED FROM MAIN.
11.A MINIMUM OF 10; OF MAIN LINE, 5' OF UPSTREAM AND 5' DOWNSTREAM
SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING
CLAY GRAVITY SEWER MAINS.
12.A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL
BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY
SEWER MAINS.
13.PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF
MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM
DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE
MANHOLE CONE IS NOT PERMITTED.
14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE
BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET
BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE
APPROVED BY CFPUA.
15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A
MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE.
\\
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40
40
40
40
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45
45
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42
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42
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43
43
43
43
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43
43
43
43 43
44 44
4
4
44
4
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44
44
44
44
44
46
46
46
46
46
46
47
47
47
47
47
47
48
48
48
48
48
48
49
49
OHUOHU
OH
U
OH
U
OH
U
OH
U
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
OH
U
OH
U
OH
U
OH
U
TC TCTC
OHP OHP OHP OHP OHP OHP OHP OHP OHP
T
T
T T T TC
C
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
W
UGT
UGT UGT
UCA
T
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T
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UCATV
UCATV
UCATV
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U
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UF
O
UFO
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UFO
UGTUGT
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UGT
UGT
OHP OHP OHP OHP OHP OHP OHP
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OH
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OH
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OH
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O
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P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
EXISTING DIRECTION
ARROW AND STRIPING
TO BE REMOVED (TYP.)
EXISTING TRAFFIC SENSORS
TO BE REMOVED AND
REPLACED, SEE TRAFFIC
SIGNAL PLANS
CAROLINA BEACH ROAD
(U.S. 421)
EXISTING EDGE OF
PAVEMENT TO BE REMOVED
ASSOCIATED WITH
ROADWAY IMPROVEMENTS
EXISTING PAVEMENT
MARKINGS TO BE
REMOVED (TYP.)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
REMOVE EXISTING FES
37
36
35
353636
37
37
36
35
35
37
3635
3637
38
38
38
38
3
9
40
39
39
37
37
36
38
38
37
37
38
3
8
37
36
41
40
39
35
35
OHU
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
UG
P
UGP
UGP
UGP
UGP
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TC
TC
OH
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CC C C
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UCATV
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UCATV
UCATV
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UCATV UCATV UCATV UCATV UCATV
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UGTUGTUGTUGTUGTUGT
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OHP
OHP
OHP
OHP
OHPOHUOHUOHUOHUOHUOHU
U
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T
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
EXISTING EDGE OF
PAVEMENT TO BE REMOVED
ASSOCIATED WITH
ROADWAY IMPROVEMENTS
EXISTING DRIVEWAY
TO BE REMOVED WRONG WAY SIGN TO
BE RELOCATED (TYP.)
RIM:38.44'
INV:34.50'
EXISTING TRAFFIC
SIGNAL POLE TO
REMAIN UNDISTURBED
CULVERT AND
PORTION OF
EXISTING DRIVEWAY
TO BE REMOVED
EXISTING DRIVEWAY
TO BE REMOVEDEXISTING CULVERT
TO BE REMOVED EXISTING PAVEMENT
MARKINGS TO BE
REMOVED (TYP.)
EXISTING MAIL BOX
TO BE RELOCATED
EXISTING MAIL BOX
TO BE RELOCATED
EXISTING SIGNAGE AND
LIGHTING TO BE
RELOCATED, CONTRACTOR
TO COORDINATE WITH
PROPERTY OWNER
SEE SHEET C2.2 FOR
DEMOLITION INFORMATION
WITHIN PROJECT LIMITS
CAROLINA BEACH ROAD
(U.S. 421)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
38
37
37
38
4243 41
40
3
9
34
35
36
37
37
36
35
35
36
3738
37
38
37
36
37
36
35
35
36
37 37
35
35
36
35
34 34
36
3536 353635343434
35
36
36
3
6
3
7
3
7
3
6
35
3
4
3
2
3
3
39
40
4040
OH
U
OH
U
OHUOHUOHUOHU
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHTOHT
OHT
OHT
OHT
OHT
OHT
OHT
UGP
UGP
UGP
UGP
UGP
UGP
TC
TC
OHU
OHU
OHU
OHU
MB
TC
MB
TC
OH
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OH
P
OH
P
OH
P
OH
P
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8''
S
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OHP
OHP
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OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
EXISTING DRIVEWAY
TO BE REMOVED
EXISTING DIRECTION ARROW
TO BE REMOVED (TYP.)
EXISTING DIRECTION ARROW
TO BE REMOVED (TYP.)
EXISTING EDGE OF PAVEMENT
TO BE REMOVED ASSOCIATED
WITH ROADWAY IMPROVEMENTS
EXISTING TRAFFIC SENSORS TO
BE REMOVED AND REPLACED,
SEE TRAFFIC SIGNAL PLANS
EXISTING STOP BAR TO BE
REMOVED
EXISTING EDGE OF
PAVEMENT TO BE REMOVED
ASSOCIATED WITH
ROADWAY IMPROVEMENTS
CULVERT AND
PORTION OF
EXISTING DRIVEWAY
TO BE REMOVED
MEDIAN TO BE REMOVED
EXISTING DRY UTILITIES TO BE
REMOVED/RELOCATED, REFER TO
DRY UTILITY CONSULTANT PLANS
FOR ADDITIONAL INFORMATION
EXISTING CULVERT
PIPE TO BE REMOVED
SEE SHEET C2.2 FOR
DEMOLITION INFORMATION
WITHIN PROJECT LIMITS
PORTION OF EXISTING
DRIVEWAY TO BE REMOVED
CULVERT AND PORTION
OF EXISTING DRIVEWAY
TO BE REMOVED
GOLDEN ROAD
SR-1524
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
EXISTING SPEED LIMIT
SIGN TO BE REMOVED
AND REINSTALLED
EXISTING CULVERT PIPE
TO REMAIN (TYP.)
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - EXISTING
CONDITIONS AND DEMOLITION
NOTES:
1.SEE DEMOLITION NOTES ON SHEET C1.1.
2.EXISTING SITE ELEMENT ILLUSTRATED IN BLACK ARE TO REMOVE
REMOVED OR RELOCATED. EXISTING ELEMENT ILLUSTRATED IN
GRAY ARE TO REMAIN. SEE PLAN FOR ADDITION INFORMATION.
3.SEE ADDITIONAL DEMOLITION AND RELOCATION INFORMATION ON
DRY UTILITY CONSULTANT PLANS.
LEGEND AND NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
ROADWAY IMPROVEMENTS - EXISTING CONDITIONS AND DEMOLITION2
SOUTHBOUND CAROLINA BEACH PLAN
NORTHBOUND CAROLINA BEACH PLAN
SE
E
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MASONBORO COMMONS AND GOLDEN ROAD PLAN
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14
.
0
0
'
14
.
0
0
'
RESTRIPED TO
INCLUDE ADDITIONAL
LEFT TURN LANE
192.00'
(EXISTING)
134.00'
(TAPER)
T2
T1
T70
T61
T2
MF
20' O.C.
150.00'
(REQUIRED ADDITIONAL FULL WIDTH LANE PER NCDOT)
119.00'
(REQUIRED TAPER PER NCDOT)
475.00'
FULL WIDTH
14
.
0
0
'
6' GRASS
SHOULDER (TYP.)
2' PAVED
SHOULDER (TYP.)
8' TOTAL
SHOULDER (TYP.)
T1
6' GRASS
SHOULDER
(TYP.)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
CAROLINA BEACH ROAD
(U.S. 421)
ST
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P
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T4
T5
T3
T72T72
T71
OHU
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T
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T
OH
T
TC
TC
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U
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T
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CC C C
UGT UGT UGT
UCATV
UCATV
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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
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PROPERTY LINE
15
4
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15
5
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8
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12
.
0
0
'
11
.
0
0
'
12
.
0
0
'
250.00'
(REQUIRED DECELERATION PER NCDOT STD. NO. 12.0)
100.00'
(REQUIRED STORAGE PER APPROVED TIA)
FULL WIDTH STORAGE
FROM INTERSECTION
TO SITE ACCESS #2
R25.00'SITE
ACCESS #2
RELOCATED WRONG
WAY SIGN (R5-1A)
200.00'
(REQUIRED TAPER PER NCDOT STD. NO. 12.0)
T5T1
T1
T2
T2
10
.
0
0
'
70.00'
NCDOT 10' X 70' SIGHT
DISTANCE TRIANGLE
(TYP.)
ML10' O.C.
R50.00'
T71 T71
DRIVEWAY,
CONTRACTOR TO
MATCH EXISTING
2' PAVED
SHOULDER (TYP.)
6' GRASS
SHOULDER (TYP.)
8' TOTAL
SHOULDER (TYP.)
T4
6' GRASS
SHOULDER (TYP.)
SEE SHEET C3.0 FOR SITE
PLAN INFORMATION WITHIN
PROJECT LIMITS
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
CAROLINA BEACH ROAD
(U.S. 421)
OH
U
OH
U
OHUOHUOHUOHU
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHTOHT
OHT
OHT
OHT
OHT
OHT
OHT
TC
TC
OHU
OHU
OHU
OHU
TC
TC
OH
P
OH
P
OH
P
OH
P
OH
P
T T
T
T
8''
S
A
N
S
S
W
UG
T
UG
T
UG
T
U
C
A
T
V
UC
A
T
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UC
A
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A
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A
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OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
PROPERTY LINE
23
B
148
H
149
H
150
H
151
H
FULL WIDTH STORAGE
FROM INTERSECTION
TO SITE ACCESS #1
SITE
ACCESS #1
T61
T70
T70
T2
T74
T74
T1
T4
T1
T2
T71
T70
10
.
0
0
'
70.00'
NCDOT 10' X 70'
SIGHT DISTANCE
TRIANGLE (TYP.)
R32.00'
T13
R19.40'
375.00'
(TAPER PER NCDOT REQUIREMENTS)11
.
5
5
'
11
.
5
3
'
11
.
3
9
'
11
.
8
0
'
DRIVEWAY,
CONTRACTOR TO
MATCH EXISTING
6' GRASS
SHOULDER (TYP.)
6' GRASS
SHOULDER
(TYP.)
10
.
1
9
'
2' PAVED
SHOULDER (TYP.)
8' TOTAL
SHOULDER (TYP.)
T74
T71
T70
T74
T5
DRAINAGE
EASEMENT
(TYP.)
UTILITY
EASEMENT
(TYP.)
DRIVEWAY,
CONTRACTOR TO
MATCH EXISTING
REINSTALLED
EXISTING SPEED
LIMIT SIGN
SEE SHEET C3.0 FOR SITE
PLAN INFORMATION
WITHIN PROJECT LIMITS
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
SEE SHEET C3.0 FOR SITE PLAN
IMPROVEMENTS OUTSIDE
RIGHT OF WAY LIMITS
GOLDEN ROAD
SR-1524
STOP BAR TO BE
REMOVED AND INSTALLED
IN EXISTING LOCATION
MASONBORO COMMONS
SHOPPING CENTER
T2 T79 T79 T79
T5
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
LEGEND AND NOTES1
ROADWAY IMPROVEMENTS - LAYOUT2
C9.1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - LAYOUT
SIGN LEGEND
SIGN MUTCD CODE DESCRIPTION
R5-1A STOP SIGN 36" X 24"
SURFACE MATERIAL LEGEND
FULL DEPTH PAVEMENT
1.5" MILL AND OVERLAY
3" MILL AND OVERLAY
GENERAL NOTES:
1.SEE OFFSITE ROADWAY IMPROVEMENTS NOTES ON SHEET C1.2.
2.ALL PROPOSED PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND
INSTALLED ACCORDING TO MOST CURRENT NCDOT STANDARDS.
3.TIE PROPOSED PAVEMENT MARKINGS TO EXISTING PAVEMENT MARKINGS.
4.REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS WITHIN THE
CONSTRUCTION AREA.
5.RAISED, SNOWPLOWABLE MARKERS SHALL BE USED FOR THIS PROJECT AND
INSTALLED ACCORDING TO MOST CURRENT NCDOT STANDARDS.
CONCRETE
PAVEMENT MARKINGS KEYNOTES
KEY ITEM DESCRIPTION WIDTH
THERMOPLASTIC (90 MIL)EDGELINE (WHITE)4"
THERMOPLASTIC (90 MIL)SOLID LANE LINE (WHITE)4"
THERMOPLASTIC (90 MIL)10 FT WHITE SKIP 4"
THERMOPLASTIC (90 MIL)3 FT - 9 FT SPACING WHITE MINISKIP 4"
THERMOPLASTIC (90 MIL)2 FT - 6 FT SPACING WHITE MINISKIP 4"
THERMOPLASTIC (90 MIL)YELLOW DOUBLE CENTER (4")4"
THERMOPLASTIC (90 MIL)STOP BAR (WHITE)24"
THERMOPLASTIC (90 MIL)LEFT TURN ARROW (WHITE)
THERMOPLASTIC (90 MIL)RIGHT TURN ARROW (WHITE)
THERMOPLASTIC (90 MIL)STRAIGHT ARROW (WHITE)
THERMOPLASTIC (90 MIL)COMBINATION RIGHT/STRAIGHT ARROW
THERMOPLASTIC (90 MIL)MERGE ARROW
PERMANENT RAISED
MARKER CRYSTAL & CRYSTAL
SNOWPLOWABLE
MARKER CRYSTAL & RED
NOTE: SEE DETAIL 1 & 2/C11.4
T1
T2
T3
T4
T5
T13
T61
T70
T71
T72
T74
T79
ML
MF
0
SCALE: 1"=30' (Horiz.)
60'30'30'
SOUTHBOUND CAROLINA BEACH PLAN
NORTHBOUND CAROLINA BEACH PLAN
SE
E
N
O
R
T
H
B
O
U
N
D
C
A
R
O
L
I
N
A
BE
A
C
H
R
O
A
D
P
L
A
N
B
E
L
O
W
SE
E
S
O
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T
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B
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N
D
C
A
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L
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A
BE
A
C
H
R
O
A
D
P
L
A
N
A
B
O
V
E
MASONBORO COMMONS AND GOLDEN ROAD PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
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2023.11.037-8-2024
41
40
39
40
40
40
40
40
40
40
45
45
45
45
45
45
45
45
37
3839
41
41 41
41
41
4141
4
1
41
42
42
42
42
42
42
42
42
42
42
42
43
43
43
43
43
4
3
43
43
43
43 43
44 44
4
4
44
4
4
44
44
44
44
44
46
46
46
46
46
46
47
47
47
47
47
47
48
48
48
48
48
48
49
49
OHUOHU
OH
U
OH
U
OH
U
OH
U
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
OH
U
OH
U
OH
U
OH
U
TC TCTC
OHP OHP OHP OHP OHP OHP OHP OHP OHP
T
T
T T T TC
C
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
W
UGT
UGT UGT
UCA
T
V
UCATVUCA
T
V
UCATV
UCATV
UCATV
UGT
U
G
T
UF
O
UFO
W
UFO
UGTUGT
UGT
UGT
UGT
OHP OHP OHP OHP OHP OHP OHP
UGTUGT
UGT
OH
P
OH
P
OH
P
OH
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
DANDY SACK INLET
PROTECTION (TYP.)
5
C12.0
L
O
D
L
O
D
LODLOD
LO
D
LOD
LOD LOD
LO
D
LOD
LOD LOD LOD LOD LO
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LOD LOD LOD LOD
CAROLINA BEACH ROAD
(U.S. 421)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
CHECK DAM (TYP.)9
C12.0
37
36
35
353636
37
37
36
35
35
37
3635
3637
38
38
38
38
3
9
40
39
39
37
37
36
38
38
37
37
38
3
8
37
36
41
40
39
35
35
OHU
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
TC
OH
U
OH
U
OH
U
OH
UOHP OHP
T
T
T
T T
CC C C
UGT UGT UGT
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV UCATV UCATV UCATV UCATV
UCATV UCATV UCATV UCATV UCATV
U
G
T
UGT UGT UGT UGT
UGT
UGT UGT UGT UGT UGT
UCATV
UCATV
UCATV UCATV UCATV UCATVUCATVUCATVUGTUGT
UGT UGT UGT UGT UGT UGT
UCATV
UF
O
UFO
UFO
UFO
UFO
UFO UFO UFO UFO UFO
UC
A
T
V
UCATV
UC
A
T
V
GGGGGG UFOUFOUFOUFOUFOUFO
WWWWWW
UFOUFOUFOUFOUFOUFO
UGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
UGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
OHP
OHP
OHP
OHP
OHP
OHPOHUOHUOHUOHUOHUOHU
U
G
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
MAINTAIN 15"
CULVERT CHECK DAM (TYP.)
CHECK DAM (TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
PERIMETER SILT
FENCE (TYP.)
2
C12.0
9
C12.0 9
C12.0
20'X50' CONSTRUCTION
ENTRANCE (TYP.)
1
C12.0
CHECK DAM (TYP.)9
C12.0
WATERSHED
BOUNDARY(TYP.)
LO
D
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLO
D
LO
D
L
O
D
CAROLINA BEACH ROAD
(U.S. 421)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
SEE SHEET C4.0 FOR EROSION
CONTROL STAGE 1 INFORMATION
WITHIN PROJECT LIMITS
38
37
37
38
4243 41
40
3
9
34
35
36
37
37
36
35
35
36
3738
37
38
37
36
37
36
35
35
36
37 37
35
35
36
35
34 34
36
3536 353635343434
35
36
36
3
6
3
7
3
7
3
6
35
3
4
3
2
3
3
39
40
4040
OH
U
OH
U
OHUOHUOHUOHU
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHTOHT
OHT
OHT
OHT
OHT
OHT
OHT
TC
TC
OHU
OHU
OHU
OHU
MB
TC
MB
TC
OH
P
OH
P
OH
P
OH
P
OH
P
T T
T
T
8''
S
A
N
S
S
W
UG
T
UG
T
UG
T
U
C
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
T
UGT
UG
T
UGT
UG
T
U
F
O
UF
O
UF
O
UFO
G
UF
O W UF
O
UG
T
UG
T
UG
T
UG
P
UG
T
U
G
T
UG
T
UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
UG
T
UG
T
UG
T
UGT
UG
T
UGT UGT UGT UGT UGT
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
PERIMETER SILT
FENCE (TYP.)
MAINTAIN 15"
CULVERT
CHECK DAM (TYP.)
CHECK DAM (TYP.)
2
C12.0
9
C12.0
9
C12.0
WATERSHED
BOUNDARY (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
LOD
LOD
LOD
LOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
GOLDEN ROAD
SR-1524
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
SEE SHEET C4.0 FOR
EROSION CONTROL
STAGE 1 INFORMATION
WITHIN PROJECT LIMITS
20'X50' CONSTRUCTION
ENTRANCE (TYP.)
1
C12.0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.2
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - EROSION
CONTROL - STAGE 1
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
STORMWATER NETWORK
LIMITS OF DISTURBANCE
AREA:3.31 ACRES
LAT:34°06'22.90"N
LONG:77°53'56.30"W
PROPOSED MAJOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR39
40
40
INLET PROTECTION
SILT FENCE OUTLET
RIPRAP OUTLET PROTECTION
CHECK DAM / WATTLE
LEGEND AND NOTES1
ROADWAY IMPROVEMENTS - EROSION CONTROL - STAGE 12
0
SCALE: 1"=30' (Horiz.)
60'30'30'
SOUTHBOUND CAROLINA BEACH PLAN
NORTHBOUND CAROLINA BEACH PLAN
SE
E
N
O
R
T
H
B
O
U
N
D
C
A
R
O
L
I
N
A
BE
A
C
H
R
O
A
D
P
L
A
N
B
E
L
O
W
SE
E
S
O
U
T
H
B
O
U
N
D
C
A
R
O
L
I
N
A
BE
A
C
H
R
O
A
D
P
L
A
N
A
B
O
V
E
MASONBORO COMMONS AND GOLDEN ROAD PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
GENERAL NOTES:
1.SEE PHASE 1 CONSTRUCTION SEQUENCE NOTES, GENERAL EROSION CONTROL
NOTES AND EROSION CONTROL MAINTENANCE NOTES ON SHEET C1.1. SEE
EROSION CONTROL DETAILS ON SHEETS C12.0 AND C12.1.
2.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION DETAIL.
SEE NORTHBOUND CAROLINA
BEACH ROAD PLAN ABOVE
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2023.11.037-8-2024
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40
40
40
40
40
45
45
45
45
45
45
45
45
37
3839
41
41 41
41
41
4141
4
1
41
42
42
42
42
42
42
42
42
42
42
42
43
43
43
43
43
4
3
43
43
43
43 43
44 44
4
4
44
4
4
44
44
44
44
44
46
46
46
46
46
46
47
47
47
47
47
47
48
48
48
48
48
48
49
49
OHUOHU
OH
U
OH
U
OH
U
OH
U
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
OH
U
OH
U
OH
U
OH
U
TC TCTC
OHP OHP OHP OHP OHP OHP OHP OHP OHP
T
T
T T T TC
C
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
W
UGT
UGT UGT
UCA
T
V
UCATVUCA
T
V
UCATV
UCATV
UCATV
UGT
U
G
T
UF
O
UFO
W
UFO
UGTUGT
UGT
UGT
UGT
OHP OHP OHP OHP OHP OHP OHP
UGTUGT
UGT
OH
P
OH
P
OH
P
OH
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
SD SD SD
16W UTE
L
O
D
L
O
D
LODLOD
LO
D
LOD
LOD LOD
LO
D
LOD
LOD LOD LOD LOD LO
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LOD LOD LOD LOD
45 46
DANDY SACK INLET
PROTECTION (TYP.)
5
C12.0
SEED
SEED
AREA TO BE SEEDED PER
LANDSCAPE PLAN C17.0, (TYP.)
SEED
CAROLINA BEACH ROAD
(U.S. 421)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
DANDY SACK INLET
PROTECTION (TYP.)
5
C12.0
MAINTAIN CHECK
DAM (TYP.)
9
C12.0
MAINTAIN CHECK
DAM (TYP.)
9
C12.0
37
36
35
353636
37
37
36
35
35
37
3635
3637
38
38
38
38
3
9
40
39
39
37
37
36
38
38
37
37
38
3
8
37
36
41
40
39
35
35
OHU
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
TC
OH
U
OH
U
OH
U
OH
UOHP OHP
T
T
T
T T
CC C C
UGT UGT UGT
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV UCATV UCATV UCATV UCATV
UCATV UCATV UCATV UCATV UCATV
U
G
T
UGT UGT UGT UGT
UGT
UGT UGT UGT UGT UGT
UCATV
UCATV
UCATV UCATV UCATV UCATVUCATVUCATVUGTUGT
UGT UGT UGT UGT UGT UGT
UCATV
UF
O
UFO
UFO
UFO
UFO
UFO UFO UFO UFO UFO
UC
A
T
V
UCATV
UC
A
T
V
GGGGGG UFOUFOUFOUFOUFOUFO
WWWWWW
UFOUFOUFOUFOUFOUFO
UGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
UGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
OHP
OHP
OHP
OHP
OHP
OHPOHUOHUOHUOHUOHUOHU
U
G
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
PROPERTY LINE
15
4
J
15
5
J 15
8
J
SD SD SD
WW
SD SD
16W 16W 16W 16W 16W 16W 16W
SD
UTE UTE UTE
UTEUTEUTE
U
T
E
UTE
U
T
E
LO
D
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLO
D
LO
D
L
O
D
36 36
3636
37 37 37
373737
38
38
38
383838
35
35 35
35 35
35 35
34 34
3434
36
36 36 36
3636
37
37 37 37
37
37 37
MAINTAIN CHECK
DAM (TYP.)
MAINTAIN
PERIMETER SILT
FENCE (TYP.)
2
C12.0
9
C12.0
20'X50' CONSTRUCTION
ENTRANCE (TYP.)
1
C12.0 MAINTAIN CHECK
DAM (TYP.)
9
C12.0LIMITS OF
DISTURBANCE
(TYP.)
AREA TO BE SODDED PER
LANDSCAPE PLAN C10.0
SOD
AREA TO BE SODDED PER
LANDSCAPE PLAN C10.0
SOD
SOD SOD SOD
SEED
AREA TO BE SEEDED PER
LANDSCAPE PLAN C17.0, (TYP.)
CAROLINA BEACH ROAD
(U.S. 421)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
SEE SHEET C5.0 FOR EROSION
CONTROL STAGE 2 INFORMATION
WITHIN PROJECT LIMITS
38
37
37
38
4243 41
40
3
9
34
35
36
37
37
36
35
35
36
3738
37
38
37
36
37
36
35
35
36
37 37
35
35
36
35
34 34
36
3536 353635343434
35
36
36
3
6
3
7
3
7
3
6
35
3
4
3
2
3
3
39
40
4040
OH
U
OH
U
OHUOHUOHUOHU
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHTOHT
OHT
OHT
OHT
OHT
OHT
OHT
TC
TC
OHU
OHU
OHU
OHU
MB
TC
MB
TC
OH
P
OH
P
OH
P
OH
P
OH
P
T T
T
T
8''
S
A
N
S
S
W
UG
T
UG
T
UG
T
U
C
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
T
UGT
UG
T
UGT
UG
T
U
F
O
UF
O
UF
O
UFO
G
UF
O W UF
O
UG
T
UG
T
UG
T
UG
P
UG
T
U
G
T
UG
T
UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
UG
T
UG
T
UG
T
UGT
UG
T
UGT UGT UGT UGT UGT
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
PROPERTY LINE
23
B
148
H
149
H
150
H
151
H
SD
SD
SD
JB
SD SD SDSD SD
IPIPIP
16
W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
UTE
UT
E
UTE UTE UTE
UTEUTEUTEUTE
UTE
LOD
LOD
LOD
LOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
35
3535
35
35
35
35 3233
34
34 34
34 3434
34
3434
36
3636
36
3637
37
37
38
38
38
38
37
38
37
37
38
38
38
35
35
36
36
37
37
37
37
38
MAINTAIN CHECK
DAM (TYP.)
9
C12.0MAINTAIN PERIMETER
SILT FENCE (TYP.)
2
C12.0
LIMITS OF
DISTURBANCE (TYP.)
SOD
SOD
AREA TO BE SODDED PER
LANDSCAPE PLAN C17.0 (TYP.)
SOD
SOD
SOD SOD
GOLDEN ROAD
SR-1524
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
SEE SHEET C5.0 FOR
EROSION CONTROL
STAGE 2 INFORMATION
WITHIN PROJECT LIMITS
MAINTAIN CHECK
DAM (TYP.)
9
C12.0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.3
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - EROSION
CONTROL - STAGE 2
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
STORMWATER NETWORK
PROPOSED MAJOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR39
40
40
INLET PROTECTION
SILT FENCE OUTLET
RIPRAP OUTLET PROTECTION
CHECK DAM / WATTLE
LIMITS OF DISTURBANCE
AREA:3.31 ACRES
LAT:34°06'22.90"N
LONG:77°53'56.30"W
LEGEND AND NOTES1
ROADWAY IMPROVEMENTS - EROSION CONTROL - STAGE 22
0
SCALE: 1"=30' (Horiz.)
60'30'30'
SOUTHBOUND CAROLINA BEACH PLAN
NORTHBOUND CAROLINA BEACH PLAN
SE
E
N
O
R
T
H
B
O
U
N
D
C
A
R
O
L
I
N
A
BE
A
C
H
R
O
A
D
P
L
A
N
B
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L
O
W
SE
E
S
O
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C
A
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A
BE
A
C
H
R
O
A
D
P
L
A
N
A
B
O
V
E
MASONBORO COMMONS AND GOLDEN ROAD PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
GENERAL NOTES:
1.SEE PHASE 2 CONSTRUCTION SEQUENCE NOTES, GENERAL EROSION CONTROL
NOTES AND EROSION CONTROL MAINTENANCE NOTES ON SHEET C1.1. SEE
EROSION CONTROL DETAILS ON SHEETS C12.0 AND C12.1.
2.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION DETAIL.
SEE NORTHBOUND CAROLINA
BEACH ROAD PLAN ABOVE
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46
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47
47
47
47
47
47
48
48
48
48
48
48
49
49
41
40
39
40
40
40
40
40
40
40
45
45
45
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45
45
45
45
37
3839
41
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41
41
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4
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41
42
42
42
42
42
42
42
42
42
42
42
43
43
43
43
43
4
3
43
43
43
43 43
44 44
4
4
44
4
4
44
44
44
44
44
46
46
46
46
46
46
47
47
47
47
47
47
48
48
48
48
48
48
49
49
OHUOHU
OH
U
OH
U
OH
U
OH
U
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
OH
U
OH
U
OH
U
OH
U
TC TCTC
OHP OHP OHP OHP OHP OHP OHP OHP OHP
T
T
T T T TC
C
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
W
UGT
UGT UGT
UCA
T
V
UCATVUCA
T
V
UCATV
UCATV
UCATV
UGT
U
G
T
UF
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W
UFO
UGTUGT
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UGT
UGT
OHP OHP OHP OHP OHP OHP OHP
UGTUGT
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OH
P
OH
P
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P
OH
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L
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LODLOD
LO
D
LOD
LOD LOD
LO
D
LOD
LOD LOD LOD LOD LO
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LOD LOD LOD LOD
45 46 MATCH EXISTING
ELEVATIONS, MILL &
OVERLAY AND NEW
STRIPING ONLY (TYP.)
DI-C1
RIM=45.29'
INV IN N=43.06'PPES-C2
INV.=44.99
18" RCP
105LF @ 1.83%
RCP CLASS V
EX
%
8.
0
%
LANE CROSS SLOPE
MATCH EXISTING
ADJACENT LANE,
SEE SECTIONS (TYP.)
SHOULDER CROSS
SLOPE (TYP.)
8.
0
%
8.
0
%
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
EX. PIPE
INVERT = 43.06'
MATCH
EXISTING
GRADES
SD SD SD
EXISTING 18" RCPTURF REINFORCEMENT
MATTING, SEE DETAIL
6/C13.1
FS 46.29'
37
36
35
353636
37
37
36
35
35
37
3635
3637
38
38
38
38
3
9
40
39
39
37
37
36
38
38
37
37
38
3
8
37
36
41
40
39
35
35
37
36
35
353636
37
37
36
35
35
37
3635
3637
38
38
38
38
3
9
40
39
39
37
37
36
38
38
37
37
38
3
8
37
36
41
40
39
35
35
OHU
OH
T
OH
T
OH
T
OH
T
OH
T
OH
T
TC
TC
OH
U
OH
U
OH
U
OH
UOHP OHP
T
T
T
T T
CC C C
UGT UGT UGT
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV
UCATV UCATV UCATV UCATV UCATV
UCATV UCATV UCATV UCATV UCATV
U
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T
UGT UGT UGT UGT
UGT
UGT UGT UGT UGT UGT
UCATV
UCATV
UCATV UCATV UCATV UCATVUCATVUCATVUGTUGT
UGT UGT UGT UGT UGT UGT
UCATV
UF
O
UFO
UFO
UFO
UFO
UFO UFO UFO UFO UFO
UC
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GGGGGG UFOUFOUFOUFOUFOUFO
WWWWWW
UFOUFOUFOUFOUFOUFO
UGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
UGTUGTUGTUGT
UGTUGTUGTUGTUGTUGT
OHP
OHP
OHP
OHP
OHP
OHPOHUOHUOHUOHUOHUOHU
U
G
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
CAROLINA BEACH ROAD
(U.S. 421)
PROPERTY LINE
15
4
J
15
5
J 15
8
J
LO
D
LOD
LO
D
L
O
D
L
O
D
LO
D
LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD
LODLODL
O
D
LODLODLODLODLODLODLODLODLODLO
D
LO
D
L
O
D
36 36
3636
37 37 37
373737
38
38
38
383838
35
35 35
35 35
35 35
34 34
3434
36
36 36 36
3636
37
37 37 37
37
37 37
CAROLINA BEACH ROAD
PROPERTY LINE
EX 37.09'
EX 37.10'EX 36.92'
EX 36.86'EX 35.99'
EX 35.93'
EX 35.50'
6.
1
3
%
PPES-1A
RIM=36.65'
PIPE INV OUT S=34.85'
INV AT GRADE=35.15'
EX 37.08'
EX 36.81'
EX 36.92'EX 37.02'
EX 35.67'
EX 35.46'
EXISTING CULVERT PIPE
18" RCP
45LF @ 0.60%
RCP CLASS V
(20% BURIED)
CULVERT 2
PPES-2A
RIM=36.14'
PIPE INV OUT S=34.34'
INV AT GRADE=34.64'PPES-3A
RIM=35.72'
PIPE INV OUT S=33.93'
INV AT GRADE=33.94'
18" RCP
43LF @ 0.68%
RCP CLASS V
(20% BURIED)
CULVERT 3
EX
%
8.
0
%
EX 33.89'
8.
0
%
8.
0
%
EX
%
EX
%
SWALE FRONT AND
BACK SLOPE, SEE
SECTIONS (TYP.)
SHOULDER CROSS
SLOPE (TYP.)
LANE CROSS SLOPE
MATCH EXISTING
ADJACENT LANE, SEE
SECTIONS (TYP.)
SWALE FRONT AND
BACK SLOPE, SEE
SECTIONS (TYP.)
SHOULDER CROSS
SLOPE (TYP.)LANE CROSS SLOPE
MATCH EXISTING
ADJACENT LANE, SEE
SECTIONS (TYP.)
SEE SHEET C7.0 & C8.0 FOR SITE
PLAN INFORMATION WITHIN
PROJECT LIMITS
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
OPEN ENDED PIPE
RIPRAP APRON (TYP.)
NCDOT FLARED END
SECTION (TYP.)
SD SD SD
WW
SD SD
G
G
G
G
G
G
G
G
SD
XOEP-3B
RIM=35.44'
PIPE INV IN N=33.64'
INV AT GRADE=33.94'
OEP-2B
RIM=35.88'
PIPE INV IN N=34.07'
INV AT GRADE=34.37'
OEP-1B
RIM=36.24'
PIPE INV IN N=34.43'
INV AT GRADE=34.73'
18" RCP
83LF @ 0.51%
RCP CLASS V
(20% BURIED)
CULVERT 1
38
37
37
38
4243 41
40
3
9
34
35
36
37
37
36
35
35
36
3738
37
38
37
36
37
36
35
35
36
37 37
35
35
36
35
34 34
36
3536 353635343434
35
36
36
3
6
3
7
3
7
3
6
35
3
4
3
2
3
3
39
40
4040
38
37
37
38
4243 41
40
3
9
34
35
36
37
37
36
35
35
36
3738
37
38
37
36
37
36
35
35
36
37 37
35
35
36
35
34 34
36
3536 353635343434
35
36
36
3
6
3
7
3
7
3
6
35
3
4
3
2
3
3
39
40
4040
OH
U
OH
U
OHUOHUOHUOHU
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHTOHT
OHT
OHT
OHT
OHT
OHT
OHT
TC
TC
OHU
OHU
OHU
OHU
TC
TC
OH
P
OH
P
OH
P
OH
P
OH
P
T T
T
T
8''
S
A
N
S
S
W
UG
T
UG
T
UG
T
U
C
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
T
UGT
UG
T
UGT
UG
T
U
F
O
UF
O
UF
O
UFO
G
UF
O W UF
O
UG
T
UG
T
UG
T
UG
P
UG
T
U
G
T
UG
T
UGT UGT UGT
OH
P
OH
P
OH
P
OH
P
UG
T
UG
T
UG
T
UGT
UG
T
UGT UGT UGT UGT UGT
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
GOLDEN ROAD
SR-1524
PROPERTY LINE
23
B
148
H
149
H
150
H
151
H
LOD
LOD
LOD
LOD
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
35
3535
35
35
35
35 3233
34
34 34
34 3434
34
3434
36
3636
36
3637
37
37
38
38
38
38
37
38
37
37
38
38
38
35
35
36
36
37
37
37
37
38
NO CHANGE IN GRADE,
NEW STRIPING ONLY
(TYP.)
PPES-4A
RIM=35.81'
PIPE INV OUT E=34.29'
INV AT GRADE=34.59'
2'x3' BOX CULVERT
17LF @ 0.29%
(47% BURIED)
CULVERT 2
2'x3' BOX CULVERT
19LF @ 0.32%
(37% BURIED)
CULVERT 3
PPES-6A
RIM=36.19'
CULVERT INV IN E=32.77'
INV AT GRADE=33.53'
EX
%
8.
0
%
10
0
.
0
%
10
0
.
0
%
TAPER LANE CROSS
SLOPE MATCH EXISTING
ADJACENT LANE, SEE
SECTIONS (TYP.)
SHOULDER CROSS
SLOPE (TYP.)
SWALE FRONT AND
BACK SLOPE, SEE
SECTIONS (TYP.)
2.
0
%
8.
0
%
LANE CROSS SLOPE
MATCH EXISTING
ADJACENT LANE, SEE
SECTIONS (TYP.)
SHOULDER CROSS
SLOPE (TYP.)
SWALE FRONT AND
BACK SLOPE, SEE
SECTIONS (TYP.)
FG 36.83'
SWALE HP
WATER LINE CROSSING,
SEE C8.1 (TYP.)
EXISTING CULVERT PIPE
TO REMAIN (TYP.)
RIGHT OF WAY LINE (TYP.)
RIGHT OF WAY LINE (TYP.)
COORDINATE EARTH
WORK WITH DUKE
ENERGY AROUND
POWER POLE
SD
SD
SD
JB
SD SD SDSD SD
SD
SD SDSDSDSDSDSDSDSDSD
EX. PIPE
INVERT = 33.11'
EX. PIPE
INVERT = 33.29'EX. PIPE
INVERT = 32.26'EX. PIPE
INVERT = 32.23'
18" RCP
61LF @ 0.40%
RCP CLASS V
20% BURIED
CULVERT 1
18" RCP
13LF @ 0.40%
RCP CLASS V
20% BURIED
18" RCP
94LF @ 0.40%
RCP CLASS V
20% BURIED
STREET YARD
LANDSCAPE AREA
(TYP.)SEE SHEET C7.0 & C8.0 FOR
SITE PLAN INFORMATION
WITHIN PROJECT LIMITS
OEP-4B
RIM=35.14'
PIPE INV IN W=33.62'
INV AT GRADE=33.92'
OEP-5B
RIM=36.29'
PIPE INV IN W=32.77'
INV AT GRADE=33.72'
OEP-6B
RIM=36.23'
PIPE INV IN W=32.71'
INV AT GRADE=33.47'
PPES-5A
RIM=36.24'
CULVERT INV IN E=32.82'
INV AT GRADE=33.77'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.4
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - GRADING
DRAINAGE AND UTILITIES
FFE:
20.1'
SYMBOLS LEGEND
ROOF DRAIN STORM DRAINAGE
STORM DRAINAGE MANHOLE
STORM DRAINAGE DROP INLET
STORM DRAINAGE CURB INLET
STORM DRAINAGE FLARED END SECTION
FINISH FLOOR ELEVATION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
40
39
21
20
LIMITS OF DISTURBANCE
GENERAL NOTES:
1.SEE OFFSITE ROADWAY IMPROVEMENTS NOTES ON SHEET C1.2.
STORMWATER ABBREVIATIONS
FLUSH FLUSH TRANSITION (NO CURB)
SD STORM DRAINAGE PIPE
LEGEND AND NOTES1
ROADWAY IMPROVEMENTS - GRADING DRAINAGE AND UTILITIES2
0
SCALE: 1"=30' (Horiz.)
60'30'30'
SOUTHBOUND CAROLINA BEACH PLAN
NORTHBOUND CAROLINA BEACH PLAN
SE
E
N
O
R
T
H
B
O
U
N
D
C
A
R
O
L
I
N
A
BE
A
C
H
R
O
A
D
P
L
A
N
B
E
L
O
W
SE
E
S
O
U
T
H
B
O
U
N
D
C
A
R
O
L
I
N
A
BE
A
C
H
R
O
A
D
P
L
A
N
A
B
O
V
E
MASONBORO COMMONS AND GOLDEN ROAD PLAN
0
SCALE: 1"=30' (Horiz.)
60'30'30'
BOTTOM OF CURB
TOP OF CURB
BOTTOM OF RAMP
TOP OF RAMP
FINISH GRADE
EXISTING GRADE
EDGE OF PAVEMENT
RIM ELEVATION
CURB INLET
DROP INLET
YARD DRAIN
CLEAN OUT
MATCH EXISTING
BC
TC
BR
TR
FG
EX
EP
RIM
CI
DI
YD
CO
ME
EX EXISTING
IP INSPECTION PORT
XPPES EXISTING PARALLEL PIPE END SECTION
OEP OPEN END PIPE
PPES PARALLEL PIPE END SECTION
EW ENDWALL
FLUSH CURBFC
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STATION 14+00
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 14+25
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 10+75
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 11+25
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 11+50
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 11+75
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 12+00
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 12+25
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 13+25
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 13+50
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 13+75
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 11+00
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 12+50
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 12+75
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 13+00
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
-2
9
.
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:
3
8
.
0
9
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3
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4
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:
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EL: 38.63
0.
0
0
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EL
:
3
9
.
2
8
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9
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4
2
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EL
:
3
7
.
9
8
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3
.
4
2
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EL
:
3
8
.
4
6
-21.49'
EL: 38.51
0.
0
0
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EL
:
3
9
.
1
4
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9
.
7
2
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:
3
7
.
8
4
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3
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7
2
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:
3
8
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3
2
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EL: 38.35
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.
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3
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:
3
8
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7
2
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:
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:
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7
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4
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:
3
8
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3
5
-22.69'
EL: 38.38
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0
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0
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:
3
8
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6
5
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:
3
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:
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7
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6
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4
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:
3
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0
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:
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:
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:
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:
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5
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:
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:
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8
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:
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4
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:
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:
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:
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EL: 37.44
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3
.
7
5
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:
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:
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6
.
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6
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0
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6
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:
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6
.
4
8
16" C900 PVC
16" C900 PVC
16" C900 PVC
16" C900 PVC
16" C900 PVC 16" C900 PVC
16" C900 PVC 16" C900 PVC
16" C900 PVC
16" C900 PVC
16" C900 PVC18" RCP
18" RCP
18" RCP 18" RCP
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE3" MILL AND
OVERLAY
FULL PAVEMENT
SECTION
3" MILL AND
OVERLAY
3" MILL AND
OVERLAY
FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTIONFULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
36
35
3637
38
39
37
37
36
38
38
37
37
38
3
8
37
36
36
35
3637
38
39
37
37
36
38
38
37
37
38
3
8
37
36
36
35
3637
38
39
37
37
36
38
38
37
37
38
3
8
37
36
OHUOHUOHU
OH
T
OH
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OH
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OH
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OH
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OH
T
TC
TC
OH
U
OH
U
T
T CC
OHP
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
X
OH
P
OH
P
OH
P
OH
P
X
SD
SD SD SD SD
W
W
W
W
SD SD
16W 16
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16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W
16W
8
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SD
UTE UTE UTE UTE
UT
E
UTEUTEUTEUTE
UTE
UTE
U
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E
10+00 11+00 12+00 13+00 14+0010+50 11+50 12+50 13+50
ST
A
1
0
+
7
5
ST
A
1
1
+
0
0
ST
A
1
1
+
2
5
ST
A
1
1
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5
0
ST
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1
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+
7
5
ST
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1
2
+
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ST
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1
2
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5
ST
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1
2
+
5
0
ST
A
1
2
+
7
5
ST
A
1
3
+
0
0
ST
A
1
3
+
2
5
ST
A
1
3
+
5
0
ST
A
1
3
+
7
5
ST
A
1
4
+
0
0
ST
A
1
4
+
2
5
3" MILL AND OVERLAY
PAVEMENT
1.5" MILL AND OVERLAY
PAVEMENT
FULL DEPTH
PAVEMENT SECTION
NCDOT PPES
NCDOT PPES
RIP-RAP OUTLET
25'R
50'R
13
.
5
1
'
1.
7
5
'
12
.
6
3
'
3
8
36 36
3636
37 37 37
373737
38
38
38
38
38
3838
35
35 35
35
36
36 36
37
37 37
37
SCALE: 1" = 20'CAROLINA BEACH ROAD PLAN - STATION 10+75 TO 14+253
SCALE: HORIZ. 1"=20' & VERT. NTSCAROLINA BEACH ROAD CROSS SECTIONS - STATION 10+75 TO 14+251
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.5
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - STREET
SECTIONS
LEGEND2
0
SCALE: 1"=20' (Horiz.)
40'20'20'
SURFACE MATERIAL LEGEND
FULL DEPTH PAVEMENT
1.5" MILL AND OVERLAY
3" MILL AND OVERLAY
NOTE:
·SEE DETAILS 4 & 5/C15.0, FOR MILL AND FULL DEPTH
PAVEMENT SECTIONS.
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7
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NCDOT PPES RIP-RAP OUTLET
FULL DEPTH
PAVEMENT SECTION
1.5" MILL AND OVERLAY
PAVEMENT
35
35
35
34
34
3434
36
36
36
37
37 37
STATION 15+00
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 15+25
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 15+50
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 15+75
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 16+00
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 16+25
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 16+50
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 16+75
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 14+50
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
STATION 14+75
25
30
35
40
45
25
30
35
40
45
0 10 200-10-20-30-40-50-60
0.
0
0
'
EL
:
3
7
.
7
0
-9.83'
EL: 37.35
-1
3
.
6
9
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EL
:
3
7
.
2
2
-2
4
.
6
4
'
EL
:
3
6
.
8
3
0.0
0
'
EL
:
3
7
.
6
4
-9.91'
EL: 37.28
-1
3
.
6
8
'
EL
:
3
7
.
1
4
-2
4
.
6
6
'
EL
:
3
6
.
7
4
0.
0
0
'
EL
:
3
7
.
5
4
-10.01'
EL: 37.20
-1
4
.
0
7
'
EL
:
3
7
.
0
6
-2
4
.
0
9
'
EL
:
3
6
.
7
2
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0
.
0
9
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EL
:
3
6
.
2
4
0.
0
0
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EL
:
3
7
.
4
4
-10.13'
EL: 37.15
-1
3
.
6
8
'
EL
:
3
7
.
0
5
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2
.
7
6
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:
3
6
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7
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8
.
7
6
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EL
:
3
6
.
3
1
0.
0
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:
3
7
.
4
1
-10.24'
EL: 37.19
-1
3
.
6
3
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:
3
7
.
1
1
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1
.
4
3
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:
3
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:
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:
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1
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-10.37'
EL: 36.93
-11.52'
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:
3
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:
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:
3
7
.
2
1
-10.37'
EL: 36.97
-11.80'
EL: 36.94
-1
5
.
7
9
'
EL
:
3
6
.
8
5
-2
1
.
7
9
'
EL
:
3
6
.
3
7
0.0
0
'
EL
:
3
7
.
2
6
-10.37'
EL: 36.99
-1
2
.
0
0
'
EL
:
3
6
.
9
5
-1
7
.
2
4
'
EL
:
3
6
.
8
2
0.
0
0
'
EL
:
3
7
.
3
2
-1
0
.
3
7
'
EL
:
3
7
.
0
4
-1
8
.
6
8
'
EL
:
3
6
.
8
1
-3
1
.
8
9
'
EL
:
3
5
.
9
8
0.
0
0
'
EL
:
3
7
.
3
5
-10.35'
EL: 37.09
-1
3
.
6
6
'
EL
:
3
7
.
0
0
-2
0
.
1
0
'
EL
:
3
6
.
8
4
-2
6
.
1
0
'
EL
:
3
6
.
3
6
18" RCP 18" RCP
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED GRADE
PROPOSED GRADE PROPOSED
GRADE PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED GRADE
FULL PAVEMENT
SECTION
FULL
PAVEMENT
SECTION
FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTIONFULL PAVEMENT
SECTION
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.6
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - STREET
SECTIONS
SCALE: HORIZ. 1"=20' & VERT 1"=2'CAROLINA BEACH ROAD CROSS SECTIONS - STATION 14+50 TO 16+751
SCALE: 1" = 20'CAROLINA BEACH ROAD PLAN - STATION 14+50 TO 16+753 LEGEND2
0
SCALE: 1"=20' (Horiz.)
40'20'20'SURFACE MATERIAL LEGEND
FULL DEPTH PAVEMENT
1.5" MILL AND OVERLAY
3" MILL AND OVERLAY
NOTE:
·SEE DETAILS 4 & 5/C15.0, FOR MILL AND FULL DEPTH
PAVEMENT SECTIONS.
MA
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2023.11.037-8-2024
38
37
37
38
36
37
37
36
35
35
36
37
38
37
3
8
37
36
37
39
38
37
37
38
36
37
37
36
35
35
36
37
38
37
3
8
37
36
37
39
38
37
37
38
36
37
37
36
35
35
36
37
38
37
3
8
37
36
37
39
OH
U
OH
U
OH
U
OH
U
OHUOHU
OHTOHTOHTOHTOHTOHTOHTOHT
OHTOHT
OHT
OHT
OHT
OHT
OHT
OHT
OHT
OHU
TC
T
UG
T
UG
T
UG
T
U
C
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
U
C
A
T
V
UC
A
T
V
UC
A
T
V
U
G
T
UGT
UG
T
UGT
UGT
UF
O
UF
O
UF
O
UFO
U
G
T
UGT
UG
T
UGT
UGT UGT
UCATV
UG
T
UG
T
UG
T
UGT
UGT UGT UGT
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
GOLDEN ROAD
SR-1524
SD
SD SD SD
SD
SDSDSD SD
16
W
16
W
16
W
8W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
UTE UTE UTE UTE
UTEUTEUTEUTEUTE
UT
E
23
B
148
H
149
H
ST
A
1
0
+
2
5
ST
A
1
0
+
5
0
ST
A
1
0
+
7
5
ST
A
1
1
+
0
0
ST
A
1
1
+
2
5
ST
A
1
1
+
5
0
ST
A
1
1
+
7
5
ST
A
1
2
+
0
0
ST
A
1
2
+
2
5
ST
A
1
2
+
5
0
ST
A
1
2
+
7
5
ST
A
1
3
+
0
0
1.75'
1.5" MILL AND
OVERLAY
37
38
37
38
37
37
38
38
38
35
35
36
36
37
37
37
37
38
FULL DEPTH
PAVEMENT
3.0" MILL AND
OVERLAY
FULL DEPTH
PAVEMENT
1.5" MILL AND
OVERLAY
FULL DEPTH PAVEMENT
OVER WATER MAIN INSTALL
STATION 10+25
30
35
40
45
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 10+50
30
35
40
45
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 10+75
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 11+00
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 11+25
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 11+50
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 11+75
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 12+00
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 12+25
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 12+50
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 12+75
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 13+00
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
-2
6
.
0
1
'
EL
:
3
7
.
1
8
0.0
0
'
EL
:
3
7
.
5
2
10
.
6
8
'
EL
:
3
7
.
2
1
22
.
0
0
'
EL
:
3
6
.
8
8
28
.
0
0
'
EL
:
3
6
.
4
0
-3
0
.
4
2
'
EL
:
3
6
.
8
8
0.
0
0
'
EL
:
3
7
.
4
1
10
.
4
3
'
EL
:
3
7
.
2
3
22
.
0
0
'
EL
:
3
7
.
0
2
28
.
0
0
'
EL
:
3
6
.
5
4
0.
0
0
'
EL
:
3
9
.
2
8
48
.
4
5
'
EL
:
3
8
.
5
7
-2
4
.
2
7
'
EL
:
3
8
.
3
4
0.
0
0
'
EL
:
3
8
.
9
5
26
.
3
4
'
EL
:
3
8
.
2
3
-2
3
.
3
6
'
EL
:
3
7
.
9
9
0.
0
0
'
EL
:
3
8
.
6
1
21.27'
EL: 38.07
25
.
3
9
'
EL
:
3
7
.
9
6
-2
9
.
4
1
'
EL
:
3
6
.
5
9
0.
0
0
'
EL
:
3
7
.
2
9
10
.
3
5
'
EL
:
3
7
.
1
6
22
.
0
0
'
EL
:
3
7
.
0
2
28
.
0
0
'
EL
:
3
6
.
5
4
-2
4
.
3
9
'
EL
:
3
7
.
8
8
0.
0
0
'
EL
:
3
8
.
3
5
15
.
6
8
'
EL
:
3
7
.
9
2
23
.
9
3
'
EL
:
3
7
.
6
9
29
.
9
3
'
EL
:
3
7
.
2
1
-2
3
.
9
4
'
EL
:
3
6
.
7
1
0.
0
0
'
EL
:
3
7
.
1
6
10
.
3
4
'
EL
:
3
6
.
9
5
22
.
1
9
'
EL
:
3
6
.
7
1
28
.
1
9
'
EL
:
3
6
.
2
3
0.
0
0
'
EL
:
3
7
.
0
2
7.9
6
'
EL
:
3
6
.
8
6
10.47'
EL: 36.81
28
.
2
3
'
EL
:
3
6
.
4
5
-2
5
.
1
5
'
EL
:
3
7
.
4
7
0.
0
0
'
EL
:
3
7
.
7
3
11
.
5
5
'
EL
:
3
7
.
4
2
22
.
2
5
'
EL
:
3
7
.
1
2
28
.
2
5
'
EL
:
3
6
.
6
4
8.
0
2
'
EL
:
3
6
.
7
3
10.58'
EL: 36.68
28
.
3
0
'
EL
:
3
6
.
3
3
-2
5
.
0
5
'
EL
:
3
7
.
7
1
0.
0
0
'
EL
:
3
8
.
0
6
12
.
6
1
'
EL
:
3
7
.
7
2
22
.
7
8
'
EL
:
3
7
.
4
5
28
.
7
8
'
EL
:
3
6
.
9
7
-5
0
.
0
0
'
EL
:
3
9
.
5
7
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE31
.
3
9
'
EL
:
3
7
.
4
8
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
32
.
3
4
'
EL
:
3
7
.
7
5
8" C900 PVC
8" C900 PVC
8" C900 PVC
8" C900 PVC 8" C900 PVC
8" C900 PVC
8" C900 PVC 8" C900 PVC
8" C900 PVC
8" C900 PVC
15" HP 15" HP15" HP
18" RCP 18" RCP
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
3" MILL AND
OVERLAY 1.5" MILL AND
OVERLAY 1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
3" MILL AND
OVERLAY 1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
3" MILL AND
OVERLAY
18" RCP
15" HP
18" RCP
15" HP 15" HP
15" HP
18" RCP
15" HP
18" RCP
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.7
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
ROADWAY IMPROVEMENTS - STREET
SECTIONS
SCALE: HORIZ. 1"=20' & VERT 1"=2'GOLDEN ROAD CROSS SECTIONS - STATION 10+25 TO 13+001
SCALE: 1" = 20'GOLDEN ROAD PLAN - STATION 10+25 TO 13+003 LEGEND2
0
SCALE: 1"=20' (Horiz.)
40'20'20'SURFACE MATERIAL LEGEND
FULL DEPTH PAVEMENT
1.5" MILL AND OVERLAY
3" MILL AND OVERLAY
NOTE:
·SEE DETAILS 4 & 5/C15.0, FOR MILL AND FULL DEPTH
PAVEMENT SECTIONS.
3" MILL AND
OVERLAY
PAVEMENT
MA
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2023.11.037-8-2024
36
35
35
36
37
37
35
35
36
35
34
34
36
3536 3536 35343434
35
36
36
35
35
36
37
37
35
35
36
35
34
34
36
3536 3536 35343434
35
36
36
35
35
36
37
37
35
35
36
35
34
34
36
3536 3536 35343434
35
36
OHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
MB MB
T T
UGT UGTUGTUGTUGTUGT
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
8W 8W 8W 8W
UTE
UTE
13+00 14+00 15+00 16+0013+50 14+50 15+50
ST
A
1
3
+
0
0
ST
A
1
3
+
2
5
ST
A
1
3
+
5
0
ST
A
1
3
+
7
5
ST
A
1
4
+
0
0
ST
A
1
4
+
2
5
ST
A
1
4
+
5
0
ST
A
1
4
+
7
5
ST
A
1
5
+
0
0
ST
A
1
5
+
2
5
ST
A
1
5
+
5
0
ST
A
1
5
+
7
5
ST
A
1
6
+
0
0
1.5" MILL AND OVERLAY
PAVEMENT
35
3535
35
35
35
34
34 34
34 3434
34
34
36
3636
36
37
37
38
FULL DEPTH
PAVEMENT
EXISTING
PAVEMENT
STATION 13+25
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 13+50
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 13+75
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 14+00
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 14+25
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 14+50
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 14+75
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 15+00
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 15+25
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 15+50
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 15+75
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 16+00
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
0.
0
0
'
EL
:
3
6
.
7
7
8.
0
8
'
EL
:
3
6
.
6
3
10.64'
EL: 36.59
23
.
7
9
'
EL
:
3
6
.
3
3
0.
0
0
'
EL
:
3
6
.
2
6
8.17'
EL: 36.15
11
.
0
8
'
EL
:
3
6
.
1
0
18
.
1
2
'
EL
:
3
5
.
9
6
24
.
1
2
'
EL
:
3
5
.
4
8
0.
0
0
'
EL
:
3
5
.
7
7
7.91'
EL: 35.52
10
.
6
4
'
EL
:
3
5
.
4
5
14.88'
EL: 35.36
20
.
8
8
'
EL
:
3
4
.
8
8
0.
0
0
'
EL
:
3
6
.
5
8
8.
1
5
'
EL
:
3
6
.
4
3
10.83'
EL: 36.40
20
.
3
6
'
EL
:
3
6
.
2
1
26
.
3
6
'
EL
:
3
5
.
7
3
0.
0
0
'
EL
:
3
6
.
6
7
8.
1
6
'
EL
:
3
6
.
4
4
11.87'
EL: 36.34
21
.
0
7
'
EL
:
3
6
.
1
5
0.
0
0
'
EL
:
3
6
.
7
2
8.
1
3
'
EL
:
3
6
.
5
4
10.73'
EL: 36.50
21
.
6
5
'
EL
:
3
6
.
2
8
27
.
6
5
'
EL
:
3
5
.
8
0
23
.
3
1
'
EL
:
3
5
.
3
2
17
.
3
1
'
EL
:
3
5
.
8
0
10
.
7
8
'
EL
:
3
5
.
9
3
8.11'
EL: 35.99
0.
0
0
'
EL
:
3
6
.
1
4
20
.
0
7
'
EL
:
3
4
.
8
0
14.07'
EL: 35.28
10
.
4
7
'
EL
:
3
5
.
3
5
7.84'
EL: 35.42
0.
0
0
'
EL
:
3
5
.
6
6
24
.
8
9
'
EL
:
3
5
.
5
4
18
.
8
9
'
EL
:
3
6
.
0
2
12.03'
EL: 36.16
8.
1
6
'
EL
:
3
6
.
2
4
0.
0
0
'
EL
:
3
6
.
3
7
0.
0
0
'
EL
:
3
6
.
4
8
8.
1
3
'
EL
:
3
6
.
3
9
10.45'
EL: 36.36
19
.
6
5
'
EL
:
3
6
.
1
8
25
.
6
5
'
EL
:
3
5
.
7
0
0.
0
0
'
EL
:
3
6
.
0
2
8.04'
EL: 35.81
11
.
7
9
'
EL
:
3
5
.
7
5
16
.
5
0
'
EL
:
3
5
.
6
6
22
.
5
0
'
EL
:
3
5
.
1
8
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
8" C900 PVC 8" C900 PVC 2'Hx3'W BOX
CULVERT
2'Hx3'W BOX
CULVERT
FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
0.
0
0
'
EL
:
3
5
.
8
0
7.97'
EL: 35.65
10
.
9
9
'
EL
:
3
5
.
5
7
15
.
6
9
'
EL
:
3
5
.
4
8
21
.
6
9
'
EL
:
3
5
.
0
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.8
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
----
ROADWAY IMPROVEMENTS - STREET
SECTIONS
SCALE: HORIZ. 1"=20' & VERT 1"=2'GOLDEN ROAD CROSS SECTIONS - STATIONS 13+25 TO 16+001
SCALE: 1" = 20'GOLDEN ROAD PLAN - STATION 13+00 TO 16+003 LEGEND2
0
SCALE: 1"=20' (Horiz.)
40'20'20'SURFACE MATERIAL LEGEND
FULL DEPTH PAVEMENT
1.5" MILL AND OVERLAY
3" MILL AND OVERLAY
NOTE:
·SEE DETAILS 4 & 5/C15.0, FOR MILL AND FULL DEPTH
PAVEMENT SECTIONS.
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A
1
6
+
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1
6
+
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1.5" MILL AND OVERLAY
PAVEMENT FULL DEPTH
PAVEMENT
EXISTING
PAVEMENT
STATION 16+25
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 16+50
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 16+75
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
STATION 17+00
25
30
35
40
45
25
30
35
40
45
0 10 20 30 40 50 600-10-20-30-40-50-60
0.
0
0
'
EL
:
3
5
.
5
5
7.78'
EL: 35.33
10
.
3
3
'
EL
:
3
5
.
2
6
13.26'
EL: 35.20
19
.
2
6
'
EL
:
3
4
.
7
2
0.
0
0
'
EL
:
3
5
.
4
6
7.71'
EL: 35.22
10
.
2
8
'
EL
:
3
5
.
1
3
12.45'
EL: 35.09
18
.
4
5
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EL
:
3
4
.
6
1
0.
0
0
'
EL
:
3
5
.
3
6
7.64'
EL: 35.06
10
.
2
9
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EL
:
3
4
.
9
6
11.64'
EL: 34.94
17
.
6
4
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EL
:
3
4
.
4
6
16
.
8
3
'
EL
:
3
4
.
2
4
10.83'
EL: 34.72
10
.
6
5
'
EL
:
3
4
.
7
2
7.58'
EL: 34.87
0.
0
0
'
EL
:
3
5
.
2
5
EXISTING
GRADE
EXISTING
GRADE EXISTING
GRADE
EXISTING
GRADEPROPOSED GRADE PROPOSED GRADE
PROPOSED GRADEPROPOSED GRADE
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
FULL PAVEMENT
SECTION
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
1.5" MILL AND
OVERLAY
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C9.9
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
----
ROADWAY IMPROVEMENTS - STREET
SECTIONS
SCALE: HORIZ. 1"=20' & VERT 1"=2'GOLDEN ROAD CROSS SECTIONS - STATION 16+25 TO 17+001
SCALE: 1" = 20'GOLDEN ROAD PLAN - STATION 16+00 TO 17+003 LEGEND2
0
SCALE: 1"=20' (Horiz.)
40'20'20'SURFACE MATERIAL LEGEND
FULL DEPTH PAVEMENT
1.5" MILL AND OVERLAY
3" MILL AND OVERLAY
NOTE:
·SEE DETAILS 4 & 5/C15.0, FOR MILL AND FULL DEPTH
PAVEMENT SECTIONS.
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2023.11.037-8-2024
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24
C
25
C
26
C
27
C
28
C
29
C
30
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31
C
32
C
33
C
34
C
35
C
36
C
37
C
38
C
39
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40
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41
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42
D
43
D
44
D
45
D
46
D
47
D
48
D
49
D
50
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51
D
52
D
53
D
54
D
55
D 56
D
57
E
58
E
59
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60
E
61
F
62
F
63
F
165
L
166
L
167
L
168
L
169
L
170
L
171
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23
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148
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149
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150
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151
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152
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153
J
154
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155
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156
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157
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K
172
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173
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)
GOLDEN ROAD
SR-1524
LACEWOOD
COURT
SHEETZ
CONVENIENCE
STORE
QV
6
2
ZS
LM
185
LM
156
LM
179
ZS
3
IN
4
ZS
3
IN
4
6
QV
5
ZS
2
QV
3
LN
6
AE
3
OF
9
LN
LN
9
IN
32
AE
25
RM
15
PA
9
PA
6
RM
10
1
PS
1
AZ
1
PY PS
4
QV
2
MC
3
IV
2
MC
1
IV
3
MC
3
IV
3
MC
3
IV
2
MC
4
IV
3
MC
4
IV
3
PM
10
9
CC
2
QV
ZS
2
27
IN IB
10
2
ZS
QV
7
11
AZ
SEED
SEED
25' AVE. ST. YARD
37.5' MAX. ST. YARD
12.5' MIN. ST. YARD
25
'
A
V
E
.
S
T
.
Y
A
R
D
37
.
5
'
M
A
X
.
S
T
.
Y
A
R
D
12
.
5
'
M
I
N
.
S
T
.
Y
A
R
D
50
'
F
R
O
N
T
S
E
T
B
A
C
K
(
P
R
I
M
A
R
Y
)
35' FRONT SETBACK
(SECONDARY)
10
.
0
0
'
70.00'
10.00'
70
.
0
0
'
LI - 231 SF
LI - 379 SFLI - 323 SF
LI - 190 SF
LI - 426 SF
LI - 305 SF LI - 223 SF
LI - 2437 SF
LI - 373 SF
LI - 1062 SF
FP- 159 SF
(NORTH)
FP- 67 SF
(WEST)
FP- 149 SF
(WEST)
FP- 67 SF
(WEST)
EXISTING TREE TO REMAIN (TYP.)
SHOVEL DUG BED EDGE (TYP.)
NATURAL UNDERSTORY
TO REMAIN (TYP.)
SHOVEL DUG BED EDGE (TYP.)
ALL LANDSCAPE BEDS TO
RECEIVE 3" DOUBLE
SHREDDED HARDWOOD
MULCH DYED BROWN (TYP.)
ALL LANDSCAPE ISLANDS
TO RECEIVE 3" DOUBLE
SHREDDED HARDWOOD
MULCH DYED BROWN (TYP.)
TRANSITIONAL BUFFER 10' & 14'
WIDTH WITH 6' HIGH FENCE.
PARKING PERIMETER LANDSCAPING
INCORPORATED WITH BUFFER. (TYP.)
10.00' OPTION 3 - 10'
LANSDCAPE BUFFER
EXISTING TREE TO REMAIN (TYP.)
SHOVEL DUG BED
EDGE (TYP.)
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LIN
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
NCDOT SIGHT DISTANCE
TRIANGLE (TYP.)
NCDOT SIGHT DISTANCE
TRIANGLE (TYP.)
LIGHT (TYP.)
TYPICAL TREE PLANTING4
C17.0
TREE PLANTING ON
A SLOPE
3
C17.0
TYPICAL SHRUB
PLANTING
2
C17.0
TYPICAL GROUNDCOVER
PLANTING
1
C17.0
FP- 152 SF
(SOUTH)
SEE ROADWAY
IMPROVEMENTS PLANS C9.1
FOR DETAILED
INFORMATION
SEE SHEET C9.3 FOR
ADDITIONAL LANDSCAPE
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
SEE SHEET C9.3 FOR
ADDITIONAL LANDSCAPE
INFORMATION IN THE RIGHT OF
WAY SHOWN OFF THIS PAGE
SEE SHEET C9.3 FOR
ADDITIONAL LANDSCAPE
INFORMATION IN THE
RIGHT OF WAY
SEE SHEET C9.3 FOR
ADDITIONAL LANDSCAPE
INFORMATION IN THE
RIGHT OF WAY SHOWN
OFF THIS PAGE
SEE SHEET C9.3 FOR ADDITIONAL
LANDSCAPE INFORMATION IN THE
RIGHT OF WAY
14.00'
14.00' OPTION 3 - 10'
LANSDCAPE BUFFER
(4' EXCESS WIDTH)
SYMBOL CODE BOTANICAL / COMMON NAME
CANOPY TREE
QV QUERCUS VIRGINIANA `HIGH RISE`
HIGH RISE LIVE OAK
ZS ZELKOVA SERRATA `VILLAGE GREEN`
SAWLEAF ZELKOVA
UNDERSTORY TREES
CC CERCIS CANADENSIS `FOREST PANSY` TM
FOREST PANSY REDBUD
LN LAGERSTROEMIA X `NATCHEZ`
CRAPE MYRTLE
PS PRUNUS SERRULATA 'KWANZAN'
KWANZAN JAPANESE FLOWERING CHERRY
PY PRUNUS X YEDOENSIS 'AFTERGLOW'
AFTERGLOW YOSHINO CHERRY
SHRUBS
AE AZALEA ENCORE
ENCORE AZALEA
AZ AZALEA ENCORE `AUTUMN BRAVO` TM
AUTUMN BRAVO AZALEA
IB ILEX CORNUTA `DWARF BURFORD`
DWARF BURFORD HOLLY
IV ILEX VOMITORIA
YAUPON HOLLY
IN ILEX VOMITORIA `NANA`
DWARF YAUPON
MC MYRICA CERIFERA
WAX MYRTLE
OF OSMANTHUS X FORTUNEI
SWEET OLIVE
PA PENNISETUM ALOPECUROIDES 'HAMELN'
HAMELN FOUNTAIN GRASS
PM PODOCARPUS MACROPHYLLUS MAKI
SHRUBBY YEW
RM ROSA X 'MEIJOCOS'
PINK DRIFT® GROUNDCOVER ROSE
GROUND COVERS
CS CYNODON DACTYLON
BERMUDA GRASS (SEED)
CD CYNODON DACTYLON
BERMUDA GRASS (SOD)
LM LIRIOPE MUSCARI `MAJESTIC`
MAJESTIC LIRIOPE
PLANT SYMBOLS LEGEND
NATURAL UNDERSTORY
EXISTING TREE
OTHER
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
LANDSCAPE DATA AND LEGEND1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
LANDSCAPE PLAN2
C10.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
LANDSCAPE PLAN
LANDSCAPE DATA
REQUIREMENT REQUIRED PROPOSED
SECTION 5.4. LANDSCAPING AND BUFFERING
SEC. 5.3.2 - GENERAL STANDARDS FOR LANDSCAPING
PROVIDE 15 TREES PER DISTURBED ACRE
- 2.19 ACRES x15 TREES = 32.85 = 33 TREES 33 TREES
23 EXISTING
68 PROPOSED
91 TOTAL TREES
SEC. 5.4.3 - TRANSITIONAL BUFFER STANDARDS
NORTH - NO BUFFER REQUIRED, SEE STREET YARD
LANDSCAPING N/A N/A
SOUTH - NO BUFFER REQUIRED N/A N/A
EAST - TYPE A: OPAQUE BUFFER, OPTION 3: COMBINATION
FENCE & VEGETATION, SEE PLAN
10' WIDTH,
6' HIGH FENCE, 3'
HIGH SHRUBS &
50% VISUAL OPACITY
10' WIDTH,
6' HIGH FENCE, 3'
HIGH SHRUBS &
50% VISUAL OPACITY
WEST - NO BUFFER REQUIRED, SEE STREET YARD
LANDSCAPING N/A N/A
SEC 5.4.5 SCREENING
FOLLOWING USES SHIELDED FROM RESIDENTIAL USE WITH
100% OPAQUE WALL: DUMPSTER/TRASH, OUTSIDE STORAGE,
LOADING/UNLOADING; HVAC UNITS
YES YES
SCREENING BY LIVING OR NON-LIVING MATERIAL 8' IN
HEIGHT: REAR SIDE OF BUILDING ABUTTING ROW,
DUMPSTER/TRASH
YES YES
SEC 5.4.5.B: STANDARDS FOR PARKING LOT PERIMETER LANDSCAPING
LANDSCAPED STRIP ALONG ANY SIDE OF PARKING LOT
ABUTTING RESIDENTIAL ZONING DISTRICT
- 10' WIDTH
- 1 TREE FOR EVERY 20 LF OF PLANTING STRIP
- 320 LF / 20 = 16 TREES
16 TREES
7 EX.TREES
9 PROP. TREES
16 TOTAL TREES
(INCORPORATED W/
TRANS. BUFFER)
SEC 5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS (LI)
PROVIDE 8% OF TOTAL PARKING, LOADING, AUTOMOBILE
SALES, DRIVEWAYS, INTERNAL DRIVE AISLES AND OTHER
VEHICULAR/PEDESTRIAN USE AS INTERIOR LANDSCAPED
AREAS
- 62,410 SF x 0.08 = 4,992.8 SF INTERIOR LANDSCAPE AREA
8%
4,993 SF
8%
5,992 SF
1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1
TREE PER LANDSCAPE ISLAND
- 4,964 SF / 144 SF = 34.47 = 34 TREES REQUIRED
34 TREES 34 TREES
MIN 75% CANOPY TREES
- 34 TREES (.75) = 25.5 = 26 CANOPY TREES REQUIRED 26 CANOPY TREES 26 CANOPY TREES
SEC 5.4.6 STREETYARD LANDSCAPING
PRIMARY STREETYARD AREA (CAROLINA BEACH ROAD)
- 12.5' MIN STREET YARD WIDTH
- 37.5' MAX STREET YARD WIDTH
- 25 SF FOR EVERY LINEAR FOOT OF STREET YARD
- 263 LF FRONTAGE X 25 = 6,575 SF AREA
6,575 SF 6,885 SF
PRIMARY STREETYARD PLANTS (CAROLINA BEACH RD.)
- 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3
UNDERSTORY TREES (OVERHEAD POWER) AND 6 SHRUBS
- 6,575 SF / 600 = 10.96 = 11 CANOPY TREES
- 6,575 SF / 600 X 6 = 65.75 = 66 SHRUBS
11 CANOPY TREES
&
66 SHRUBS
5 CAN. TREES
2 EX. TREES
12 UND. TREES
11 TOTAL TREE
CREDITS & 66
SHRUBS
SECONDARY STREETYARD AREA (GOLDEN ROAD)
- 12.5' MIN STREET YARD WIDTH
- 37.5' MAX STREET YARD WIDTH
- 25 SF FOR EVERY LINEAR FOOT OF STREET YARD
- 269 LF FRONTAGE X 25 X 0.5 = 3,363 SF AREA
3,363 SF 5,064 SF
SECONDARY STREETYARD PLANTS (GOLDEN ROAD)
- 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3
UNDERSTORY TREES (OVERHEAD POWER) & 6 SHRUBS
- 3,363 SF / 600 = 5.6 = 6 CANOPY TREES
- 3,363 SF / 600 X 6 = 33.63 = 34 SHRUBS
6 CANOPY TREES &
34 SHRUBS
3 CAN. TREES
9 UND. TREES
6 TOTAL TREE
CREDITS & 34
SHRUBS
SEC. 5.4.8. - FOUNDATION PLANTINGS (FP)
12% OF THE BUILDING FACE ADJACENT TO THE PARKING
AREA OR INTERNAL DRIVE
NORTH
- 12% OF THE BUILDING FACE ADJACENT TO THE
PARKING AREA OR INTERNAL DRIVE
- 1,270 SF X 0.12 = 152 SF
152 SF 159 SF
SOUTH
- 12% OF THE BUILDING FACE ADJACENT TO THE
PARKING AREA OR INTERNAL DRIVE
- 1,270 SF X 0.12 = 152 SF
152 SF 152 SF
EAST - REQUEST EXEMPTION DUE DRIVE-UP SERVICES N/A N/A
WEST
- 12% OF THE BUILDING FACE ADJACENT TO THE
PARKING AREA OR INTERNAL DRIVE
- 2,360 SF X 0.12 = 283 SF
283 SF 283
NOTE: PLACE DeWITT 15 YEAR WEED BARRIER WOVEN POLYPROPYLENE OR
APPROVED EQUAL IN ALL PLANTED BEDS AND AT EACH TREE RING
\\
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DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
STOREFRONT BUMPER POST1
C11.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
SITE DETAILS
DETAIL NOT USED2ALTERNATE CURBING4
AIR MACHINE PAD DETAILS3BUMPERPOST LAYOUT DETAIL AT SIDEWALK5FLAGPOLE DETAIL7
FLAGPOLE FOUNDATION8 DRIVE THRU CURB AND PAD DETAIL6
LEGEND
HEIGHT
POLE
40'
35'
SLEEVE
SIZE
10" DIA.
12" DIA.
A
42"
48"
B
22" DIA.
24" DIA.
COLLAR
BASE
SIZE
12" DIA.
16" DIA.
FLAGPOLE
METAL COLLAR
FURNISHED WITH
FLAGPOLE
finished GRADE
CAULK
refer to flag
pole detail for
pole information
SAND FILL
TUBE FORM
SQUARE OFF TOP
1'-0" OF FOUNDATION
SONOTUBE
SAND FILL
TREATED LUMBER
WEDGE (TYP.)
CAST-IN PLACE
CONCRETE
LIGHTNING RODS, BASE
PLATES AND CORRUGATED
METAL SLEEVE FURNISHED
WITH FLAGPOLE
B
FLAGPOLE FOUNDATION
SCALE: NO SCALE
FLAGPOLE
FOUNDATION
DATE BY DESCRIPTION
REVISIONS
SCALE:
DATE:
DRAWN BY:
11/10/2023
DAH
12
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5
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6"
TRANSITION CURB
ISOMETRIC
NOT TO SCALE
CONCRETE CURB
AND GUTTER
FLUSH CURB
TRANSITION CURB
NOT TO SCALE
FLUSH CURB
NOT TO SCALE
.25".25" TO 6"
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2023.11.037-8-2024
C11.1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
SITE DETAILS
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
FLAGPOLE LIGHT FOUNDATION1
FLAGPOLE AND LIGHT FOUNDATION LAYOUT PLAN26" OR 8" PIPE BOLLARD4
CURB AND GUTTER3SITE PAVEMENT DETAILS5CONCRETE/ASPHALT PAVEMENT TRANSITION DETAILS7
CONCRETE / ASPHALT CHAMFER DETAIL8 PRECAST CONCRETE GREASE INTERCEPOR6
18"
ASPHALT
CONCRETE
locations:
ust PADs
gas canopy pads
parking areas
dumpster
other concrete / asphalt transitions
CONCRETE / ASPHALT chamfer
SCALE: NO SCALE
CONCRETE/ASPHALT
CHAMFER DETAIL
DATE BY DESCRIPTION
REVISIONS
SCALE:
DATE:
DRAWN BY:
11/10/2023
DAH
28
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flag pole
foundation
flag pole light
foundation
1" DIA. RIGID CONDUIT
FLAGPOLE
8'-0"
(MAY VARY)
NOTE: CONTRACTOR/INSTALLER SHALL LOCATE LIGHT FIXTURE
SO AS TO SHINE AWAY FROM ADJACENT ROADS AND/OR
PROPERTIES
FLAGPOLE LIGHT FOUNDATION PLAN
SCALE: NO SCALE
FLAGPOLE AND LIGHT
FOUNDATION LAYOUT PLAN
DATE BY DESCRIPTION
REVISIONS
SCALE:
DATE:
DRAWN BY:
11/10/2023
DAH
14
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2023.11.037-8-2024
C11.2
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
SITE DETAILS
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
FLUSH POLE DETAIL1
PRIVACY FENCE DETAIL2PROPANE LOCKER AT BUILDING3
GUARDRAIL DETAIL7
GUARDRAIL DETAIL8 CONCRETE MEDIAN5
E-STOP STANDARD DETAIL4
FENCE DETAIL @ SEATING AREA6
6"
2'-
0
"
1'
-
4
"
3'
-
1
1
/
2
"
8'-0"
CONCRETE
SIDEWALK
1'-0"
12" DIA TUBE
ANCHOR FENCE POSTS
IN HYDRAULIC CEMENT,
TYP EA POST
4" ID X 16" PVC
SLEEVE, SET TOP
FLUSH WITH PAVERS
2 1/2" SQ X
.100" POSTS
8' to 10'
COLOR BEIGE
PUTHTHERE
FINISHED
GRADE
3' MIN.
CONCRETE PER
FENCE COMPANY
REQUIREMENTS
VINYL BOARD ON BOARD FENCE
SCALE: N.T.S.
AS NOTED
06/19/2023
DAH
39G:\
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NOTE: FENCING TO BE BUFFTECH, SHERWOOD
MOLDED PANEL FENCING, 6' X 6' PANELS, COLOR
WALNUT BROWN. CONTRACTOR TO SUBMIT SHOP
DRAWING FOR REVIEW AND APPROVAL
6'
6'
WALNUT BROWN
\\
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2023.11.037-8-2024
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
DUMPSTER ENCLOSURE1
C11.3
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
SITE DETAILS
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2023.11.037-8-2024
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
PAVEMENT MARKINGS - LINE TYPE & OFFSETS1
C11.4
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
SITE DETAILS
PAVEMENT MARKINGS - LINE TYPE & OFFESTS2
HANDICAP SIGN3
RESERVED
PARKING
MAXIMUM
PENALTY
$250
GS 20-37.6
12"
SIGN R7-8D
SIGN APPROVED FOR USE
UNDER GENERAL STATUE 20-37.6
3/8" (TYP)
3/8" (TYP)
12"
SIGN R7-8
SIGN APPROVED FOR USE
UNDER GENERAL STATUE 20-37.6
STANDARD COLORS (ALL SIGNS:
BACKGROUND - WHITE
LETTERING/BORDER - GREEN
ARROW - GREEN
FIGURE - WHITE ON BLUE FIELD
CORNER RADIUS - 1 12" (TYPICAL)
VAN
ACCESSIBLE
12"
VAN ACCESSIBLE SIGN
SIGN APPROVED FOR USE
UNDER GENERAL STATUE 20-37.6
VAN ACCESSIBLE SIGN
(AS REQUIRED)
RESERVED
PARKING R7-8
R7-8E
R7-8D
MAXIMUM
PENALTY$250
GS 20-37.6
12"
SIGN R7-8E
THIS SIGN MAY BE USED IN
PLACE OF SIGNS R7-8/R7-8D
GENERAL NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE
IDENTIFIED BY ABOVE-GROUND SIGNS ONLY.
2. NEW SPACES SHALL NOT USE GROUND-PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO STRIPED OFF ONLY:
BLUE COLORING IS NOT NECESSARY NOR REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK ON LIGHT
PAVEMENT. (VDOT)
CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN.
CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN.
FINISHED GRADE
26
"
18
"
60
"
84
"
CO
N
D
I
T
I
O
N
2
CO
N
D
I
T
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O
N
1
9"
9"
51
"
CO
N
D
I
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N
2
CO
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D
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1
75
"
CONCRETE SPECIFICATION4
SHEETZ CONCRETE SPECIFICATION
EXTERIOR SITE CONCRETE
STRENGTH 4000 PSI (PER ACI 318)
MIN. CEMENT FACTOR 588# (6.25 BAGS)
MAX. W/C 0.45
ENTRAINED AIR 4.5% - 7.5%
SLUMP 4" MAX. UNLESS HRWR OR MID
RANGE WR; THEN 6" - 8"
WATER REDUCER NORMAL TYPE A
RETARDER NORMAL TYPE D AS NEEDED
(REQUIRED IF CONCRETE TEMPERATURE
EXCEEDS 85° F)
CONCRETE TEMPERATURE 50° - 90° F
ACCELERATOR NON-CHLORIDE TYPE ONLY
THE USE OF CALCIUM CHLORIDE IS PROHIBITED!!
FIBER*112" @ 1.5#/C.Y. (AS FIBERMESH 300
OR EQUIVALENT)
*NOTE: FIBER REQUIREMENT MAY BE WAIVED, SITE SPECIFIC, AT
OWNER'S DISCRETION.
REQUIRED SUBMITTALS
1. FORMAL MIX DESIGN FORM
2. SUPPORTING STRENGTH DATA PER ACI 318
3. CEMENT MILL CERTIFICATION
4. ADMIXTURE CERTIFICATION AND CATALOG CUTS
5. FIBER TYPE AND DATA SHEETS
6. AGGREGATE CERTIFICATION AND GRADATION (COARSE AND FINE)
7. READY MIX SUPPLIER TO TEST FIRST LOAD ON SITE TO CONFIRM
ENTRAINED AIR*, SLUMP, AND TEMPERATURE (*INFORMATION ONLY
FOR NON-AIR CONCRETE)
8. ANY ADDED WATER MUST BE RECORDED ON DELIVERY TICKET
THE ABOVE LISTED SUBMITTAL DATA IS IN GENERAL COMPLIANCE WITH THE
GUIDELINES GIVEN IN ACI 301 AND ACI 318. THE CONCRETE SUPPLIER MUST
BE FAMILIAR WITH THESE DOCUMENTS.
PAVEMENT MARKINGS - SYMBOLS & WORD MESSAGES5
PAVEMENT MARKINGS - INTERSECTIONS6
PAVEMENT MARKINGS - INTERSECTIONS7
PAVEMENT MARKINGS - TURN LANES8
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2023.11.037-8-2024
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
RAISED PAVEMENT MARKERS1
C11.5
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
----
SITE DETAILS
RAISED PAVEMENT MARKERS2
RAISED PAVEMENT MARKERS3
RAISED PAVEMENT MARKERS4
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2023.11.037-8-2024
NTSTEMPORARY SILT FENCING2
HARDWARE CLOTH AND GRAVEL INLET PROTECTION3
NTSSILT FENCE OUTLET4
NTSCONSTRUCTION ENTRANCE1
NOTES:
1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH
WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET
ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH
UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED.
3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES
LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE
FROM THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE
INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES ARE
INSTALLED TO PREVENT OFF-SITE SEDIMENT-RUNOFF.
STEEL POSTS 2 FT IN
GROUND.
19-GAUGE & 0.25" MESH
OPENING HARDWARE CLOTH
EXTENDS MIN. 2 FT ABOVE
GROUND.
NCDOT #5 OR #57 WASHED STONE
PLACED TO A HEIGHT OF 16"
MINIMUM ABOVE TOP OF BOX
@ 2:1 SLOPE.
NTSDANDY SACK INLET PROTECTION5
NTSCHECK DAM9
STORM
SEWER GRATE
REINFORCED
CORNERS
MANAGEABLE
2 FOOT
CONTAINMENT AREA
LIFT
STRAPS
OPTIONAL
OVERFLOW
PORTS
DUMPING
STRAPS
STORM
INLET
DANDY SACK
Ô
Ô
Ô
Grab Tensile Strength ASTM D 4632 kN (lbs)1.78 (400) x 1.40 (315)
Grab Tensile Elongation ASTM D 4632 %15 x 15
Puncture Strength ASTM D 4833 kN (lbs)0.67 (150)
Mullen Burst Strength ASTM D 3786 kPa (psi)5506 (800)
Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.67 (150) x 0.73 (165)
UV Resistence ASTM D 4355 %90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft )2852 (70)
Permittivity ASTM D 4491 Sec 0.90-1
Ô
Grab Tensile Strength ASTM D 4632 kN (lbs)1.62 (365) X 0.89 (200)
Grab Tensile Elongation ASTM D 4632 %24 X 10
Puncture Strength ASTM D 4833 kN (lbs)0.40 (90)
Mullen Burst Strength ASTM D 3786 kPa (psi)3097 (450)
Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.51 (115) X 0.33 (75)
UV Resistence ASTM D 4355 %90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft )5907 (145)
Permittivity ASTM D 4491 Sec 2.1-1
Ô
N/AGUTTERBUDDY6
NOTES:
1.PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3.EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
4.SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF
THE UPPER DAM.
5.PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6.MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7.ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE
OR BLOCKAGE FROM DISPLACED STONES.
8.REPLACE STONE WHEN CHECK DAM NO LONGER DRAINS AS DESIGNED.
CLASS B RIP-RAP
NO.5 OR NO.57 STONE
12" MIN. THICKNESS
NON-WOVEN
FILTER FABRIC
PLAN VIEW
CROSS-SECTION VIEW
1 2
NON-WOVEN
FILTER FABRIC
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C12.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
EROSION CONTROL DETAILS
NTSTYPICAL TREE PROTECTION10
ORANGE SAFETY FENCE
OR ORANGE SILT FENCE
(TYPICAL)
CRZ
NOTE
TREES TO BE SAVED WILL BE
CLEARLY MARKED PRIOR TO
CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE
INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL
DIRECTLY BENEATH THE TREE
EXTENDING OUT TO THE TIPS OF
THE OUTERMOST BRANCHES.
FENCING SHALL INCLUDE SIGNS
EVERY 50' WITH MIN. 2 SIGNS.
SEE ABOVE FOR SIGN.
3' MIN
DBH
8' MAX
NTSDETAIL NOT USED7
TEMPORARY WATTLE / CHECK DAM8
NOTES:
1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND
DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
BOTTOM OF THE SWALE.
2' UPSLOPE &
DOWNSLOPE
STAKES, TYP.
SECURE WATTLE
WITH UPSLOPE AND
DOWNSLOPE STAKES
AND STAPLES.
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
AND 8' MIN. ON DOWNSLOPE
20'-
0
"
MIN.
6"
PUB
L
I
C
R
O
A
D
2"-3" COARSE
AGGREGATE OR
#4 STONE
50'
M
I
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A
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B
E
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I
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A
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A
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B
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N
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.
SILT FENCE
2'
MIN1' - 6"
1' - 6"
MIN.
SILT FENCE
3' MAX.16"-18"1 2
FLO
W
TOP VIEW
FRONT VIEW
NOTE
STRUCTURAL STONE SHALL BE
(CLASS "B") STONE FOR EROSION
CONTROL PURPOSES. SEDIMENT
CONTROL STONE SHALL BE NO.
5 OR NO. 57 STONE.
SEDIMENT
CONTROL
STONE
STRUCTURAL
STONE
SILT FENCE SHALL
REMAIN IN PLACE AND
BE FOLDED OVER TO
ACCOMMODATE OUTLET.
SILT FENCE
POST
BOTTOM STRAND MIN. #14 GUAGE
TOP STRAND MIN. #14 GUAGE
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
MI
N
.
2
'
-
0
"
2'-
0
"
STEEL POST
FILL
S
L
O
P
E
MA
X
.
2
'
-
0
"
STAY AND LINE WIRES MIN. #14 GUAGE
4" X 8" TRENCH
LINED W/ 12" OF
FABRIC AND
COMPACTED FILL
ON TOP
NOTES:
1.WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF
6-INCHES.
2.SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER,
WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3.SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT
FENCE USING THE SLICING METHOD MACHINERY.
6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE
SECTION
ELEVATION
GROUND
LINE
STEEL STAKE
STEEL STAKE
NOTES:
1.INSPECT GUTTERBUDDY WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1 INCH OR GREATER).
2.REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS.
3.REPLACE GUTTERBUDDY IF CLOGGED OR DAMAGED.
4.IF PONDING BECOMES EXCESSIVE, REPLACE WITH A DIFFERENT MEASURE.
5.REINSTALL GUTTERBUDDY IF UNDERMINED OR DISLODGED.
6.INSPECT GUTTERBUDDY UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA UPSTREAM OF THE MEASURE HAS BEEN PERMANENTLY
STABILIZED.
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2023.11.037-8-2024
NTSNCG01 GROUND COVER & MATERIALS HANDLING1
NTSNCG01 SELF-INSPECTION2
NTSPERMANENT SEEDING AND RECOMMENDATIONS3
NTSTEMPORARY SEEDING RECOMMENDATIONS4
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C12.1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
EROSION CONTROL DETAILS
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2023.11.037-8-2024
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C13.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
GRADING & DRAINAGE DETAILS
NTSFRAME GRATE AND HOOD - FOR USE ON STD. CATCH BASIN - 2 OF 24
NTSDROP INLET FRAME AND GRATES - FOR USE WITH STD. DWGS 840.14 & 840.156
NTSANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE7
NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE8
NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER - 12" THRU 48" PIPE9
NTSFRAME, GRATES, AND HOOD - FOR USE ON STD. CATCH BASIN - 1 OF 25
NTSCONCRETE CATCH BASIN - 12" THRU 54" PIPE - 2 OF 21
NTSCONCRETE DROP INLET - 12" THRU 30" PIPE3
NTSCONCRETE CATCH BASIN - 12" THRU 54" PIPE - 1 OF 22
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7-8-2024
C13.1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
GRADING & DRAINAGE DETAILS
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
NTSMETHOD OF PIPE INSTALLATION - FLEXIBLE PIPE - 1 OF 26
NTSMETHOD OF PIPE INSTALLATION - RIGID PIPE - 2 OF 25
NTSDRAINAGE STRUCTURE STEPS1
NTSCATCH BASIN SNOUTS3
NTSPAVEMENT REPAIRS - FOR SUPERPAVE MIX TYPES2
NTSRIPRAP APRON OUTLET7
NTSPRECAST CONCRETE ENDWALL8
A A
PLAN
NO WELL-DEFINED CHANNEL
3d d
La
t oo
NCDOT CLASS B (d50=8")
EROSION CONTROL STONE
ON A LAYER OF 4" NCDOT
#5 OR #57 STONE
NON-WOVEN
FILTER FABRIC
NOTES:
1.IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP
THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF
THE BANK, WHICHEVER IS LESS.
2.REINFORCEMENT SHALL CONFORM TO THE
REQUIREMENTS OF REINFORCED CONCRETE PIPE OF
LIKE DIAMENTER PER AASHTO M170, TABLE 2, WALL B.
3.ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE
STRENGTH.
4.PROVIDE TONGUE OR SPIGOT JOINT AT INLET END
SECTION.
5.PROVIDE GROOVE OR BELL JOINT AT OUTLET END
SECTION.
6.THE DIMENSIONS FOR END SECTIONS SHALL
SUBSTANTIALLY AGREE WITH THE TABLE ABOVE.
MINOR VARIATIONS WILL BE PERMITTED BASED ON
THE MANUFACTURER’S STANDARD FORMS AND
TEMPLATES.
SECTION
RIPRAP LOCATIONS
SCM 1 - OUTFALL
RIP-RAP APRON SCHEDULE
SPECIFICATIONS
GOLDEN RD
CULVERT 1
GOLDEN RD
CULVERT 2
GOLDEN RD
CULVERT 3
CAROLINA BEACH RD
CULVERT 1
CAROLINA BEACH RD
CULVERT 2
CAROLINA BEACH RD
CULVERT 3
NTSMANHOLE FRAME AND COVER4
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7-8-2024
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
COMMERIAL WATER SERVICE - 1 1/2" OR 2" METERS1
C14.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
UTILITY DETAILS
SAMPLING STATION3SEWER SERVICE CONNECTION - SHORT SIDE5
FIRE HYDRANT ASSEMBLY4SEWER SERVICE CONNECTION - TYPICAL CLEAN OUT6
STANDARD NOTES7
2000 GALLON GREASE INTERCEPTOR8 REDUCED PRESSURE PRINCIPLE ASSEMBLY2
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C14.1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
0
UTILITY DETAILS
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
NCDOT PAVEMENT REPAIRS1
PIPE EMBEDMENT TYPES2
VALVE DETAIL3
TRACER WIRE DETAIL4
TAPPING SLEEVE AND VALVE ASSEMBLY5
THRUST BLOCK6
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7-8-2024
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C15.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
ROADWAY IMPROVEMENTS DETAILS
TEMPORARY SHOULDER CLOSURE2
PARALLEL PIPE END SECTION1STANDARD NCDOT DETAIL REFERENCES3
FULL DEPTH PAVEMENT SECTION4
TYPICAL WIDENING SECTION5
THE FOLLOWING ROADWAY STANDARDS AS INCLUDED IN "ROADWAY
STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N. C. DEPARTMENT OF
TRANSPORTATION - RALEIGH, N. C., DATED JANUARY 2024, ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF
THESE PLANS:
200.02 METHOD OF CLEARING - METHOD II
300.01 METHOD OF PIPE INSTALLATION
1101.01 WORK ZONE WARNING SIGNS
1101.02 TEMPORARY LANE CLOSURES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01 STATIONARY WORK ZONE SIGNS
1110.02 PORTABLE WORK ZONE SIGNS
1130.01 DRUMS
1135.01 CONES
1150.01 FLAGGING DEVICES
1180.01 SKINNY - DRUM
1605.01 TEMPORARY SILT FENCE
1632.02 ROCK INLET SEDIMENT TRAP TYPE B
1633.02 TEMPORARY ROCK SILT CHECK TYPE
NON-RUTTING , COMPACTED
SUBGRADE, 98 PERCENT OF THE
STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698)
ASPHALT CONCRETE
INTERMEDIATE COURSE,
TYPE I19.0C
ASPHALT CONCRETE
BASE COURSE,
TYPE B25.0C
3.0'
MIN.
ROAD WIDENING
(VARIABLE WIDTH)
NEW PAVEMENT - FULL DEPTH
(SEE DETAIL 3/THIS SHEET FOR
PAVEMENT CROSS-SECTION)
EXISTING EDGE
OF PAVEMENT
EXISTING
PAVEMENT
TIE NEW
PAVEMENT TO
EXISTING
1.5"/3" MILL AND
OVERLAY OVER
EXISTING PAVEMENT
NOTE:
·ANY OVERLAY OF EXISTING PAVEMENT IS TO BE A MINIMUM OF 1.5" S9.5C.
·EXISTING ASPHALT TO BE MILLED 1-FOOT INSIDE OF THE EXISTING SOLID
LANE STRIPING AND MAKE LAP JOINT.
ASPHALT CONCRETE
SURFACE COURSE,
TYPE S9.5C
1.5"
3"
5.5"
TYPICAL RESIDENTIAL DRIVEWAY SECTION6
NON-RUTTING , COMPACTED
SUBGRADE, 98 PERCENT OF THE
STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698)
ASPHALT CONCRETE
BASE COURSE,
TYPE B25.0C
ASPHALT CONCRETE
SURFACE COURSE,
TYPE S9.5C
3"
3"
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DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
STORM WATER CONTROL MEASURE ENLARGEMENT & DETAILS1
C16.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
STORM WATER CONTROL MEASURE
ENLARGEMENT & DETAILS
MANHOLE RING
AND COVER
SWMH-1A
PLACE 1/2" MESH
GALVANIZED HARDWARE
CLOTH OVER PIPE TRENCH
OUTLET WITH STAINLESS
STEEL FASTENERS.
INFLOW/OUTFLOW STRUCTURE DETAIL
NOT TO SCALE
4" THICK CONCRETE WEIR
WALL ELEVATION 35.21
SEE WEIR PLACEMENT IN
STRUCTURE ON
STORMTECH DETAIL 2 OF 5
INVERT IN (D)
SEE TABLE (F)
SEE TABLE (F)
RIM ELEVATION (A)
TEMPORARY POOL ELEVATION: 35.21'
GRATE AND HOOD COVER
OUTFALL SIDE OF WEIR WALL
SUMP
BOX SUMP INVERT (C)
SEE TABLE (F)
RIM ELEVATION (A)
CI-1B
42" BYPASS
OUTFALL
PIPE
FULL LENGTH CURB INLET
GRATE CASTING
INFLOW SIDE OF WEIR WALL
INV OUT (E)
JB-OUT
RIM ELEVATION (A)
PIPE
FROM
SCM-1
SCM-1
INFLOW/OUTFLOW STRUCTURE TABLE
WEIR
ELEVATION
(B)
RIM
ELEVATION
(A)
PIPE
INVERT IN
(D)
SUMP
ELEVATION
(C)
SWMH-
1A
33.00'
N/A
35.21'
38.26'
PIPE
INVERT OUT
(E)33.63'
WEIR CREST
LENGTH
30.00'
38.31'
CI-1B JB-OUT
40.48'
35.21'35.21'
5.00'7.07'7.07'
N/A
33.63'
34.15'
32.81'
33.63'
STRUCTURE
WIDTH
(F)5.00'5.00'5.00'
INVERT IN (D)
24" HP
INLET
PIPE
30" HP
INLET
PIPE
IP
IP IPIP
IPIP
4" THICK CONCRETE WEIR
WALL ELEVATION 35.21
SEE WEIR PLACEMENT IN
STRUCTURE ON
STORMTECH DETAIL 2 OF 5
PLACE 1/2" MESH
GALVANIZED HARDWARE
CLOTH OVER PIPE TRENCH
OUTLET WITH STAINLESS
STEEL FASTENERS.4" THICK CONCRETE WEIR
WALL ELEVATION 35.21
SEE WEIR PLACEMENT IN
STRUCTURE ON
STORMTECH DETAIL 2 OF 5
INVERT IN (D)
INV OUT (E)
INV OUT (E)
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EQUAL TO THE
PLANT SPACING
AS SPECIFIED
(TYP.)
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO
REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.
6"
M
I
N
.
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PLANT SPACING
AS SPECIFIED
(TYP.)
PLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
1'-0" O.C.10" O.C.
1'-6" O.C.1'-4" O.C.
2'-0" O.C.1'-9" O.C.
2'-6" O.C.2'-2" O.C.
3'-0" O.C.2'-7" O.C.
3'-6" O.C.3'-0" O.C.
4'-0" O.C.3'-6" O.C.
SPACING (A)ROW OFFSET (B)
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
7'-0" O.C.6'-1" O.C.
8'-0" O.C.6'-11" O.C.
9'-0" O.C.7'-10" O.C.
10'-0" O.C.8'-8" O.C.
A
B
PLANT SPACING
PLAN
A
TOPSOIL PER
SPECIFICATIONS
SHRUB AS SPECIFIED
PER LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
ROOT CROWN
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
SHRUB ROOT BALL
PLANTING BED EDGE
SHRUB
SECTION
1"
M
I
N
.
6" MIN.
6"
M
I
N
.
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N
D
E
D
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E
D
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PLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
6" O.C.5" O.C.
8" O.C.7" O.C.
12" O.C.10" O.C.
15" O.C.1'-1" O.C.
18" O.C.1'-4" O.C.
SPACING (A)ROW OFFSET (B)
24" O.C.1'-9" O.C.
36" O.C.2'-7" O.C.
4'-0" O.C.3'-6" O.C.
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
TOPSOIL PER
SPECIFICATIONS
PLANT AS SPECIFIED PER
LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
TREE TRUNK
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
GROUND COVER ROOT
BALL
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
EQUAL TO
THE PLANT SPACING
AS SPECIFIED (TYP.)
PLANT SPACING
AS SPECIFIED (TYP.)
SECTION
1"
M
I
N
.
4" MIN.
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO
REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.
A
B
PLANT SPACING
PLAN
A
PLANTING BED EDGE
SHRUB
STAKING
PLAN
2 TO 3 TIMES THE
ROOT BALL DIAMETER
6"
GENERAL NOTES:
A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B.SCARIFY BOTTOM AND SIDES OF PLANT PIT.
C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
D.DO NOT WRAP TREE TRUNK.
E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
NORTH.
F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,
HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
2"5"
120°
4" DEEP SHOVEL DUG
"V" TRENCH, SEE
LANDSCAPE PLAN
FOR LOCATIONS
"ARBORTIE" HEAVY DUTY
TREE GUY STRAPPING,
COLOR TO BE GREEN, 900LB
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW
SLIGHT MOVEMENT IN TREE
NATIVE SUBGRADE
TREE AS SPECIFIED PER
LANDSCAPE PLAN(S)
MULCH AS SPECIFIED,
KEEP 6" AWAY FROM
TREE TRUNK
LOOP STRAPPING JUST
ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
MANUFACTURER'S
RECOMMENDATION FOR
TYING METHOD
PULL BACK TOP 14 OF
BURLAP, TWINE TIES AND
WIRE BASKET, LEAVE
REMAINDER AROUND
ROOT BALL
FINISH GRADE
2" X 2" X 30" UNTREATED
LUMBER STAKES (TYP.), (3)
TOTAL EQUALLY SPACED
AROUND TREE, INSTALL
OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
MIXTURE
BALLED AND BURLAP
ROOT BALL
PLANTING SOIL
ROOT FLARE TO BE SET
2" ABOVE EXISTING
GRADE
PREVAILING
WINDS
STAKE
TRUNK
COMPACTED NATIVE
SOIL PEDESTAL
SECTION
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MAX
SLO
P
E
1
:
1
ORIGINAL GRADE
STAKING
PLAN
2 TO 3 TIMES THE
ROOT BALL DIAMETER
6"
GENERAL NOTES:
A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B.SCARIFY BOTTOM AND SIDES OF PLANT PIT.
C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
D.DO NOT WRAP TREE TRUNK.
E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
NORTH.
F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,
HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
2"4"
120°
4" DEEP SHOVEL
DUG "V" TRENCH,
SEE LANDSCAPE
PLAN FOR
LOCATIONS
"ARBORTIE" HEAVY DUTY
TREE GUY STRAPPING,
COLOR TO BE GREEN, 900LB
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW
SLIGHT MOVEMENT IN TREE
NATIVE SUBGRADE
TREE AS SPECIFIED PER
LANDSCAPE PLAN(S)
MULCH AS SPECIFIED,
KEEP 6" AWAY FROM
TREE TRUNK
LOOP STRAPPING JUST
ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
MANUFACTURER'S
RECOMMENDATION FOR
TYING METHOD
PULL BACK TOP 14 OF
BURLAP, TWINE TIES AND
WIRE BASKET, LEAVE
REMAINDER AROUND
ROOT BALL
FINISH GRADE
2" X 2" X 30" UNTREATED
LUMBER STAKES (TYP.), (3)
TOTAL EQUALLY SPACED
AROUND TREE, INSTALL
OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
MIXTUREBALLED AND BURLAP
ROOT BALL TOPSOIL
ROOT FLARE TO BE SET
2" ABOVE EXISTING
GRADE
PREVAILING
WINDS
STAKE
TRUNK
COMPACTED NATIVE
SOIL PEDESTAL
SECTION
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
CODE BOTANICAL / COMMON NAME SIZE CALIPER HEIGHT QTY ADJ SHEETZ LS ALL REMARKS
CANOPY TREE
QV QUERCUS VIRGINIANA `HIGH RISE`
HIGH RISE LIVE OAK
B & B 2.5" CAL.12`-14` HT.25 25 SINGLE DOMINANT LEADER, UNIFORM
CANOPY & MATCHED
ZS ZELKOVA SERRATA `VILLAGE GREEN`
SAWLEAF ZELKOVA
B & B 2" CAL.10`-12` HT.17 17 SINGLE DOMINANT LEADER, UNIFORM
CANOPY & MATCHED
UNDERSTORY TREES
CC CERCIS CANADENSIS `FOREST PANSY` TM
FOREST PANSY REDBUD
B & B 1.5" CAL.8`-10` HT.9 9 SINGLE DOMINANT LEADER, UNIFORM
CANOPY & MATCHED
LN LAGERSTROEMIA X `NATCHEZ`
CRAPE MYRTLE
B & B 2" CAL.10`-12` HT.21 21 MULTISTEM, MAX FOUR DOMINANT
LEADERS, UNIFORM CANOPY & MATCHED
PS PRUNUS SERRULATA 'KWANZAN'
KWANZAN JAPANESE FLOWERING CHERRY
B & B 1.5" CAL.6`-8` HT.5 5 UNIFORM CANOPY & MATCHED
PY PRUNUS X YEDOENSIS 'AFTERGLOW'
AFTERGLOW YOSHINO CHERRY
B & B 1.5" CAL.6`-8` HT.1 1 UNIFORM CANOPY & MATCHED
CODE BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING QTY ADJ SHEETZ LS ALL REMARKS
SHRUBS
AE AZALEA ENCORE
ENCORE AZALEA
3 GAL.24" HT. MIN.18"-24" SPD.4` O.C.31 31 UNIFORM HEAD & MATCHED
AZ AZALEA ENCORE `AUTUMN BRAVO` TM
AUTUMN BRAVO AZALEA
3 GAL.18"-24" HT.18"-24" SPD.4` O.C.12 12 UNIFORM HEAD & MATCHED
IB ILEX CORNUTA `DWARF BURFORD`
DWARF BURFORD HOLLY
7 GAL.36" HT. MIN.36"-48" SPD.6` O.C.10 10 UNIFORM HEAD & MATCHED
IV ILEX VOMITORIA
YAUPON HOLLY
7 GAL.24"-30" HT.24"-30" SPD.8` O.C.16 16 UNIFORM HEAD & MATCHED
IN ILEX VOMITORIA `NANA`
DWARF YAUPON
3 GAL.24" HT. MIN.18"-24" SPD.3` O.C.67 67 UNIFORM HEAD & MATCHED
MC MYRICA CERIFERA
WAX MYRTLE
15 GAL 36"-48" HT.36"-48" SPD.8` O.C.18 18 UNIFORM HEAD & MATCHED
OF OSMANTHUS X FORTUNEI
SWEET OLIVE
7 GAL.24"-30" HT.24"-30" SPD.8` O.C.3 3 UNIFORM HEAD & MATCHED
PA PENNISETUM ALOPECUROIDES 'HAMELN'
HAMELN FOUNTAIN GRASS
3 GAL.15"-18" HT.15"-18" SPD.3` O.C.15 15 UNIFORM & MATCHED
PM PODOCARPUS MACROPHYLLUS MAKI
SHRUBBY YEW
3 GAL.36" HT. MIN.24"-30" SPD.3.5` O.C.10 10 UNIFORM HEAD & MATCHED
RM ROSA X 'MEIJOCOS'
PINK DRIFT® GROUNDCOVER ROSE
1 GAL.12"-15" HT.12"-15" SPD.2` O.C.25 25 UNIFORM & MATCHED
CODE BOTANICAL / COMMON NAME SIZE SPACING SPACING QTY ADJ SHEETZ LS ALL REMARKS
GROUND COVERS
CS CYNODON DACTYLON
BERMUDA GRASS (SEED)
SEED 3 LBS / 1000 SF 6,178 SF 6,178 SF MATCHED
CD CYNODON DACTYLON
BERMUDA GRASS (SOD)
SOD 27,598 SF 203 SF 27,395 SF
LM LIRIOPE MUSCARI `MAJESTIC`
MAJESTIC LIRIOPE
4" POT 18" O.C.18" o.c.233 233 MATCHED
PLANT SCHEDULE
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018 C17.0
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC
TRC
0
LANDSCAPE DETAILS
NTSTREE PLANTING4
NTSTREE ON A SLOPE PLANTING3 NTSGROUNDCOVER PLANTING1
NTSSHRUB PLANTING2
NTSPLANT SCHEDULE5
NTSLANDLOK TURF REINFORCEMENT MATTING6
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GOLDEN ROAD
SR-1524
PROPERTY LINE
PR
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L
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PROPERTY LI
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24
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25
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26
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27
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28
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Overall Length 59.250ft
Overall Width 8.500ft
Overall Body Height 13.287ft
Min Body Ground Clearance 0.939ft
Max Track Width 8.500ft
Lock-to-lock time 6.00s
Max Steering Angle (Virtual)28.40°
CUSTOM WB-50 (SHEETZ FUEL TRUCK)
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
SITE DATA AND PLAN NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
FUEL TRUCK ROUTES2
TRK1
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
----
FUEL TRUCK ROUTES
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WB-67 - INTERSTATE SEMI-TRAILER DELIVERY TRUCK)
Overall Length 73.501ft
Overall Width 8.500ft
Overall Body Height 13.500ft
Min Body Ground Clearance 1.334ft
Max Track Width 8.500ft
Lock-to-lock time 6.00s
Max Steering Angle (Virtual)28.40°
TRK2
AS SHOWN
AS SHOWN
RMC
TRC/DCO
TRC/DCO
TRC
----
DELIVERY TRUCK ROUTES
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
SITE DATA AND PLAN NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
DELIVERY TRUCK ROUTES2
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SU-30 - Single Unit Truck
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SR-1524
PROPERTY LINE
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PROPERTY LI
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24
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25
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26
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27
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28
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29
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30
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31
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32
C
33
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34
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D
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54
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D 56
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57
E
58
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59
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60
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61
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63
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L
166
L
167
L
168
L
169
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170
L
171
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148
H
149
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150
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152
H
153
J
154
J
155
J
156
J
157
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158
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160
K
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K
172
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173
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CONVENIENCE
STORE
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30
4 20
SU-30 - SINGLE UNIT TRUCK (GARBAGE TRUCK)
Overall Length 30.000ft
Overall Width 8.000ft
Overall Body Height 13.500ft
Min Body Ground Clearance 1.367ft
Track Width 8.000ft
Lock-to-lock time 5.00s
Max Steering Angle (Virtual)31.80°
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
07.08.2024
REV.NO.
REVISION
ISSUED FOR CONSTRUCTIONwww.mckimcreed.com
NC License# F-1222
Phone: (910) 343-1048, Fax: (910) 251-8282
Wilmington, North Carolina 28401
243 N. Front Street
SHEETZ - GOLDEN ROAD
6401 CAROLINA BEACH ROAD,
WILMINGTON NC 28412
06655-0018
SITE DATA AND PLAN NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
DUMPSTER TRUCK ROUTES2
TRK3
AS SHOWN
AS SHOWN
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TRC/DCO
TRC/DCO
TRC
----
DUMPSTER TRUCK ROUTES
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July 20, 2023 Mr. Jeff Hochanadel, PE, PTOE Timmons Group 5410 Trinity Road, Suite 102 Raleigh, NC 27607 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the Sheetz Golden Road commercial development in New Hanover County, NC The WMPO, NCDOT and New Hanover County staffs have reviewed the Sheetz Golden Road TIA (sealed June 08, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2025 and will consist of:
ITE Land Use Code 945 – 6,139 SF of Convenience Store/Gas Station with 16 VFP
Based upon the review of the analysis provided, the following improvements are required of this development:
US 421 (Carolina Beach Road) and SR 1524 (Golden Road) (Signalized intersection)
• Restripe the southbound approach on US 421 to provide a second southbound left turn lane with maximum storage, appropriate full-width deceleration, and taper.
• Extend the westbound right turn lane to provide 275 feet of storage, appropriate full-width deceleration, and taper. Restripe the westbound right turn lane as thru/right lane.
• Restripe the westbound left/thru lane as a left turn only lane.
• Extend the northbound right turn lane on US 421 with full width storage back to Site Access 2.
• Restripe the eastbound left/thru lane as a left turn only lane.
• Restripe the eastbound right turn lane as thru/right lane.
• Provide four-section protected/permitted phasing signal heads for eastbound & westbound left turn lanes.
• Modify the signal plan to accommodate the improvements and optimize the signal timings. SR 1524 (Golden Road) and Site Access 1 (Proposed stop-controlled intersection)
• Construct an eastbound right turn lane on Golden Road with full width storage extending back to the intersection of US 421 and Golden Road.
• Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way line and with one ingress and two egress lanes configured as an exclusive left turn lane and an exclusive right turn lane.
• Provide stop-control for northbound approach.
NCDOT Required Improvements Figure
Sheetz Golden Road
Legend
Black - Existing Infrastructure
Blue - Recommended Infrastructure
- Stop Control
- Signal
- Right-in/Right-out
Restripe approach to
provide exclusive left
turn lane and a
thru/right lane.
Site Access 2
50
'
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275'
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Restripe approach to
provide exclusive left
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Restripe the gore area on US
421 to provide a second SB left
turn lane with maximize
storage, appropriate full-width
deceleation and taper.
-Provide four section
protected/permitted phasing signal
heads for EB and WB left turn lanes.
- Modify the signal plans and optimize
signal timings
US
4
2
1
Golden Road Golden Road
Masonboro
Commons Driveway
US
4
2
1