SW8140801_APPROVED PLANS_20171121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \L- oso
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 i-i �i 2t
YYYYMMDD

4607 MAIN STREET
SHALLOTTE, NORTH CAROLINA 28470
CONSTRUCTION DOCUMENTS
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTRACTOR SHALL CONTACT AT&T PRIOR TO ANY DEMOLITION TO ALLOW FOR AT&T TO DISCONNECT
COMMUNICATIONS CABLES COMING INTO THE SITE.
UTILITY CONTACTS
GAS
OPERATING AUTHORITY:
ADDRESS:
PHONE #:
WATER & SANITARY SEWER
OPERATING AUTHORITY:
ADDRESS:
CONTACT:
PHONE #:
POWER
OPERATING AUTHORITY:
PHONE #:
TELEPHONE
OPERATING AUTHORITY:
CONTACT:
PHONE #:
CABLE TV
OPERATING AUTHORITY:
PHONE #:
CONTACT THESE UTILITIES
PIEDMONT NATURAL GAS
1321 S. 10th STREET
WILMINGTON, NC 28401
[phone]
TOWN OF SHALLOTTE
PUBLIC WORKS DEPARTMENT
106 CHEERS STREET
SHALLOTTE, NC 28459
MR. ALBERT HUGHES
[phone]
DUKE ENERGY
1-800-452-2777
AT&T/BELL SOUTH
JAMES BATSON, ENGINEERING
1-910-341-1621
SPECTRUM
800-892-4357
ROAD INFORMATION
AUTHORITY:
ADDRESS:
CONTACT:
PHONE M
EMAIL:
ZONING INFORMATION
AUTHORITY:
ADDRESS:
CONTACT:
PHONE #:
EMAIL:
NCDOT DIVISION 3 DISTRICT ENGINEER
300 DIVISION ROAD
WILMINGTON, NC 28401
BEN HUGHES, PE
[phone]
[e-mail]
TOWN OF SHALLOTTE, NC
106 CHEERS ST.
SHALLOTTE, NC 28470
MR. ROBERT WARING
[phone]
[e-mail]
PROJECT ADDRESS:
4607 MAIN STREET
SHALLOTTE, NC 28470
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OWNER / DEVELOPER:
SHALLOTTE INVESTMENTS, LLC
1131-B MILITARY CUTOFF ROAD
WILMINGTON, NORTH CAROLINA 28405
ATTN: GARY LATTIE [phone]
�'��:,
UNA 11/1;ILA-1
ENGINEER (CIVIL). & LANDSCAPE ARCHITECT:
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
ATTN: ROB BALLAND, P.E. [phone]
SHEETINDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
GENERAL NOTES
C-2.0
DEMOLITION PLAN
C-2.1
SITE PLAN
C-3.0
PH. I EROSION CONTROL PLAN
C-3.1
GRADING, DRAINAGE, PH. II EC PLAN
C-4.0
UTILITY PLAN
C-5.0-5.2
DETAILS
L-1.0
LANDSCAPE PLAN
SPARED BY:
I -L-1k A��oUNT'E
B N G I N E E R 1 N Cd, 1 N O.
122 Cinema Drive
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
NC License #: C-2846
PROJECT # 17161.PE

COORDINATION NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION
OF THESE PLANS.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO
BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN
THE RECORDED EASEMENT.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING
DIMENSIONS AND DETAILS.
GENERAL NOTES:
1. TREE INVENTORY AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC.
THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO
THE OWNER AND ENGINEER.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,
ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES.
IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO
ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE AND H PUBLIC. R SHALL PROVIDE ERECT AND MAINTAIN AT ALL
O D THE PUBL C THE CONTRACTOR
TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS S INCLUDING FLAGMEN AND WATCHMEN AS
OTHER R E ADEQUATE PROTECTION
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE USDOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED
OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 811 AN ALLOW THE CENTER
TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
1 8. ANY DISCREPANCY N THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE
H FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS S OWN HEREON BEFORE
BEGINNING CONSTRUCTION.
H IT IN A MANNER O THAT WORKMEN AND PUBLIC SHALL BE
9. CONTRACTOR SHALL MAINTAIN THE SITE S
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
10. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
12. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM
CLEAN AT ALL TIMES.
14. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE
SPECIFICATIONS.
15. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION
OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON
COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
16, IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE
OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE PERMISSION OF THE OWNER, TOWN OF SHALLOTTE, OR BRUNSWICK COUNTY.
17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOW A ONLY N RE Y APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY DAMAGE TO
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM
T
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN HE PARKING AREAS SHALL
BE WHITE.
N
21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT
ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS
OTHERWISE NOTED.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL EXPOSED
PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 WITHIN 7
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON
ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
HANDBOOK. (NO SEPARATE PAYMENT).
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR
LAND DISTURBANCE.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED
ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE
PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS STAGING OR STORAGE
AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
TO THE OWNER FOR REVIEW AND TO NEW HANOVER COUNTY FOR APPROVAL. CONTRACTOR SHALL PAY
ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
7, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY EITHER THE
REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE PAYMENT).
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR
SEEDED AS INDICATED AND STABILIZED.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE
PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
ESTABLISHED
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN OR AS DIRECTED BY THE
ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS REQUIRED.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING
AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE
PAYMENT).
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE CONTACTED
PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP -RAP WITH FABRIC ALONG
DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER
THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
DEMOLITION NOTES:
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING
SERVICE CONNECTIONS WHEN NECESSARY.
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
T N
REQUIRED.
ALL DEMOLITION WORK REQUIRED O CONSTRUCT NEW SITE IMPROVEMENTS WILL BE S
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
AND OFFSITE
NC NOT LIMITED TO THE EXCAVATION HAULING
3. DEMOLITION SHALL INCLUDE BUT IS ,
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
P
TELE. H N STORM EWER UTILITIES THAT SERVICE
5. ELECTRIC, ONE, SANITARY SEWER, WATER AND S
CONSTRUCTION OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONS N PROCESS BY THE O
CONTRACTOR.
6, THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL
FROM THE PROPERTY AND PROPER DISPOSAL.
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND
UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
THE SITE WITH THE RESPECTIVE COMPANIES.
R L H E OVERHEAD LINES AND
10. CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE
TREES THEY FALL TOWARDS OVERHEAD ELECTRICITY.
REMOVE R SO DO NOT O
11. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
12. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
13. EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.
14. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,
BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS.
TRAFFIC NOTES:
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY ARE TO BE THERMOPLASTIC & MEET TOWN OF
SHALLOTTE AND/OR NCDOT STANDARDS.
2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC
TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
5. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND/OR CURBING SHALL BE
REPLACED.
6. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH
"PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE
PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL
DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL
IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, TREE PROTECTION FENCING, AND TEMPORARY SILT FENCE.
2. CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN THE DESIGNATED CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING
CONSTRUCTION.
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING
ACTIVITY.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE
CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE
DRAINAGE SYSTEM.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO
THE FAILURE OF THE EROSION CONTROL MEASURES.
7. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY
ENGINEER OR EROSION CONTROL INSPECTOR.
8. UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL
MEASURES.
9. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED
AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
EROSION CONTROL MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
IMMEDIATELY TO MAINTAIN L PRACTICES AS DESIGNED.
ANY NEEDED REPAIRS WILL BE MADE I AL
I BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES
2. ALL CONSTRUCTION ENTRANCES WILL O O ES
MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT I OF #4 STONE TO IN S TRACKED INTO THE STREET WILL BE
IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE
FENCE. THE SEDIMENTE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT
FENCE
FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE
SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
T T MAINTAIN G R DENSE VEGETATIVE COVER,
SPECIFICATIONS IN THE VEGETATIVE PLAN OA VIGOROUS, OUS,
5. INLET PROTECTION - INSPECT WIRE AND ROCK INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER
EACH SIGNIFICANT (} INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING.
PERMANENT SEEDING
TIME OF
FERTILIZER
GRASS TYPE
LBS/ ACRE
SEEDING
LIMESTONE
BERMUDA, HULLED
10-20
MARCH - AUGUST
BY SOIL TEST
BERMUDA UNHULLED
35
SEPT. - FEB.
BY SOIL TEST
CENTIPEDE
10
MARCH - AUGUST
(NO HIGH PH)
TALL FESCUE
300 LB/AC 10-20-20
(COASTAL CULTIVAR
50
MARCH - AUGUST
OR BY SOIL TEST
RECOMMENDED)
SLOPES >= 2:1
CENTIPEDE SERICEA
5
JAN - DEC
BY SOIL TEST
LESPEDEZA
20
TEMPORARY SEEDING
TIME OF
FERTILIZER
GRASS TYPE
LBS/ ACRE
SEEDING
LIMESTONE
RYE GRAIN
50
OCT. - APR.
400 LBS/AC. 10-20-20
SWEET SUDAN
50
JUNE - AUGUST
400 LBS/AC. 10-20-20
GRASS
GERMAN or
50
JUNE - AUGUST
400 LBS/AC. 10-20-20
BROWNTOP MILLET
STRAW MULCH
4,000
AS NEEDED
STABILIZATION TIME FRAMES:
"IN THE EVENT THAT THE GOVERNING AGENCIES TIMEFRAME FOR STABILIZATION
VARY, CONTRACTOR SHALL MEET THE MORE STRINGENT REQUIREMENT.
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
1 14 DAYS
1 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
1 14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
NC ACCESSIBILITY NOTES:
GENERAL. NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (2010
ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.
PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT
CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING
THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND
DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA
BUILDING CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES
AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER
IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3. THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT
BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE
ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO
CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF
ANY SUCH CONFLICT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL
INFORMATION. .
ACCESSIBLE ROUTE NOTES:
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING
SPACES AND ACCESSIBLE PASSENGER LOADING ZONES' PUBLIC STREETS OR SIDEWALKS; AND PUBLIC
TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES,
ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING
SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER
THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE
OF ABRUPT VERTICAL CHANGES (114 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES
MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED INC BUILDING CODE
1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN
FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM
APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42)
INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE
THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.
SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES'
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING
SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A
SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2)
WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE
AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ ANSI
A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENT
RANCE
SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE.
SS OU IN THE EVENT
THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE THE GRATE SHALL COMPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE,
AND APPLICABLE LOCAL LAWS & REGULATIONS
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE
CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL
BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES INC BUILDING CODE
1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED
BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE
NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE
AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60)
INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A
CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1,'AND APPLICABLE LOCAL LAWS & REGULATIONS.
T FLOOR SURFACES OF RAMPS AND LANDINGS SHALLB T AND SLIP RESISTANT.
E STABLE, FIRM
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT 2010 ADA STANDARDS THE
NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON
EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
IN .
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS
THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO
PROVIDE A COMPLIANT TURNING SPACE.
CURB RAMP NOTES:
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE
SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE
CURB RAMP SHALL NOT BE STEEPER THAN5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB
RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF
PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES
MINIMUM WIDE (1104.1 & 1104.2).-
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING
SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS
WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING, LANDINGS SHALL
HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS
NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT
MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED
SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE
WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO
DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. THE NC
BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO
THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, % INCH WIDE BY % INCH DEEP, ONE (1)
INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK
AND NOT ON THE SIDEWALK.
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE
RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
NC ACCESSIBILITY NOTES CONTD.
PARKING SPACE NOTES:
i. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL
FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL
BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE
AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).
WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES
ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE
PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS
SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE
POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO
BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH
SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM
AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN
ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE
ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL
PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED
AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF
VAN ACCESSIBLE PARKING SPACES.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT
OF SIXTY 60 INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN
ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE
INSTALLED WITH BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106ASHALL
COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND
THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR
EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY PROVIDED BE MUST AT EACH ACCESSIBLE
U
SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE
MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60)
INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY
SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES
NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
VEHICLE PULL-UP SPACE THEY SERVE. CHANGE IN LEVEL ARE NOT PERMITTED.
S E O ERMI
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
FIRM AND SLIP RESISTANT.
6. VEHICLE PULL-UP SPACES ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN
ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A
VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN
(1 14) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES
ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE
ROUTE.
GENERAL STORM SEWER NOTES:
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF
SHALLOTTE REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT
SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS.
ROOF DRAIN NOTE:
I PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION
SYSTEM.
EXISTING UTILITY NOTES:
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD
PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS.
THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE IMMEDIATELY.
WETLAND NOTES:
1) WETLANDS HAVE BEEN PREVIOUSLY FLAGGED, VERIFIED, AND A JURISDICTIONAL
DETERMINATION HAS BEEN PROVIDED BY THE ACOE. THERE ARE NO IMPACTS
PROPOSED FOR THIS DEVELOPMENT.
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SITE INFORMATION
PROJECT NAME:
DOLLAR TREE
PROPOSED USE:
RETAIL
TAX PARCEL NUMBER:
108816837418
SITE ADDRESS:
4607 MAIN STREET
LOCKWOOD FOLLY TOWNSHIP
SHALLOTTE,NC
CURRENT ZONING:
HB (HIGHWAY BUSINESS)
TOTAL SITE AREA:
76,165 SF (1.75 ACRES)
OWNER INFORMATION:
SHALLOTTE INVESTMENTS, LLC
1131-B MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
DIMENSION REQUIREMENTS
FRONT SETBACK
20'
SIDE SETBACK
10,
REAR SETBACK
20'
BUFFER
8'STREETSCAPE
BUILDING INFORMATION
1-STORY BUILDING:
9,977 SF TOTAL FOOTPRINT
HEIGHT:
20'-0" (40' MAXIMUM ALLOWED)
BUILDING FACADE:
MASONRY/EIFS
SPRINKLER SYSTEM:
NO
CONTRUCTION TYPE:
II-B
TOTAL IMPERVIOUS AREA
PROPOSED BUILDING
9,977 SF
PROPOSED SIDEWALK
2,000 SF
PROPOSED PARKING
21,000 SF
FUTURE IMPERVIOUS
6.758 SF
TOTAL PROPOSED IMPERVIOUS 39,735 SF
ALLOCATED IMPERVIOUS 39,735 SF
TOTAL PARKING
SYMBOLS LEGEND
REFER TO SURVEY FOR EXISTING
CONDITION SYMBOLS LEGEND
0
NEW BUILDING CONSTRUCTION
AREA OF CONCRETE
AREA OF HEAVY-DUTY PAVING
i
AREA OF PERVIOUS PAVING
NEW SIGN LOCATION
OPARKING
COUNT
MINIMUM REQUIRED: 1 SPACE PER 300 SF OF FLOOR AREA = 33 SPACES
MAXIMUM ALLOWED: 1 SPACE PER 200 SF OF FLOOR AREA = 50 SPACES
TOTAL PROVIDED (PROPOSED): 44 SPACES'
HANDICAP PARKING REQUIRED: 2 SPACES
HANDICAP PARKING PROVIDED: 2 SPACES
'ANY PARKING SPACES PROVIDED OVER THE MAXIMUM PERMITTED BY THE TOWN OF
SHALLOTTE MAY BE PERMITTED IF THE ADDITIONAL SPACES ARE DESIGNED AND
MAINTAINED AS PERVIOUS PAVEMENT IN ACCORDANCE WITH THE TOWN OF
SHALLOTTE LIDO, SECTION 20-6(C).
SURVEY BY:
PARAMOUNTE ENGINEERING, INC.
CHRIS GAGNE, PLS
122 CINEMA DRIVE
WILMINGTON, NC 28403
PHONE: [phone]
FLOOD NOTE:
THIS TRACT LIES WITHIN DESIGNATED FLOOD ZONE X AND AE (BASE 10) ACCORDING TO
FEMA FIRM COMMUNITY -PANEL NUMBER 3720108800J, BEARING AN EFFECTIVE DATE OF
JUNE 2, 2006. ZONE "X" INCLUDES AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF
1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES
FROM 1% CHANCE ANNUAL FLOOD. ZONE AE LIES WITHIN THE 100-YEAR FLOOD ZONE.
SITE LIGHTING NOTE:
ALL SITE LIGHTING WILL BE DESIGNED WITH SHIELDS SO THAT IT WILL NOT SHINE
DIRECTLY ONTO ADJACENT PROPERTY.
HVAC NOTE:
ALL HVAC EQUIPMENT WILL BE LOCATED ON THE BUILDING ROOF.
GENERAL NOTES:
1.) ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE OR
PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR TO FIELD VERIFY
EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID
AND STARTING CONSTRUCTION.
2.) COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
3.) REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS AND
BOLLARD LAYOUT ADJACENT TO FOUNDATIONS.
4.) AUTOTURN WAS RUN TO ANALYZE GARBAGE AND DELIVERY TRUCKS AND
BOTH CAN OPERATE ON THIS SITE.
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_37.12'_
S50041'57"W
KEY NOTES:
O LIGHT -DUTY CONCRETE PAVING
REFER TO DETAIL C-5.0
® LIGHT DUTY ASPHALT PAVING:
REFER TO DETAIL C-5.0
® HEAVY DUTY ASPHALT PAVING:
REFER TO DETAIL C-5.0
O3 STANDARD 24" CURB & GUTTER:
REFER TO DETAIL C-5.0
® CONCRETE SIDEWALK:
REFER TO DETAIL C-5.0
SEE DETAIL C-5.0
© TRANSITION CURB DETAIL:
SEE DETAIL C-5.0
O HANDICAP RAMP:
REFER TO DETAIL C5.0
_ 66.96'
S46041'35"W
® HANDICAP PARKING SIGN:
REFER TO DETAIL C-5.0
O HANDICAP PARKING SYMBOL:
REFER TO DETAIL C-5.0
10 DETECTIBLE WARNING MAT:
REFER TO DETAIL C-5.0
11 HANDICAP ACCESS UNLOADING ZONE
SLOPE 2% MAX. EACH WAY (ADA
COMPLIANT) AND STRIPE AS SHOWN.
Q DESIGNATED ACCESSIBLE ROUTE:
PROVIDE STRIPING AND SLOPE 5%
MAXIMUM IN DIRECTION OF TRAVEL
WITH 2% MAXIMUM CROSS SLOPE.
13 CONCRETE BUMPER BLOCK:
8"w x 5"h x 6'-0 LONG CONCRETE. ANCHOR
TO PAVING WITH (2) 1'-6" LONG #4 REBAR.
REFER TO DETAIL C-5.0
14 PARKING LOT SITE LIGHTING:
REFER TO SITE LIGHTING AND
PHOTOMETRICS PLAN ON C-4.1
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PU?.fP..:._ .
¢ 3
x x X x x x X X
1
DNIH j/ 2
V= m IN .
INv=s.��,67*
CONTRACTOR SHALL k Q 2
6 `-24 RCP RE -ADJUST CHAIN LINK Q/ ag
INV=2.79' IN
25'R( FENCE AS SHOWN, T OFF 2 0 / 22
x BACK OF CURB o tok Az
/ F
REMOVE APPROXIMATELY /
35SF OF EXISTING ASPHALT
AREA TO MATCH PROPOSED
_ EDGE OF PAVEMENT EXISTING STORM WATER
WET DETENTION BASIN
NCDEQ PERMIT M SW8 140801
S81°18'17"W
20,
7.96' \ + 2 9Z) /
45.88, ` SFT!N /eT
S61 °40'55' /f\ \\ / 4
1 p
\+
`�yyk \q
h lipF \ 2co
15 CONCRETE CURB NCDOT:
MATCH EXISTING
OUTLET HOX,<- 22
16 DUMPSTER ENCLOSURE: \ TOP OF GRATE 96� / /0:�v
N ��
N INV (15 RCP)=5.02' (
SEE ARCHITECTURAL PLANS, Hh suN1R=1.09' / I
SHEET T-4 FOR DETAILS �sy 7597� -- 15 RCP
4r4 INV=4.97•
0 STRIPING: 7� \ q _- / x
PROVIDE 4" WIDE PARKING LOT 4yw =1 l
STRIPING AS SHOWN. USE HIGHWAY \� I
MARKING PAINT - WHITE (2 COATS).
18 BOLLARD: y/
O REFER TO DETAIL C-5.0
4 ,�IHW
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1110617
C-20 1
PEIJOB#: 17161.PE

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LOCATION MAP
(NOT TO SCALE)
LEGEND:
29
EG=25.05
-�
EP=25.05
TW=25.05-,,,�,
GL=25.05
TC=25.05
LOD
ASPHALT AREA NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND
PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE,
IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL EXPLORATION AND
TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND
PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING
PAD, IN ACCORDANCE WITH STRUCTURAL DRAWINGS.
STORMWATER NOTE:
1. THIS PROJECT DRAINS TO AN EXISTING ON -SITE STORM WATER WET DETENTION BASIN.
2. EXISTING WET DETENTION BASIN IS TO BE PROTECTED FROM SEDIMENT TO THE
MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL CLEAN OUT SEDIMENT FROM THE
FOREBAY ONCE THE SITE IS COMPLETELY STABILIZED.
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE OF NC, TOWN OF
SHALLOTTE, AND BRUNSWICK COUNTY STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS
TO PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING
CONSTRUCTION. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE PARKING LOT
IS PAVED.
3. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN
ASPHALT OVERLAY AND NEW ASPHALT AREAS TO MATCH PROPOSED GRADES.
4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE
OF PAVEMENT UNLESS NOTED OTHERWISE.
5. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS ON -SITE COLLECTION SYSTEM. NO
ROOF DRAINS SHALL BE DIRECTED OFF -SITE WITHOUT ENTERING THE ON -SITE
COLLECTION FIRST.
6. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS.
CONTRACTOR SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS
AND REPORT ANY DISCREPANCIES TO OWNER AND/OR ENGINEER.
7. THE CONTRACTOR SHALL USE EITHER RCP (CL. III OR CL. IV AS SHOWN) OR HDPE PIPE
FOR THE STORM DRAINAGE SYSTEM UNLESS NOTED OTHERWISE. IF THE CONT
RACTOR
CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WIT STORM PIPE OR APPROVED
EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION,
THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH
F.E.S. TO PREVENT FLOATATION IF HDPE PIPE IS CHOSEN.
8. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR 4601
AND 4607 MAIN STREET - SHALLOTTE, NC, PREPARED BY ECS SOUTHEAST, LLP,
PROJECT NUMBER: 22.25098, AND DATED MARCH 10, 2017 FOR SITE CONSTRUCTION
RECOMMENDATIONS.
9. CONTRACTOR SHALL STAKE SILT FENCE ALONG LIMITS OF DISTURBANCE LINE. THE
SILT FENCE LINETYPE IS OFFSET ON THE DRAWING FOR CLARITY.
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING GRADE SPOT ELEVATION
PROPOSED EDGE OF PAVEMENT
PROPOSED SIDEWALK ELEVATION
PROPOSED GUTTER FLOW LINE
PROPOSED TOP OF CONCRETE
INLET PROTECTION
LIMITS OF DISTURBANCE
SILT FENCE
TREE PROTECTION FENCING
DRAINAGE FLOW PATH
DRAINAGE INLET LABEL
SPILL GUTTER
ROCK INLET PROTECTION
GEOTECH BORING LOCATION
DRAINAGE FLOW PATH & SLOPE
_37.12' _
S50°41'57"W
NOTATION:
CI
= CURB INLET
DI
= DROP INLET
CO
= CLEANOUT
DDI
= DOUBLE DROP INLET
MH
= STORM DRAIN MANHOLE
RD
= ROOD DRAIN CLEANOUT
FFE
= FINISHED FLOOR ELEVATION
BPE
= BUILDING PAD ELEVATION
STORM SEWER SCHEDULE:
Upstream
Downstream
Diameter
Upstream Pipe
Downstream
Pipe Length
Slope
Upstream Rim
Downstream
Pipe
Node
Node
(in)
Invert (ft)
Pipe Invert(ft)
(ft)
N
Elev (ft)
Rim Elev (ft)
Material
CI-3
CI-2
15
6.34
5.91
85
0.50
10.29
8.98
RCP III
CI-2
0-1
15
5.81
4.93
176
0.50
8.98
9.38
RCP III
CI-1
EX MH
15
4.83
4.27
113
0.50
9.38
11.00
RCP III
EX MH
EX FES
24
3.67
2.79
27
3.25
11.00
4.79
RCP III
CO-8
CO-7
8
5.74
5.59
30
0.50
11.18
11.38
HDPE
CO-7
CO-6
8
5.49
5.34
31
0.50
11.38
11.38
HDPE
CO-6
CO-3
12
4.91
4.84
13
0.50
11.38
11.38
HDPE
CO-3
EX MH
12
4.74
4.67
15
0.50
11.38
11.00
HDPE
YI-9
CO-5
8
5.56
5.51
10
0.50
11.00
11.42
HDPE
CO-5
CO-4
8
5.41
5.26
30
0.50
11.42
11.38
HDPE
CO-4
CO-3
8
5.16
5.07
18
0.50
11.38
11.38
HDPE
RIM =LLj
INV OUT =4.28
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N50012'10"E 151.00'
61.20'
N
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ELEC.
1,1 g OUTLET
11.63TW 11.88TW 11.46EP 11.63TW 10.93EP c / ,J
�; 11.00EP 11.21EP �;
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6 STNC3 SPAu`ES I 11.21EP 11.63TW I / 2
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11.63TW
11.75TW 11.75W 11.63TWCONIC, WALK 11.21EP 11.75T11.21EP
S
77//77477��/.12.007W 11.75TW
11.75TC z /rJl
11.33TW 11.33TW
Y + r rr'' _ l = II +4R
i EDGE OF SIDEWALK
�- SHALL BE FLUSHIf
r WITH FINISHED
- o / 11.75TW 10.89EP
0 1-STORY FLOOR ELEVATION 1
O'REILLYS ' A 11.69TW �j r
---
AUTO STORE // r� I 11.19EP 1 2 Z
AREA=7,193 SQ. FT.
FFE=12.00' 11.27EP 10.90PG 1
LOT 1 l � 11.55EP I I .P.
SHALLOTTE DEVELOPERS, LLC /
DB 3526. PG 115 �li
EDGE OF SIDEWALK SHALL k / iJ �) v^� �o f
BE FLUSH WITH FINISHED w C r � / m I �
-" -- FLOOR ELEVATION / PROPOSED TRAFFIC 12 OOTW 11.55TC 10 88EP 10.48P a
hi
PROPOSED INLET / M RATED CLEANOUT 11.83TC
CONC. / m 12.00TW FRAME AND LI
PAD D
�__ PROTECTION (TYP.). /� UT -. -'uT -- - -._
/ (TYP.) I " 11.28EP i I
SEE DETAIL C-5.1 � I '� t ' � l� � F;O WAY
PROPOSED TEMPORARY YI-9 11.75EP - 1111.83TC OE UE-- . ..
1
-' -- CONSTRUCTION ENTRANCE. // +11.50EP t !
O- CO-4 CO-3 CO- J j
� (BY OTHERS) %/ -- - SS - ---- s6 t�- � � -Ss CO- O-8
m _ _ - -- --" 10.95EP � 9.53EP 9.38CI
r / cRIrO_ X M - 10.24EP -10
// PunaE 11.15EP 1p CI -1 2 Z
11.25EP ��_-
y
_ / f
11.64EG
RIM=10.71
INV.=
.. - _-_
4.28 /l 6 _
PROPOSED SILT FENCE
Ex -DI , _ z4'R�P (TYP.) (BY OTHERS) I I � 3
10.90EG f -
I
- ---'
PROPOSED LIMITS OF
�
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ti
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0
EX. STORMWATER ! f / i aZ
WET DETENTION BASIN x
SW8 140801 / p
LOT 1 IMPERVIOUS ALLOCATION = 29,585 SF
S 81018" 7" W __I LOT 2 IMPERVIOUS ALLOCATION = 39 735SF ' • } i t z�
7.96' I \ x \ \ TOTAL IMPERVIOUS AREA = 69,300 SF / z
66.96
S46°41'35"W 45-88' > �`
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yy INV (15 RCPI=5 O2`
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11 06117
C-3*1
PEI JOB#:
17161.PE

____________
0"WATER MAIN "`` -OUT ~°
-r—w—W—Al— W-- W---- w—r_W-- w—w—w—"—n—r—����n—o—w—w— w�w—
4"FORCE MAIN (SW TOPS) nm �
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----,u—,*----,o----',w----ru--'--ru---'rw----'rm---,*----'r"----,M--_-m----,w----rM----"u—,"---',u "w rm----'rw----�,u__/�-_-_,m-_-�"u----',��--�rm----�,"---ru--- ,w----,° -,u'----,,---'-,u----"w---�'w��-��,,----"e_--�w--|
8" WATER MAIN
�U��� TABULATION
��xn�~�����nx°�nv�������.���on��n�
PROJECT NAME:
DOLLAR TREE
PROPOSED USE:
RETAIL
TAX PARCEL NUMBER:
108818836551
SITE ADDRESS:
4G01&4GO7MAIN STREET
LDCKWOQDFOLLY TOWNSHIP
SHALLOTTE.NC
CURRENT ZONING: HB(HIGHWAY BUSINESS)
TOTAL SITE AREA: 7G.185SF(175ACRES)
OWNER INFORMATION: SHALLDTTEINVESTMENTS, LLC
1131~BMILITARY CUTOFF ROAD
VV|LM|NGTON.NC284O5
UTILITY INFORMATION
THIS PROJECT IS PROVIDING A NEW GRINDER PUMP STATION THAT WILL SERVICE ONLY THE
PROPOSED RETAIL STORE AND CONNECT TO AN EXISTING SANITARY SEWER CLEANOUT
LOCATED ALONG THE RIGHT OF WAY. THIS PROJECT IS PROPOSING A 4-INCH GRAVITY
SERVICE FROM THE BUILDING TO THE PUMP STATION AND SANITARY SEWER ALLOCATION IS
PROVIDED BYTHE TOWN OFSHALLOTTE.
WATER
A 8-INCH WATER MAIN IS LOCATED WITHIN THE SHORT SIDE OF MAIN STREET RIGHT OF WAY.
THE PROPOSED BUILDING WILL HAVE A 1.5-INCH DOMESTIC SERVICE AND WILL BE CONNECTED
TOTHE EXISTING 8^|NCHWATER MAIN. DOMESTIC WATER ALLOCATION PROVIDED BYTHE
TOWN QFSHALLOTTE.
NATURAL GAS
NOGAS <SAVAILABLE AJTHIS TIME |NSHALLDTTE.NC.
FLOOD NOTE
THIS TRACT LIES WITHIN DESIGNATED FLOOD ZONE X AND AE (BASE 10) ACCORDING TO FEMA
FIRM COMMUNITY -PANEL NUMBER 372O1O88O0J.BEARING ANEFFECTIVE DATE OFJUNE2.2O0G.
ZONE"X" INCLUDES AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1
SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1 % CHANCE ANNUAL FLOOD. ZONE
� AELIES WITHIN THE 1U0-YEARFLOOD ZONE.
FIRE & LIFE SAFETY NOTES:
�
1.
WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF
�
1OFEET FROM SEWERS. |FCONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE
�
-
ACHIEVED, THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF
THE SEWER, EITHER |NASEPARATE TRENCH, OR|NTHE SAME TRENCH ONABENCH QF
``}\�
UNDISTURBED EARTH.
�
2.
WHEN CROSSING AWATER MAIN OVER ASEWER, THE WATER MAIN SHALL BELAID AT
LEAST 18INCHES ABOVE THE SEWER. |FCONDITIONS EXIST SUCH THAT THIS SEPARATION
CANNOT BE ACHIEVED, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE IRON
PIPE SHALL EXTEND 10 FEET ON EACH SIDE OF THE CROSSING WITH A SECTION OF WATER
MAIN PIPE CENTERED ONTHE CROSSING.
3.
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER
MAIN TOCROSS UNDER ASEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
r-0NN�
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR /\ DISTANCE OF1DFEET ONEACH SIDE OFTHE POINT OFCROSSING. A
SECTION DFWATER MAIN PIPE SHALL BECENTERED ATTHE POINT OFCROSSING.
4.
WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM
DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 101 EITHER SIDE
OFCROSSING AND STORM DRAIN SHALL BERCPIPE.
5.
WHERE VERTICAL CLEARANCE IS LESS THAT 18" BETWEEN WATER MAIN AND STORM
DRAIN, WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10'EITHER SIDE OF
�
CROSSING AND STORM DRAIN SHALL BERCPIPE.
1. CONTRACTOR SHALL MAINTAIN ANALL WEATHER ACCESS FOR EMERGENCY VEHICLES
ATALL TIMES DURING CONSTRUCTION. THIS CAN BESATISFIED BYINSTALLING THE
BASE COURSE OFTHE PROPOSED PAVEMENT SECTION.
2. CONSTRUCTION TYPE ~||BRETAIL, BUILDING WILL NOT BESPRINKLED.
3. LANDSCAPING ORPARKING CAN NOT BLOCK ORIMPEDE THE FDCORFIRE HYDRANTS. A
3~FOOT(3')CLEAR SPACE SHALL BEMAINTAINED AROUND THE CIRCUMFERENCE OF
� HYDRANTS AND FDC.
PROPOSED
G"SCH40
PVC SANITARY SEWER
SERVICE
� _N50`12'10^E 151.80'
-�-o�F-- -- 61.28'
8
37.12.
PROPOSED
SV1^18'17"VV
� ```.'-88'
«Uy-40~ `
�1*STORM SEWER INV.=5.67
/
CONTRACTOR
(PEDESTAL TO BUILDING)
207LF TELECOMM CONDUIT ELEC.
(PEDESTAL TO BUILDING)
OUTLET
SERVICE
1417
cp
/ 4F
SEEINSET"C" FEW
Tl
TELECOMM SERVICE
CONNECTION (REFER TO
ELEC. PLANS FOR CONT.)
D% ELECTRICAL SER ICE
CONNECTION (REFER TO
ELEC. PLANS FOR CONT.)
/ � n
�
0������
��� E
Z /
.
/
/
�
15'RCP */
STOR��SEYYER v / y
`AfH` '~v AHW
BO|.=5.03
"°lv GRAPHIC SCALE
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NOT TnSCALE NOT ToSCALE NOT ToSCALE --��_ � --
n"`- p:�u/�����rn
� . ��,
SANITARY SEWER
8"HDPE
0"DCH4D
PVC SANITARY SEWER
SERVICE
APPROX. LOCATION
OF EX. 1.5"VYAJER
SERVICE
n' OUR sTPon�,
TOP 0rGPATE=noo'
217
E*IS41N�G STORM WATER
0/
Pol
yp
`4*^' /mv(1smop)�nor
'vp' SUNp=1,09
----'����
-w----mr

....::.....
I
15 BAR CONTINUOUS (TYP)
3X6-2.9X2.9 WWM AT MIDSLAB
3' THK. 650 PSI FLEXIBLE STRENGTH CONCRETE
4" THK. MIN. CRUSHED STONE BASE OR
AS SPECIFIED IN THE GEOTECH REPORT
COMPACTED SUBGRADE
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
�� REPORT
I 1 I CONCRETE PAVING SECTION
NOT TO SCALE
lid" 1/8"
RAD.
A1l2" JOINT
- SEALER
EXPANSION JOINT
°
4
- 1/8" RADIUS, TYP.
DUMMY GROOVE
CONTRACTION JOINT
4' 4000 PSI
CONCRETE
1/4" PER FT.
SECTION VIEW
1/2" EXPANSION JOINT- MAX. 50' O.C.
/ & BETWEEN STRUCTURES
GROOVED CONTRACTION J
JOINT
4 CONCRETE SIDEWALK SECTION
C_5.0 NOT TO SCALE
EXPOSED FACE CONCRETE
5 WALK TO ASPHALT DETAIL
C_5•Q NOT TO SCALE
TRANSITION DIMENSIONS VARY
SEE SITE PLAN FOR LENGTH
6-1 TRANSITION CURB DETAIL
C_5,o NOT TO SCALE
0" SF9.5A SURFACE COURSE
'NCDOT CRUSHED STONE AGGREGATE
ASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE IN ACCORDANCE
WITH GEOTECHNICAL REPORT
LIGHT DUTY ASPHALT PAVING SECTION
C_5.o1 NOT TO SCALE
VARIABLE
O O O O O
0 O
fV
O O O O O
O O O O O O
0
0.90" TO 1.40" 0 0.65" MIN .6"TO 2.4"
10 DETECTABLE WARNING MAT
Ci-5.0 NOT TO SCALE
SIDEWALK, OPTIONAL
CURB & GUTTER
FLUSH CONDITION
PARKING / ROAD
SURFACE
6'-0" VARIES 6'-0"
FLUSH W/
ASPHALT
SLOPE SLOPE4 d
a a d.
L
a a
DETECTABLE
WARNING SURFACE
PER ADA/ANSI 705
7 CONCRETE HANDICAP RAMP
C_5.0 NOT TO SCALE
1. SYMBOL TO BE PAINTED
(HIGHWAY GRADE) YELLOW PER
ACCESSIBILITY STANDARDS.
g HANDICAP PARKING SYMBOL
C_5.0 NOT TO SCALE
i2
r -12 VAN R7-8a
s
RESERVED ACCESSIBLE 2x5
PARKING 2'
RESERVED
PARKING
16"
i
MUTCD
18' R7-6
i
s• z
J
MAXIMUM MAXIMUM
PENALTY PENALTY 9" R7-80
$ 250 $ 250 2. �"
z
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BASE DIAMETER TO
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TOP DIAMETER TO BE NO
LESS THAN 50% TO NO
MORE THAN 60% OF THE
BASE DIAMETER
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12"DIA.(4")
�� 18"DIA.(6")
11 8I STEEL BOLLARD SECTION
0" S 9.5A SURFACE COURSE
" NCDOT CRUSHED STONE AGGREGATE
ASE COURSE 100% ASTM D1557
COMPACTED SUBGRADE IN ACCORDANCE
WITH GEOTECHNICAL REPORT
HEAVY DUTY ASPHALT PAVING SECTION
NUT IUSCALL
C_5•0 NOT TO SCALE
NOTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL.
7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
B. CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
8 HANDICAP PARKING SIGN
C_5.0 NOT TO SCALE
4" DIAMETER
CONC. FILLED
BOLLARD - PAINT[
CONC. FOOTING 4
PSI @ 28 DAY
1 /2" R � 6^ 18" 112" R
6"
3" R 1/8" R 1/8" R
" 3" R
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LEVEL
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24" _
24" _
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(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
OR AS SPECIFIED BY THE APPROPRIATE CITY/COUNTY ENGINEERING
DEPARTMENT OR THE DESIGN ENGINEER.)
24" CURB AND GUTTER 24" CURB AND GUTTER
REVERSE SLOPE NOT TO SCALE
rLmiN vltvv
50' MIN.
6" DIVERSION TO DIRECT RUNOFF FROM RW
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
4607 Main Street
Temgorary
Sediment Fence - Phl EC
Requirement =100 ft per 0.25 acres disturbed
Distnrbe
Total
drainage
Silt
Fence
Silt Fence
SFDA#
area
area
Required
Provided
ae
ae
(ft)
(tt
1
0.14 Be
0.14 ac
56
138
2
0,23 ac
0.23 BIC
92
198
3
0.38 aC
0.38 n0
152
233
4
029 ac
0.29 ac
116
2.
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
FABRIC SILT FENCE
NOT TO SCALE
GROUND LINE
6"
FILTER FABRIC
FILL
ANCHOR FILTER
FABRIC SKIRT
( )
NOT TO SCALE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT
SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT
FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT
INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT
UNCONTROLLED CRACKING. CONTRACTION JOINTS MAYBE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT
FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL
CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED WITH JOINT
SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT TO
ALL RIGID OBJECTS.
3 CONCRETE CURB SECTION
(..+-5.0 NOT TO SCALE
15 J_O
6"
FILTER OF # 57
WASHEO STONE
SILT FENCE FABRIC TO
OVERLAP HARDWARE
CLOTH BY 12 INCHES
t
STEEL FENCE POST
SECURELY ATTACH WHEEL STOPS INTO
PAVEMENT WITH NOT LESS THAN TWO
GALVANIZED STEEL DOWELS EMBEDDED IN
HOLES CAST INTO WHEEL STOPS. FIRMLY
BOND EACH DOWEL TO WHEEL STOP AND
TO PAVEMENT. EXTEND UPPER PORTION OF
DOWEL 5 INCHES INTO WHEEL STOP AND
LOWER PORTION AS NOTED ON THE
DRAWINGS INTO PAVEMENT
STANDARD PRECAST CONCRETE
PARKING CHOCK
*NOTE: WHEEL STOPS SHALL BE PLACED
2.5' FROM THE END OF THE PARKING STALL
13 WHEEL STOP
C_5.0 NOT TO SCALE
FLOW DIRECTION
t i i
WIRE FENCE. PLAN VIEW `STEEL FENCE POST
HARDWARE CLOTH
NOTE
FILTER OF # 57
WASHED STONE 1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 114 ACRE.
2. USE AS A REPAIR OF SILT FENCE FAILURES.
FLOW DIRECTION 4- 3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6INCHES.
NCDOT #5 OR #57
WASHED STONE
A
SIDE VIEW
SILT FENCE
FRONT VIEW
TEMPORARY SILT FENCE OUTLET
NOT TO SCALE
WIRE MESH
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NOT TO SCALE
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NOTE:
FOR CURB INLETS AND DROP INLETS
4' MAX
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SHEET 1 OF
840. �
CERTIFICATION NOTE:
CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED
NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST
STRUCTURES PROVIDED MEET REQUIREMENTS FOR H2O LOADING
v
GENERAL NOTES_
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INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
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PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
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LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
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TO 15'-0".
*
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
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USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
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OPTIONAL JOINT DETAILSSHEET z aF
840.
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NOT TO SCALE
29 1/4
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23 3/6 3/�
1 1/2
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NOTES:
1MATERIAL: ASTM-A4B
CLASS 35B GRAY IRON.
2- FRAME WT: 125 LBS. APP.
3- GRATE WT: 115 LBS. APP.
DROP INLET FRAME & GRATE DETAILS
NOT TO SCALE
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STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B B
BOTTOM OF COVER
BUILDING
1" R.
PLAN OF _COVER
m
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SECTION B-B
MINIMUM WEIGHTS - Les.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE
Schedule
Downspout
Leader Pipe
6"2"
x 3"
ia.
3" x 4"
8"Dia.
4"x 6"
12" Dia.
6"x6"
12"Dia.
8"x 8"
12" Dia.
9"x9"
15"Dia.
10"x 10"
15" DIE.
12"x 12"
18" Dia.
DOWNSPOUT SEE ARCH.
PLANS FOR SIZE
SHEET METAL TRANSITION
BY SHEET METAL TRADES
6"
—USE 12" MIN. DIA
FOR THE MINI STORAGE ROOF
BY BUILDING CONTRACTOR
BY SITE CONTRACTOR
NOTE #1
ELBOW �PIPE LEADER
/ 1% MIN. SLOPE
WATER TIGHT —UPSIZE HEADER
CONNECTION ONE PIPE DIAMETER
LARGER THAN LEADER
NOTES:
1) FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST
BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN
TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO
SPECIFICATIONS FOR ALLOWABLE PIPE TYPES.
2) THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE
THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITE WORK
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND
INCLUDING THE CAP. BUILDING CONTRACTOR SHALL BE
RESPONSIBLE FOR EXTENDING DOWNSPOUT THROUGH CAP.
3) INSTALL PIPES CLEAR OF PORCHES, BOLLARDS, AND OTHER
BUILDING APPURTENANCES.
DOWNSPOUT CONNECTION DETAIL
NOT TO SCALE
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LOCATION MAP
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SITE INFORMATION
PROJECT NAME:
DOLLAR TREE
PROPOSED USE:
RETAIL
TAX PARCEL NUMBER:
108816837418
SITE ADDRESS:
4601 & 4607 MAIN STREET
LOCKWOOD FOLLY TOWNSHIP
SHALLOTTE, NC
CURRENT ZONING:
HB (HIGHWAY BUSINESS)
TOTAL SITE AREA:
76,165 SF (1.75 ACRES)
OWNER INFORMATION:
SHALLOTTE INVESTMENTS, LLC
1131-B MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
SYMBOLS LEGEND
REFER TO SURVEY FOR EXISTING
CONDITION SYMBOLS LEGEND
NEW BUILDING CONSTRUCTION
AREA OF CONCRETE
NEW SIGN LOCATION
OPARKING
COUNT
SIGHT DISTANCE TRIANGLE
-4V—W_W__WW—W
-4V—W_W__WW—W
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FM —FM
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FM %M—i
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FMFMFAI—
FM�FM--FM—FM----FM---
I
PLANT SCHEDULE
TREES
QTY
COMMON NAME
SIZE
CMTH
6
TOWNHOUSE CRAPE MYRTLE
LAGERSTROEMIA FAURIEI'TOWNHOUSE'
8' HGT. MIN.
CMTO
6
CRAPE MYRTLE TONTO
LAGERSTROEMIA X'TONTO'
8' HGT. MIN.
SHRUBS
QTY
COMMON NAME
CONT
GAR
36
DWARF GARDENIA
GARDENIA AUGUSTA'RADICANS'
3 GAL
YEW
34
SHRUBBY YEW
PODOCARPUS MACROPHYLLUS MAKI
7 GAL -12" HT
SOD/SEED
CODE
QTY
COMMON NAME
CONT
f�iff
CS
12,977 SF
CENTIPEDE GRASS
EREMOCHLOA OPHIUROIDES 'TIF BLAIR'
SEED
DIMENSION REQUIREMENTS
FRONT SETBACK 20'
SIDE SETBACK 10,
REAR SETBACK 20'
BUFFER 8'STREETSCAPE
TOTAL PARKING
MINIMUM REQUIRED: 1 SPACE PER 300 SF OF FLOOR AREA = 33 SPACES
MAXIMUM ALLOWED: 1 SPACE PER 200 SF OF FLOOR AREA = 50 SPACES
TOTAL PROVIDED (PROPOSED): 42 SPACES'
HANDICAP PARKING REQUIRED: 2 SPACES
HANDICAP PARKING PROVIDED: 2 SPACES
'ANY PARKING SPACES PROVIDED OVER THE MAXIMUM PERMITTED BY THE TOWN OF
SHALLOTTE MAY BE PERMITTED IF THE ADDITIONAL SPACES ARE DESIGNED AND
MAINTAINED AS PERVIOUS PAVEMENT IN ACCORDANCE WITH THE TOWN OF
SHALLOTTE UDO, SECTION 20-6(C).
LANDSCAPE CALCULATIONS
STREET BUFFER CALCULATIONS
REQUIRED 8' WIDE STREET BUFFER (LENGTH OF FRONTAGE - DRIVEWAY)
REQUIRED: (282.62'-13.60') = 269.0 LF
269 / 50 LF = 5.38 X 1 CANOPY TREE = 6 CANOPY TREES;
5.38 X 6 SHRUBS = 33 SHRUBS
PROVIDED: 6 CANOPY TREES, 34 SHRUBS
F-1
INTERIOR PLANTING AREAS: M
PARKING, LOADING, OR VEHICULAR USE AREA:
m
REQUIRED (INCLUDES PARKING AND PORTION OF DRIVEWAY ON THIS PARCEL): 22,867 SF x 8% = 1,829 SF Z
REQUIRED INTERIOR AREA
PROVIDED: 2,101 SF PROVIDED!
m
/lam
PARKING REQUIREMENTS: 1 CANOPY TREE / ISLAND, GROUNDCOVER OR SHRUBS —�—
LANDSCAPE NOTES: l
1. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. TREES SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM SEWERMATER CONNECTIONS OR AS
OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO
ANY AND ALL PUBLIC OR PRIVATE UTILITIES. I
3. ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF
NURSERYMEN'S STANDARDS.
4. NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/
OR TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM
THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ALL SHRUB BEDS AND/OR PLANTING
AREAS EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM
DEPTH PINE STRAW MULCH UNLESS OTHERWISE NOTED.
5. ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF
PLANTS SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET
BEYOND THE EDGE OF PLANT MASS. ALL SINGLE TREES (INCLUDING BOTH PROPOSED AND EXISTING m
TREES) SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER.
6. PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS IN THE
QUANTITIES RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE
STATE DEPARTMENT OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE
ARCHITECT OR OWNER'S REPRESENTATIVE.
7. ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT
OR OWNER'S REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE O
CONTRACTOR. (�
B. THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL WITHIN 12 MONTHS 34'NYLONSTRAP �(
OF ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE. :ROWN TO BE LEVEL W TH
9. THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE GRADE,: I'
SUBGRADE HAS BEEN RAKED AND ROLLED TO ACCEPT THE SOD/SEED. ALL SOD/SEED AREAS MUST E TYPICAL EXCESS SOIL FROM
:R OVER ROOT SYSTEM, UPTO 7•
BE IRRIGATED OR HAND WATERED. ALL SOD SHALL BE PLACED WITH STAGGERED JOINTS AND NO REJECT PLANTS WITH MORE
ALL SEEDED AND/OR • EXCESS SOIL.
GAPS BETWEEN SOD JOINTS. SOD SHOULD BE ROLLED AFTER INSTALLATION.A
SODDED AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND UNLEVELED GROUND. B• WOOD STARE, WITH
10. IF IRRIGATION IS REQUESTED BY OWNER, IRRIGATION SHALL BE DESIGNED AND INSTALLED BY A LE CENTEREB. DRIVE
LICENSED IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA. IN LINE WITH STRAP
11. IF IRRIGATION IS REQUESTED, PLANS AND SPECIFICATIONS FOR THE IRRIGATION DESIGN SHALL BE
SUBMITTED TO THE OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE OR
INSTALLATION OF THE MATERIALS. E TOP 1r3 BURLAP AND ANY
INS, ETC. T
12. CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE E TOP 23OF WIRE BASKET
JOB SITE ONCE THE PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE
COURSE OF THE PROJECT IS THE CONTRACTOR'S RESPONSIBILITY. 'IT BOTTOM AS NEEDED TO ENSURE
=SS ROOTS ARE AT CORRECT HEIGHT.
13. ALL DISTURBED AREAS NOT DESIGNATED FOR SOD SHALL BE SEEDED. DIL UNDER ROOTBALL.
14. ALL LANDSCAPE ISLANDS ARE NOT TO BE SEEDED. LANDSCAPE ISLANDS TO BE MULCHED AS PER
OWNER OR OWNER'S REPRESENTATIVE SPECIFICATION. SINGLE STEM TREE INSTALLATION DETAIL
15. ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT NITS
DISTANCE FROM 30" TO 10'.
MULCH NOTES:
1. ALL MULCH SHALL BE PINE STRAW APPLIED AT 3" THICK MIN., 4" THICK MAX.
CON
PA
_ 6 .96'
c46e41'35"W
6"SUP KNOT WITH STOP KNOT,
8• LARGER THAN TRUNK DIAMETER
BUTTRESS ROOTS
KEEP MULCH V-2• AWAY FROM TRUNK
MULCH: 3' MIN., 4' MAX. DEPTH.
WATER BERM; 4' MAX HEIGHT. INSTALL
OUTSIDE OF PLANT MIX BACKFILL
FINISH GRADE
PLANTING MIX (SEE SPECS.). INSTALL IN
8• LIFTS, WATER BETWEEN LIFTS.
UNDISTURBED SOIL
CONTINUOUS MULCH BED —
ALONG IN LINE WITH SHRUBS
AND TREES IN STREETYARDS;
TURF AREAS OUTSIDE OF
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NOTES:
I. OMIT COLLAR AROUND EACH SHRUB WHEN
IRRIGATION SYSTEM IS PRESENT. TYPICAL �.Q\
2. INSTALL TOP OF PLANT BALL 2" ABOVE STAGGERED
ROWS
ADJACENT GRADE
3. TAMP PLANT SOIL MIX FIRMLY IN 8• LIFTS e e / / /
k
AROUND PLANT BALL
EQUAL SPACING BETWEEN ALL PLANTS EDGE OF PLANTING BED
4. SOAK PLANT BALL AND PIT IMMEDIATELY NOTED AS ON -CENTER (D.C.) PLANTING
AFTER INSTALLATION. DIMENSION IN THE PLANT SCHEDULE \ 2
NOTE: SHRUBS SHALL BE —
PLANTED 2" HIGH WITH SOIL
MOUNDING UP TO THE TOP OF
ROOT BALL.
3"MINIMUM OF CLEAN —
PINESTRAW MULCH
4" TYP.
4" TYP.
SHRUB INSTALLATION DETAIL
NTS
TI
TYPICAL PLANTING BED LAYOUT
_..__..� 34 l-
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MINIMUM DEPTH OF 12•
PLANTING SOIL FOR
GROUNDCOVER BED.
EXCAVATE ENTIRE BED AS
SPECIFIED FOR GROUND -
COVER BED. /-- FINISHED GRADE
PREPARED PLANTING SOIL AS
SPECIFIED. NOTE: WHEN
GROUNDCOVERS AND SHRUBS
USED IN MASSES ENTIRE BED
TO BE EXCAVATED TO RECEIVE
PLANTING SOIL AND PLANT
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PEI JOB#:
17161.PE

I
4607 MAIN STREET
TOWN OF SHALLOTTE
BRUNSWICK COUNTY, NORTH CAROLINA
CONSTRUCTION DOCUMENTS
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THEAREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
UTILITY CONTACTS
GAS
OPERATING AUTHORITY:
ADDRESS:
PHONE M
WATER & SANITARY SEWER
OPERATING AUTHORITY:
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
PIEDMONT NATURAL GAS
1321 S. 10th STREET
WILMINGTON, NC 28401
[phone]
TOWN OF SHALLOTTE
PUBLIC WORKS DEPARTMENT
ADDRESS: 106 CHEERS STREET
SHALLOTTE, NC 28459
CONTACT: MR. ALBERT HUGHES
PHONE M [phone]
POWER
OPERATING AUTHORITY:
PHONE P
TELEPHONE
OPERATING AUTHORITY:
PHONE M
DUKE ENERGY
1-800-452-2777
BELL SOUTH
1-800-6324949
ROAD INFORMATION
AUTHORITY:
ADDRESS:
CONTACT:
PHONE #:
EMAIL:
ZONING INFORMATION
NCDOT DIVISION 3 DISTRICT ENGINEER
300 DIVISION ROAD
WILMINGTON, NC 28401
ANTHONY LAW
[phone]
alawQncdot.gov
AUTHORITY:
TOWN OF SHALLOTTE, NC
ADDRESS:
106CHEERS ST.
SHALLOTTE, NC 28470
CONTACT:
MR ROBERT LEWIS
PHONE M
[phone]
EMAIL:
rtevAsQtownofshallotte.org
JANUARY 2015
FOR:
SHALLOTTE DEVELOPERS, LLC
1121-P MILITARY CUTOFF ROAD
WILMINGTON5 NC 28405
VICINITY MAP
N.T.S.
0
DEVELOPER:
SHALLOTTE DEVELOPERS, LLC
1121-P MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
ATTN: JASON SWAIN [phone]
ENGINEER (CIVIL)
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: ROBERT BALLAND, P.E. [phone]
SHEETINDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
GENERAL NOTES
C-2.0
DEMOLITION PLAN
C-2.1
SITE PLAN
C-3.0
GRADING, DRAINAGE &
EROSION CONTROL PLAN
C-4.0
UTILITY PLAN
C-5.0
LANDSCAPE PLAN
C-6.0 - C-6.3
DETAILS
AP PROVED Ob
NORTH CAROLINA ENVIRONMENTAL.
MANAGEMENT COMMISSION
36knw�r� q/ "av I
PREPARED BY:
p-L- X. JNTE
E N G 1 N
WILMINGTON, NC FAYETTEVnLE, NC
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
NC License #: C-2846
PROJECT # 13287.PE
lANI tic +J15
ISSUED FOR CONSTRUCTION

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN OF SHALLOTTE, BRUNSWICK
COUNTY, AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY
WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFFSITE OR WITHIN AN EXISTING EASEMENT, THE
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE
OF PROPOSED WORK AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH
RE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES
1. EXISTING CONDITIONS WERE TAKEN FROM A SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE, AND/OR ENGINEER
IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATION,
ELECTRONIC DEVICES, HAND DIGGING, AND BY PERSONAL CONTACT WITH THE UTILITY
COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN AT
ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF 'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERTY DISPOSED
OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD
OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND
ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND
AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND
BREAKING.
SITE NOTES:
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE -
BEGINNING CONSTRUCTION.
L OWNERS OF EASEMENTS
2. THE GENERAL CONTRACTOR SHALL CONTACT AL , UTILITIES AND
R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
T ETC. SHALL REMAIN UNDISTURBED
FIRE HYDRANTS STREET LIGHTING
4. ACCESS TO UTILITIES ,
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE
1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS
RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE FEDERAL,
STATE, COUNTY, AND LOCAL CODES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS CERTIFICATIONS EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
E CONSTRUCTION MEANS AND
O
HE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN TH
13 T
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
SURVEY NOTES:
1.) THE TAX PARCEL IDENTIFICATION NUMBER FOR THE SUBJECT PROPERTY IS PIN 108816836551.
2.) THE CURRENT STREET ADDRESS FOR THE SUBJECT PROPERTY IS 4607 MAN STREET, SHALLOTTE,
NC.
3.) THE AREA OF THIS PROPERTY WAS DETERMINED BY THE COORDINATE COMPUTATION METHOD.
4.) DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES UNLESS NOTED OTHERWISE.
5.) ANY UNDERGROUND UTILITIES SHOWN ARE FROM INFORMATION VISIBLE IN THE FIELD AND FROM
PLANS PROVIDED BY VARIOUS SOURCES. OTHER UTILITIES NOT SHOWN ON THIS MAP MAY EXIST.
PRIOR TO ANY LAND DISTURBING ACTIVITIES THE APPROPRIATE UTILITY COMPANIES MUST BE
CONTACTED.
6.) THIS SURVEY IS IN REFERENCE TO DEED BOOK 3510, PAGE 965; DEED BOOK 262, PAGE 315; DEED
BOOK 287, PAGE 629, DEED BOOK 566, PAGE 118 & DEED BOOK 1058, PAGE 403 & MAP CABINET 25,
PAGE 96 IN THE BRUNSWICK COUNTY REGISTER OF DEEDS.
7.) THE REFERENCE BEARING FOR THIS DRAWING IS BASED UPON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM, NAD 83 (CORS96).
8.) THE ELEVATIONS SHOWN ARE BASED ON THE NAVD 88 (GEOID09) DATUM. ONE -FOOT CONTOUR
INTERVAL SHOWN,
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH 'PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SILT FENCE.
2. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
COMMENCING CONSTRUCTION.
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS FOR FLAT AREAS AND 7
CALENDAR DAYS FOR ALL SLOPES OF CEASE OF ANY GRADING ACTIVITY.
5. WITHIN 90 DAYS FROM COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL INSTALL
STORM DRAINAGE COLLECTION SYSTEM AND IMMEDIATELY UPON THE INSTALLATION OF ANY
STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE CONTRACTOR SHALL INSTALL INLET
PROTECTION TO STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM.
6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
7. THE CONTRACTOR SHALL CONVERT THE SEDIMENT BASIN TO THE WET DETENTION POND ONCE
THE ENTIRE DRAINAGE BASIN IS FULLY STABILIZED. THE CONTRACTOR SHALL REMOVE ANY
SEDIMENT FROM THE POND AND ESTABLISH THE FINAL POND BOTTOM ELEVATION. ONCE ALL
CONSTRUCTION IS FINISHED WITHIN THE POND DRAINAGE AREA THE CONTRACTOR SHALL
REMOVE THE SKIMMER TO COMPLETE THE WET POND CONSTRUCTION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY NCDENR.
10. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR, THE CONTRACTOR CAN
REMOVE TEMPORARY EROSION CONTROL MEASURES.
11. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN
SPRIGGED, SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK (NO SEPARATE PAYMENT).
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
ANDIOR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE
FIRST MEASURE INSTALLED.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFFSITE BORROW OR WASTE AREAS,
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR FOR
APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY
MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND
THE ENGINEER A COPY OF THE AMENDED PERMIT.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMENT
).
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
12.. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE ENGINEER. (NO SEPARATE PAYMENT). NCDENRS FINAL APPROVAL IS REQUIRED.
I& TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
AREA, (NO SEPARATE PAYMENT).
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP4;AP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
MAINTENANCE PLAN
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWINGEVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE
STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT FENCE - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
5. INLET PROTECTION - INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER
EACH SIGNIFICANT Q INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
6. SEDIMENT BASIN - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
A IN ONE HALF OF THE DESIGN P SEDIMENT IN AN
WHEN IT ACCUMULATES TO WITH O N DEPTH. PLACE
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA
7. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE
THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR
SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM
IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE
SKIMMER FROM PLUGGING WITH ICE.
8. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT
4INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
9. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT
THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP
LINED APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE
COVER.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
300 LB/ACRE 10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 12D
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND 50
COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10.10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMER Q CO (CANS WITH
DISABILITIES ACT 2010 ADA STANDARDS THE NORTH CAROLINA
( ), E OL NA BUILDING CODE/ANSI
A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY
REQUIREMENTS.
PARAMOUNTE ENGINEERING, INC. (PEI) HAS DEVELOPED THESE NOTES AND DETAILS
TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN
TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION, PEI HAS MADE A POINT IN
THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES /
GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1 AND
APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES AND
DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE
OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK
3. THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN
THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PEI OR
OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN
RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES
AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND
DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK CURBING,
G, AND PAVEMENT
DETAILS FOR ADDITIONAL INFORMATION.
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM
ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC
STREETS OR SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE
BUILDING OR FACILITY ENTRANCE THEY SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING
S,
GS
ACCESSIBLE FACILITIES ACCESSIBLE ELEMENTS, AND ACCESSIBLE P MEN LE SPACES THAT ARE
ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A
MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING
SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR
RAMPS OR CURB RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE
FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL
CHANGE IN LEVEL PERMITTED).
S. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE
FOURTY-EIGHT (48) INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE
HANDRAILS ARE PROVIDED (NC BUILDING CODE 1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT
THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE
FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES
MINIMUM DURING THE TURN AND FORTY- 42 INCHES MINIMUM TWO ( ) LEAVING THE
TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX
(36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES
MINIMUM.. SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE
ROUTES'
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES
SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (2DO) FEET
MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY
(60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT
PROVIDE A COMPLIANT TSHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF
THE TSHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
NORTH CAROLINA BUILDING CODE/ ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE
BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE
ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE
ROUTE, THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010
ADA STANDARDS), A117.1, THE NC BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE IV OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
i 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
NC ACCESSIBILITY NOTES (CONT.):
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%
SHALL BE CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC
BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE
CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS
0
SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION.
C ON. THE LANDING
CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WI P WIDEST RAM RUN LEADING TO THE
LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM.
RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR
LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON
BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
7 .FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP
RESISTANT.
B. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE
OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING
CLEARANCES REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP
THE REQUIRED LANDING AREA WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE
ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT
TURNING SPACE.
'Alj it l ZT_T.: f JI: C•S1 *3
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT
SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS
SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES MINIMUM EXCLU
SIVE
USIVE
OF FLARED SIDES, IF PROVIDED. 'NOTE NC BUILDING CODE REQUIRES EXTERIOR
ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE (I104.1 & 11042).•
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENG
TH
OF THE LANDING SHALL BE THIRTY-SIX(36) INCHES MINIMUM. THE CLEAR WIDTH OF
THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP EXCLUDING FLARE
D
SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN
2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,
OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE
FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR
PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY
CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION
BY PARKED VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH
DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL
WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR
PLACEMENT, ORIENTATION AND NOTES. THE NC BUILDING CODE DOES NOT
CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO THE 2010 ADA
STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,'%: INCH WIDE BY %
INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED
ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB
RAMPS AND NOT IN THE RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
NC ACCESSIBILITY NOTES (CONT.):
PARKING SPACE NOTES:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE
ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING
ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE.
ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD
PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR
ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING
SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR
ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES
MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE
DEFINING THE PARKING SPACE OR AC
CESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE
BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS
FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE
ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS
PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY
SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL
BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR
ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE
PASSENGER SIDE OF THE PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL
BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL
AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
EXCEEDING 2.0% IN ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH
OF AN ACCESSIBLE ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES
SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES
MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES
INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE
PARKING SPACES.
12. EACH ACCES
SIBLE PARKING SPACE SHALL BE PROVIDED
WITH SIGNAGE DISPLAYING
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A
MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT
INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED
WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTATED WITH
BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE
SECTION 1106ASHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA
GENERAL STATUTE 20-37.6 AND 136.30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC
CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR EACH SPACE. SIGNS TO
INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL
SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN
BE DISTINGUISHED FROM PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE
NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE
THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE
VEHICLE PULL-UP SPACE THEY SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE
VEHICULAR WAY.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL
WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES , , . ,
SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. JA, j
CHANGES IN LEVEL ARE NOT PERMITTED.
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM
SHALL BE STABLE, FIRM AND SLIP RESISTANT.
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE
FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER
LOADING ZONE TO A VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL
CLEARANCE OF ONE HUNDRED FOURTEEN (114) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS
WITH DISABILITIES ACT (2010 ADA STANDARDS)AND THE NORTH CAROLINA BUILDING
CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS
WITH DISABILITIES ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1
AND SHALL BE ON AN ACCESSIBLE ROUTE.
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SITE INFORMATION
PROJECT NAME: O'REILLY AUTO PARTS
PROPOSED USE: RETAIL
TAX PARCEL NUMBER: 108816836551
SITE ADDRESS: 4607 MAIN STREET
LOCKWOOD FOLLY TOWNSHIP
SHALLOTTE, NC
CURRENT ZONING: HB (HIGHWAY BUSINESS)
TOTAL SITE AREA: 115,283 SF (2.65 ACRES)
LOT 1 - 39,111 SF (0.90 AC)
LOT 2 - 76,165 SF (1.75 AC)
OWNER INFORMATION: SHALLOTTE DEVELOPERS, LLC
1121-P MILITARY CUTOFF ROAD
WILMINGTON, INC 28405
DIMENSION REQUIREMENTS
FRONT SETBACK 20'
SIDE SETBACK 10'
REAR SETBACK 20'
BUFFER 8'STREETSCAPE
BUILDING INFORMATION
1-STORY BUILDING - 7,200 SF TOTAL FOOTPRINT
TOTAL IMPERVIOUS AREA
EXISTING IMPERVIOUS 31,800 SF (TO BE REMOVED)
PROPOSED BUILDING 7,200 SF
PROPOSED SIDEWALK 557 SF
PROPOSED PARKING 21,664 SF
TOTAL PROPOSED IMPERVIOUS 29,565 SF
FUTURE DEVELOPMENT 39,879 SF
TOTAL PROPOSED & FUTURE: 69,300 SF (1.59 ACRES) - 60.0%
TOTAL PARKING
MINIMUM REQUIRED: 1 SPACE PER 300 SF OF FLOOR AREA = 24 SPACES
MAXIMUM ALLOWED: 1 SPACE PER 200 SF OF FLOOR AREA = 36 SPACES
TOTAL PROVIDED (PROPOSED): 41 SPACES'
HANDICAP PARKING REQUIRED: 2 SPACES
HANDICAP PARKING PROVIDED: 2 SPACES
"PARKING PROVIDED IN EXCESS OF MAXIMUM WILL BE PERVIOUS PAVEMENT OR
CONCRETE
BUILDING
HEIGHT: 19'-0" (40' MAXIMUM ALLOWED)
BUILDING FACADE: MASONRY
SPRINKLER SYSTEM: NO
EXISTING STRUCTURES ON -SITE TO BE REMOVED PRIOR TO CONSTRUCTION.
SURVEY BY:
PARAMOUNTE ENGINEERING, INC.
DAVID M. EDWARDS, Pill
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NC 28403
PHONE: [phone]
FLOOD NOTE:
THIS TRACT LIES WITHIN DESIGNATED FLOOD ZONE X AND All (BASE 10) ACCORDING TO
FEMA FIRM COMMUNITY -PANEL NUMBER 3720108800J, BEARING AN EFFECTIVE DATE OF
JUNE 2, 2006. ZONE "X" INCLUDES AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF
1 % ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES
FROM 1% CHANCE ANNUAL FLOOD. ZONE All LIES WITHIN THE 100-YEAR FLOOD ZONE.
SITE LIGHTING NOTE:
ALL SITE LIGHTING WILL BE DESIGNED WITH SHIELDS SO THAT IT WILL NOT SHINE
DIRECTLY ONTO ADJACENT PROPERTY.
HVAC NOTE:
ALL HVAC EQUIPMENT WILL BE LOCATED ON THE BUILDING ROOF.
GENERAL NOTES:
1.) ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE OR
PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR TO FIELD VERIFY
EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID
AND STARTING CONSTRUCTION.
2.) COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
3.) REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS AND
BOLLARD LAYOUT ADJACENT TO FOUNDATIONS.
KIM=I53
CI--,
-- -- -- -- -- -- -- -----
8" INNER MAIN
- W--- W--- W--- w-- W---- W..-- w w W--- W- w- -- W--- w- w---- --a- w w--IN9UT=v4. 1c
4" FORCE MAIN (SW TO PS)
FM -- FM----- FM --- III -- FM--- FM--- FM---- FM --- FM---- FM--- FM--- FM- - FM- M-- FM----- FM- FM-
-- FM------- FM---- FM---- M FM---- FM------ FM----- FM- --- FM FM--.-_. FM-"-- FM--- --= - FM---
\..--_---__---_---
6" FORCE MAIN (NE TO P)-----.- ---- -- -_ ,, - - -.-- -- -- -- ---
CI +:
RIM =11.43
INV OUT = 5.72
GQQ
RIM =11.76
INV OUT = 6.87
CI
RIM = 10.68
INV OUT = 4.97
m
C
W-.--
CI
RIM = 6.43
- - - - - - INV OUT = 2_01
W W - W------ W-'---- W-- - W rr�fi- W-- V
- FM--
-FM--g-- =-FM-- FM-- FM--Z `M
RIM = 6.46
- - - INV OUT =1.89 -
w----- wiv P 24W -
21
3 (ASPHALT) 3
DIp
ns'15
RIM = 7.67
RIM =d6j.64RCP18"
1ss'
INV OUT = 4.01
RCP 18"
INV OUT
RCP 18"
n
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I
•-CI
RIM = 6.49
INV OUT = 3.23
Fi.-=;FM ,Fry{_-..-'• rM";;- M.---•---'fir. ....,. _ _ ,. ...v. .<. •... _
::... - 8'.W �....N .y... ' •,: ...':' x.. .... •:' ...•:;,,", w W W- - W w- -- W-- W--- w - w- --- w---- w------ W--- - - W-- ---- w----- w--
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IRS
IRF IRF � N50°0 11"E
1 _8T r(
iAhli! DI
z
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D.BU,_,_'
rr FFR RIM = 6.32
4 ~ I C' c� INV OUT = 3.66
I PROPOSED RELOCATION OF EXISTING
ERNT S TBA K - _ �I POWER POLE. SITE CONTRACTOR SHALL ?
- - ( ml COORDINATE WITH UTILITY OWNER FOR IGN z
{ I 1 O © I EXACT RELOCATION PLACEMENT.op
2VIR 20'R
,R 3,R �I m TR T
PROPOSED ELECTRICAL SERVICE LINE. SITE z
18 I 5 ( CONTRACTOR SHALL COORDINATE WITH /
UTILITY OWNER FOR EXACT LOCATION AND at /ELEC.
+ 3. I b I I m) BUILDING PLANS FOR SERVICE SIZE. 5a' / 3/ OUTLET
1 PROPOSED TELEPHONE SERVICE LINE. SITE
3 m CONTRACTOR SHALL COORDINATE WITH
UTILITY OWNER FOR EXACT LOCATION AND / g
BUILDING PLANS FOR SERVICE SIZE. ^ry
t•�.' _ •7�,.. ,�`-`.•.j' ':�.. .• �`:. 2 yea
18
SPACES TO HAVE /
` ± j PERVIOUS PAVEMENT OR I PROPOSED ELECTRIC METER
PERVIOUS CONCRETE O (a (SEE ELECTRICAL PLANS) LOT 2
g
i m 1.75 AC z
`4_� Iw ( FUTURE DEVELOPMENT
w
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3p
STORMWATER k . � z a
� MANAGEMENT !
CI < 44;1 k POND
IRF
RIM = 8.86 RCP 32" I =
INV OUT = 0.46 ( IRF' v - �V .. _ _ ` �\ k\k l rl z =
\ k ! F FLOODWAY
ao-
KEY NOTES: `nrryk ... _ .' _
1O CONCRETE PAVING: 19 HANDICAP PARKING SYMBOL: 1® STRIPING: ® DESIGNATED ACCESSIBLE ROUTE: v /rQ� \\ k /
REFER TO DETAIL 11C•6.0 REFER TO DETAIL 5/C-6.0 PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. PROVIDE STRIPING AND SLOPE 5% p ro, �, e(/FF
® ASPHALT PAVING WITHIN NCDOT RIGHT OF WAY: 10 HANDICAP ACCESS UNLOADING ZONE: USE HIGHWAY MARKING PAINT -YELLOW (2 COATS} MAXIMUM IN DIRECTION S TRAVEL .yam y - .. ,
WITH Z% MAXIMUM CROSS SLOPE."'N' tl - + -+ LL -
NOT APPLICABLE SLOPE 2% MAX. EACH WAY (ADA 19 DETECTIBLE WARNING MAT: - • - . • • - + • - . - r - - V - . - •� \ Y�f
COMPLIANT) AND STRIPE AS SHOWN. O REFER TO DETAIL 10/C•6.0 NO CURB AT ADJACENT 'N ` \ /+ / I r S= L
® HEAW DUTY ASPHALT PAVING: q SCREEN FENCE: PROPERTY ACCESS EDGE.
REFER TO DETAIL 2BIC-6.0 © REFER TO DETAIL 121C-6.0 ® SIGN LOCATION: NEW CURBING AND PAVING PER CITY Z
3 CONCRETE CURB: SIGN FURNISHED AND INSTALLED BY OWNER. ®
1 SCREEN FENCE GATES: REFER TO SITE UTILITIES PLAN FOR DETAILS. DESIGN STANDARDS AS REQUIRED `� _ y - . • ` - _
REFER TO DETAIL 3/C•6.0 © FOR INSTALLATION OF NEW • Y ' ,. - \ - - ' , " / /
REFER TO DETAIL 111C-6.0 MH:y
® CONCRETE SIDEWALK: ® CONCRETE DRIVE APRON: UTILITIES. REFER TO SITE UTILITIES
Q CONCRETE BUMPER BLOCK: TO BE INSTALLED PER CITY AND/OR STATE
REFER TO DETAl41G6.0 8'W x 5"h x 6l LONG CONCRETE. ANCHOR DESIGN STANDARDS. FOR TOWN OF ® ELECTRICAL TRANSFORMER: /N V ' Z
O5 CONCRETE DOOR LANDING: TO PAVING WITH (2) T-W LONG #4 REBAR SHALLOTTE STANDARDS, REFER TO DETAIL NOT APPLICABLE -
REFER TO DETAIL 4fC-6.0 AND STRUCTURAL DETAILS. 14/C-6.1 ` . - - - / F•L(
PARKING LOT LIGHTING:
RAMP PAVING AS INDICATED, LANDING CAN BE POURED b \
REFER TO SITE LIGHTING PLAN ® STEEL TREAD PLATE: CHAINLINK FENCE:
®
MONOLITHIC IF CONCRETE PAVING IS USED. FOR LOCATION AND TYPE. NOT APPLICABLE - SEE DETAIL 19/C-6.1 • _ - ` 2 x
•� � /
© STEEL BOLLARD: Q LIMITS OF NEW PAVING: ® NOT APPLICABLE CONCRETE E. ® PHYSICAL ADDRESS SIGNAGE:rY
REFER TO DETAIL 6/C-6.0 MATCH EXISTING PER CITY AND/OR ADDRESS NUMBERS: 4607 y . _ . • . I n
O7 HANDICAP PARKING SIGN: STATE STANDARDS. ® RETAINING WALL: ADDRESS NUMBERS TO BE A MINIMUM OF
16 4" IN HEIGHT,1/2" IN STROKE WIDTH, AND
REFER TO DETAIL 7IC 6.0 O ROLL DOWN CURB: NOT APPLICABLE NOT APPLICABLE SHALL CONTRASTING COLOR WITH \ GRAPHIC SCALE 0 10 20 40 80 (/)
CONCRETE CURB: THE BACKGROUND WALL.
8 CONCRETE SIDEWALK: 1
©
PER CITY/STATE DESIGN STANDARDS. IF NO NEW CONCRETE CURB TO MATCH EXISTING 3® EMERGENCY VEHICLE LANE MARKING: ® CONCRETE CURB (NCDOTI:
STANDARDS, REFER TO DETAIL 4/C-6.0 PER CITY AND/OR STATE DESIGN STANDARDS. SEE DETAIL 13/C-6.0 MATCH EXISTING SCALE: 1"=20' I
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C-201
PEI JOB#: 13287.PE
i

0
O B� �17 t ' r
-. Northside ;
y -
b
h1� NC.
P
3 sti'K^v `v s 8 w'
%�`'/•�'- \`\�'+ �+ RIVER \
✓ i HALLOTTE/F i . @----�''`��•
' �� i `v 9� • U9wfrd GL
LOCATION MAP
(NOT TO SCALE)
ASPHALT/CONCRETE AREA NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
STORMWATER NOTE:
1. THIS PROJECT DRAINS TO A PROPOSED WET DETENTION BASIN THAT IS DESIGNED TO CONTROL THE
FIRST 1.5" OR RUNOFF AND THE PRE VS POST FOR THE 10 YEAR EVENT.
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF SHALLOTTE, BRUNSWICK COUNTY, AND
THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO
PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET
PROTECTION SHALL REMAIN IN PLACE UNTIL THE PARKING LOT IS PAVED.
3. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT
AND/OR CONCRETE AREAS TO MATCH PROPOSED GRADES.
4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE OF
PAVEMENT, UNLESS NOTED OTHERWISE.
5. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS ON -SITE COLLECTION SYSTEM. NO ROOF DRAINS
SHALL BE DIRECTED OFF -SITE WITHOUT ENTERING THE ON -SITE COLLECTION FIRST.
6. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. CONTRACTOR
SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS AND REPORT ANY
DISCREPANCIES TO OWNER AND/OR ENGINEER.
7. THE CONTRACTOR SHALL USE EITHER RCP (CL. 111) OR HDPE PIPE FOR THE STORM DRAINAGE
SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 HP STORM PIPE
OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION,
THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO
PREVENT FLOATATION IF HDPE PIPE IS CHOSEN.
8. CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION - PROPOSED
O'REILLY'S AUTO PARTS STORE AND OUTPARCEL., SHALLOTTE, NC PREPARED BY RFTS SOILS
ENGINEERING AND TESTING SERVICES, PLLC. RIFTS JOB NUMBER 912-13, AND DATED NOVEMBER 12,
2013 FOR SITE CONSTRUCTION RECOMMENDATIONS.
STORMSEWER SCHEDULE
Line
LineLength
PipeSize
PipeSlope
Inv ElevDn
Inv ElevUp
Gmd/RimDn
Gmd/RimUp
Une ID
(ft)
(in)
%)
(ft)
(ft)
ft
(ft)
1
31
24
4.13
1.75
3.03
0.00
10.15
MH-2TO FES-1
2
55
18
0.54
3.03
3.33
10.15
10.75
DI-3 TO MH-2
3
115
18
0.50
3.33
3.90
10.75
10.46
DI-4TO DI-3
4
157
15
0.50
1 3.90
4.68
10.46
1 10.86
DI-5 TO DI-4
5
114
15
0.50
1 4.68
5.25
10.86
1 10.35
MH-6TO DI-5
6
47
15
0.51
5.25
5.49
10.35
9.40
D1-7T0 MH-6
SYMBOLSLEGEND
REFER TO SURVEY FOR EXISTING
CONDITION SYMBOLS LEGEND
LIST ABBREVIATION
- - 8 - -
EXISTING GRADE LINES
GRADE NONE
SIDEWALK SW
TOP OF WALL T W
TOP OF CURB TC
-10--
PROPOSED GRADE LINES
TOP OF PAVEMENT PVT
PVT=88.38
TC=88.92
NEW GRADE GO
CONCRETE CONIC
NEW BUILDING CONSTRUCTION
EX. TOP OF CURB ETC
EX.GRADE EGD
EX. PAVEMENT EPVT
EX. SIDEWALK ESW
FLOW LINE FL
HIGH POINT HP
NEW POLE SIGN LOCATION
®
-
LIMITS OF DISTURBANCE
LOD
TEMPORARY SILT FENCE
- SF-
-�.-+•
DRAINAGE FLOW ARROW
DI-1
PROPOSED DROP INLET
MH-2
PROPOSED MANHOLE
i
( r�
Cl
RIM =11.43
INV OUT = 5.72
e .
RIM = 11.76 \
INV OUT = 6.87
Cl
-�2I = T0.6
INV OUT =4.97 %
I
RIM = 8. 6
INV OUT = 0.
I
1
r
J PROPOSED LIMITS OF
1 / DISTURBANCE
N
�,<. 2 � l+(= �.-r..�:.T,.'. ''FHt F61-'--a•� .Fid�--:•�;,:
----- �a--- - - -- W W- -- W --- -- W G[
IRF
TC=11.99
12-11.96-j-1��1$".
c=10.51
a.
\PVT=11.53
PVi=11.67
PVT=11.
ji
TC=12.07
TC-12.21
PVT=11.42
PVT-1.126
2.1
PVT=1
�\".
LINE
-�-
'
T=10
P:a.Vj
HP=11.55
=11,
PVT=11.11IN104.6
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+a
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98GT�C=..r1+
'... . 1 • _
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GD=10.23
I�(//3' - 2-�. 4- -3- �\
\RCP 32" I I _ - V IRF -3
\I\ ; FUTURE POND {RF'
I l MAINTENANCE
EASEMENT
PROPOSED LIMITS OF
I DISTURBANCE
KEY NOTES:
iQ
TEMPORARY CONSTRUCTION ENTRANCE
©
FAIRCLOTH SKIMMER
REFER TO DETAIL 17/0.6.1
REFER TO DETAIL 21/C-6.1
20
INLET PROTECTION:
®
TEMPORARY SILT FENCE OUTLET
REFER TO DETAIL 16/C-6.1
REFER TO DETAIL 26/C-62
30
FABRIC SILT FENCE:
REFER TO DETAIL 15/C-6.1
®
RIPRAPAPRON:
REFER TO DETAIL 18/C-6.1
5O
OUTLET STRUCTURE:
REFER TO DETAIL 231C-6.2
©
EMERGENCY SPILLWAY:
REFER TO POND DETAIL 25/C-62
7O
CHIUNLINK FENCE:
REFER TO CHAINLINK FENCE
DETAIL 19/C-6.1
NOTATION:
CI
= CURB INLET
DI
= DROP INLET
CO
= CLEANOUT
DDI
= DOUBLE DROP INLET
MH
= STORM DRAIN MANHOLE
FES
= FLARED END SECTION
FFE
= FINISHED FLOOR ELEVATION
BPE
= BUILDING PAD ELEVATION
SPILL GUTTER
(REVERSE GUTTER, SEE DETAIL)
i.
PVT 11a93 -
W 1193 l
o a o
PVT=11.77 =11. PVT=11.82 PVT=
pS�W=11.93 SW 1.93 SW=11.93 SW=1
7�42 7�63 1� 7�82 7�)2 1�6p
a�c77� al,�•''Qe all.'''i alp'''i alp�''e2 �a7��
HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL
NOT EXCEED 2.0% IN ANY DIRECTION IN THIS AREA.
HANDICAP
2 PARKING DETAIL
C-3.0 SCALE: 1"=10'
h
1.97
FUTURE \ h /
DEVELOPMENT
i coLu
l ��
I
cko
CD
00
4 �
OAK ,
FUTURE POND v
GD=MAINTENANCE 9.20 PROPOSE T MPORARY
% MH.2 INV=3.03 ' y o SILT FENCE OUTLET.
/ EASEMENT SEE DETAI( ,
PVT=10.8J$ z GD=8.50 7
vi 9 i l/
TC=
- %VE2
1
7 /
2
2 0 / n,
0 / -2
-a
GD=8.50 S 'y / � / /-7rV
7- /
PROPOSED/PTO t�1WATER MA GE6AENT
4 POND AND TEMPORARY SEDIMENT BASIN.
\\�S RlO
APRON_#1
\ / SEE DETAIL 24/C-6.2 ANq DETAIL 20/C.-6.1
\ �\
\\ \
\
\\� \\� / 30• \ \ \ GD=8.50
8 5
\` �`� \ GD 8.50 40 42 LE 1ST trL.IIiRCPj 'j j•
\\ \ TQRM SEW)=R
\\� \ 6
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SCALE: 1"=2V F-1
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C-3.0
PEI JOB#: 13287.PE

0
137
Northsid
0A
av
<
A
>
RIVER,
F HAI I n--
LALLOTTE
'o
y lot
LOCATION MAP.
(NOT TO SCALE)
KIM = 1.0.5
8. ER MAIN
w ---
-- - w -------- - w------- W W --------
W -------- W -------
w--- w W- - --------- --
4- FORCE MAIN (SW TO PS)
FM------ FM------ FM------
FM--------- FM---- FM------- FM FM-----
FM------- - FM-------- FM-------
FM---- FM-- FM---
FM------- FM FM----
FM -- --- FM------ FM--------- FM
FM----- FM-- FM-------- FM---------- FM---- FM--
FM---- FM--
FMFM FM-------
6- FORCE MAIN (NE TOWWrP),,-
RIM = 11.43
OUT = 5.72
DI
IM = 11.76
)UT = 6.87
cl
lg-= TO.69
)UT = 4.97
RIM =8'6 INV OUT = 0. 6
MAIN STREET (US HIGHWAY 17)
80' PUBLIC RM
RCP 18" Ip
r.
—340 0
'o M -
4F
-7'Z
•
W 7
W.K:l• W—
IRF IRF
w ------ W--- w w— IN w vv-
W— Vwl W-RCP 2�!IW
�w
FM----- FM -- -- — - FM-- FM FM-
-
--- FM
--- FM ------ — FM------ FV--
k— FM------- FM— FM----- FM ------ FM- — FM
- ----- �KA------- FM--------- FM
)I
D
cl
RIM = 7.67
RIM = 6.65
INV OUT = 4.01
RCP 18"
INV OUT = 3.02
RCP 18"
RCP 18"
1. _7tAl 7,
w--- W-- W--
w— W— W--
— —
W------ w Ww
RIM = 6.49
INV OUT = 3.23
W--- W--
f I F�-
X "I 0
0 10 20
GRAPHIC SCALE
40 80
SCALE: 1"=20'
I
.75
RIM:
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l_PEI JOB#: 13287.PE

GENERAL UTILITY NOTES:
1. TAX PARCEL NUMBER: 108816836551
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF SHALLOTTE
STANDARDS AND SPECIFICATIONS.
3. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR
RIGHTS -OF -WAYS THE CONTRACTOR IS REQUIRED TO NOTIFY CONCERNED
UTILITY COMPANIES IN ACCORDANCE WITH GS 87-102. CONTRACTOR SHALL
VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
NO SEPARATE PAYMENT. EXISTING UTILITIES SHOWN ARE TAKEN FROM MAPS
FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY
LOCATED (i.e. TELEPHONE, GAS, CABLE, ETC.).
4. THE CONTRACTOR SHALL DIG UP EACH UTILITY WHICH MAY CONFLICT WITH
CONSTRUCTION 14 DAYS IN ADVANCE TO VERIFY LOCATIONS (HORIZONTALLY AND
VERTICALLY) TO ALLOW THE ENGINEER AN OPPORTUNITY TO ADJUST THE DESIGN
TO AVOID CONFLICTS (NO SEPARATE PAYMENT).
5. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER AND BE RESPONSIBLE
FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES AND
SIGNS AND/OR UTILITIES IN ACCORDANCE WITH UTILITY OWNER REQUIREMENTS
DURING THE UTILITY INSTALLATION. (NO SEPARATE PAYMENT).
6. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR UTILITY CROSSINGS
AND REPAIR DAMAGES DUE TO CONSTRUCTION TO THE SATISFACTION OF THE
UTILITY INVOLVED AT NO ADDITIONAL EXPENSE TO THE OWNER. UNDERGROUND
ELECTRICAL CROSSINGS SHALL BE CROSSED IN ACCORDANCE WITH THE NEC
AND TECHNICAL SPECIFICATION SECTION UNDERGROUND ELECTRICAL
CROSSING REQUIREMENTS.
7. WHERE DEEMED NECESSARY BY THE ENGINEER THAT A SUBSURFACE DRAINAGE
SYSTEM IS REQUIRED, THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS,
LABOR, EQUIPMENT, TIE-IN'S TO EXISTING DRAINAGE STRUCTURES AND ALL
OTHER INCIDENTALS NECESSARY TO PROVIDE COMPLETE INSTALLATION IN
ACCORDANCE WITH THE TOWN OF SHALLOTTE. IMPROPERLY INSTALLED AND
NON-FUNCTIONING DRAINAGE SHALL BE REMOVED AND REPLACED AT THE
CONTRACTOR'S EXPENSE. EXISTING FRENCH DRAINAGE DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED AND OR REPAIRED AT NO ADDITIONAL
EXPENSE TO THE OWNER.
8. STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE
AND JOINTS EXPOSED DURING CONSTRUCTION SHALL BE INSPECTED BY THE
OWNER PRIOR TO BACKFILLING.
9. ALL UNUSED UTILITY SERVICES SHALL BE KILLED AT THE MAIN FOR
ABANDONMENT OF UNUSED SERVICES.
10. THE TOWN OF SHALLOTTE SHALL MAKE THE TAPS FOR ANY PROPOSED
CONNECTIONS TO THE EXISTING WATER OR SANITARY MAINS. THE CONTRACTOR
SHALL COORDINATE WITH THE TOWN OF SHALLOTTE.
LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
- -
ROAD CENTERLINE
-
EXISTING CONTOUR - -
- - - -95-
- - - - -
OVERHEAD POWER LINE
OHE
OVERHEAD TELEPHONE LINE
OHT
OHT
WATERLINE -----.--
W--- W__--
W_-_-.
GAS LINE
G G
G
STORM SEWER
SANITARY SEWER .___.__
SS-____.__
SS
----_----
FORCE MAIN
FM----
FM-----
SANITARY SEWER MANHOLE
Sj
DROP INLET
(�
UTILITY POLE
0
LIGHT.POLE
0
A/C UNIT
❑HVAC
TRANSFORMER
DFFI
WIRE HEIGHT
WH
LAMPPOST
*LP
WATER VALVE
FIRE HYDRANT
SANITARY SEWER CLEANOUT
p
SIGN
PROPOSED SEWER CLEANOUT
a.o.
PROPOSED WATER SERVICE
W
PROPOSED SANITARY SEWER SERVICE
SS
PROPOSED FORCE MAIN
FM
GI
=11.43
T = 5.72
DI� ,
11.76
= 6.87
CI
10.68
- 4.97
CI
RIM = 8.86
VOUT =0.46
UTILITY CONTACTS
GAS
OPERATING AUTHORITY:
ADDRESS:
PHONE #:
WATER & SANITARY SEWER
OPERATING AUTHORITY:
ADDRESS:
CONTACT:
PHONE*
POWER
OPERATING AUTHORITY:
PHONE #:
TELEPHONE
OPERATING AUTHORITY:
PHONE M
EXISTING FIRE
HYDRANT
MAIN STREET (US HIGHWAY 17) _
80' PUBLIC RM/
(1)1" CAST IRON WATER
METER & (1)1" CAST IRON
IRRIGATION METER
RCP 18"
3Ho- -
3H0 p�
�ro
FtA -4:.- FM--.------.tvt. ^:PM ae�F1H .'FAk` -:f�A. :IiA•,
Vj-C'---- W------ S - -- W --- W- W-- W- -
IRF IRF
-- - -- -------- ----
I I f
I BACKFLOW PREVEN O S
I I - - - --- DOMESTIC & IRRIGATION, BY
CONTRACTOR
to
0
W_
PIEDMONT NATURAL GAS
1321 S. 10th STREET
WILMINGTON, NC 28401
[phone]
ka
TOWN OF SHALLOTTE
PUBLIC WORKS DEPARTMENT
106 CHEERS STREET
SHALLOTTE, NC 28459
MR. ALBERT HUGHES
[phone]
DUKE ENERGY
1-800-452-2777
BELL SOUTH
1-800-632-4949
RCP
APPROX. LOCATION OF
WATER SERVICE TO BE
ABANDONED
RIM = 7.67
INV OUT = 4.01
RIM = 6.65
INV OUT = 3.02
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i' IRS IRF
1"E
CI
RIM = 6.49
INV OUT = 3.23
i 129.8T 3
DI
PROPOSED RELOCATION OF EXISTING RIM = 6.32 I /
POWER POLE. SITE CONTRACTOR SHALL
COORDINATE WITH UTILITY OWNER FOR INV OUT = 3.66
EXACT RELOCATION PLACEMENT. / 05 •/ _
a
LL I APOX. LOCATION OF EX.
SEWER SERVICE. CONTRACTOR
I ( SHALL CONNECT PROPOSED TR i
1-1/2" SEWER SERVICE. z
LL= /
PROPOSED ELECTRICAL SERVICE LINE. SITE
CONTRACTOR SHALL COORDINATE WITH ELEC.
} UTILITY OWNER FOR EXACT LOCATION AND / I 3 OUTLET /
BUILDING PLANS FOR SERVICE SIZE. i
PROPOSED TELEPHONE SERVICE LINE. SITE
m CONTRACTOR SHALL COORDINATE WITH
UTILITY OWNER FOR EXACT LOCATION AND I
BUILDING PLANS FOR SERVICE SIZE.
�I PROPOSED
ELECTRICAL METER i z
CONTRACTOR SHALL VERIFY SIZE AND I /
PENETRATION LOCATION OF PROPOSED
WATER AND SANITARY SEWER SERVICES
WITH ARCHITECTURAL PLAN PRIOR TO
INSTALLATION
LL
III l I � i
1-1/2" SDR-21 PVC a Lu F
ILL SEWER FORCEMAIN / /o
PROPOSED DUPLEX
a I GRINDER PUMP STATION t o I
INV IN=8.96 ' ^2OAK /
(SEE DETAIL) / 4n�
iLj / IPF
/I
\\ STORMWATER
MANAGEMENTPOND 7 2
IRF
IRF
IRF
`Nly 3� R/A \\�• �� / 2
2 \
Y 2
� N
PG=10.51 PG=11.09 \\ \ ~
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by
1-1/2" SDR 21 PVC 3/4" SDR-9 PE 3408 1 F
FORCE MAIN WATER SERVICEco
I
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TOP=6.67 � TOP=6.56
15" RCP 15" RCP 41%
STORM SEWER STORM SEWER -'�
INV=5.22 INV=5.11
INSET #1 WSET #2
NOT TO SCALE NOT TO SCALE
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SEAL
C.4*0
PEI JOB#: 13287,PE

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DESIRABLE DRIVEWAY GRADES
GRACE WHEN *+2% OSAOE WHEN THIS
ISSIUEWALK IS SIDEWALK LOCATION
LOCATION -
+15% OR fLATT
+15% OR
0R FIATTEA _ -
-2i OR FLATTER 8i OR FLATTER - - - - - - _
-Tbk OR FLATTER -
•SIDEWALK LOCATION
(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
DIST.
.GRADE
8' OR LESS
5'-0"
8' OR LESS
2'-0"
zi*
+29*
12' E, OVER
4'-6"
7'-0"
+24•
MAXIMIBI DRIVEWAY GRADES
BERM
A 8 5'-o" 51-0.
•+2% GRADE WHEN •+2% ORADE WHEN THIS
THIS IS SIDEMLLK 18 SIDEWALK LOCATION
LOCATION
2" DEEP SAI' CUT
EXI INEWAY
`.PROPOSED DRIVEWAY PAVEMENT
PAVEMENT
METHOD OF TIE IN
WHEN. EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
DRIVEWAY PAVEMENT.
14 CONCRETE DRIVE APRON
NOT TO SCALE
FENCING
A. FENCING SHALL CONFORM TO DETAIL SHOWN AND THE CURRENT STANDARDS
ESTABLISHED BY THE CHAIN LINK FENCE MANUFACTURERS INSTITUTE.
B. FRAMES SHALL CONSIST OF CLFMI TYPE 1 MATERIALS SIZED TO ACCOMMODATE
THE SPANS REQUIRED POSTS SHALL BE OF STANDARD WEIGHT, HOT DIPPED
GALVANIZED PIPE CONFORMING TO ASTM A-120 SCHEDULE 40 FOR CORNER
AND GATE POSTS, AND SCHEDULE 20 FOR LINE AND TOP RAILS.
C. GATE FRAMES SHALL BE FABRICATED OF GALVANIZED STEEL AND SIZED TO
ACCOMMODATE SPANS REQUIRED. GATES SHALL BE SWING TYPE WITH THREE
STRAND BARBED WIRE, SUPPORTED WITH TENSION BARS AND BRACING AS
REQUIRED. GATE POSTS SHALL BE SIZED TO ADEQUATELY SUPPORT THE GATE
OVER THE SPAN SHOWN ON THE PLANS. GATE POSTS, GATE HINGES, GATE
STOPS AND LATCHES SHALL BE OF ADEQUATE STRENGTH FOR THE GATE
PROVIDED AND LATCHES SHALL BE SUITABLE FOR SECURING WITH A PADLOCK.
D. FENCE FABRIC SHALL BE 21NCH MESH, 9-GAUGE CHEMICALLY CLEANED AND
ZINC COATED, CONFORMING TO ASTM A392 FOR CLASS 2 FABRIC.
E. BARBED WIRE SHALL BE 12-1/2 GAUGE GALVANIZED, WITH 4 BARBS AT 5 INCH
SPACING. BARBED WIRE SHALL BE STRETCHED TIGHT, ADEQUATELY SECURED
TO EACH ANGLE ARM AND COATED CONFORMING TO ASTM A392 FOR CLASS 2
FABRIC.
DIMENSIONS AND WEIGHTS: NOMINAL DIAMETER AND MINIMUM
WEIGHTS FOR ALL CHAIN LINK POSTS, FRAMES AND GATES SHALL
BE IN ACCORDANCE WITH THE FOLLOWING TABLE:
USE AND SECTION
OUTSIDE DIAMETER
MINIMUM MIT. PER FOOT
NOMINALNOMINAL
LBS.
END CORNER AND PULL POST
(TUBULAR FABRIC HEIGHTS, 6'0"
2.375
3.65
AND LESS: ROUND
OVER 6'0": ROUND
2.875
5.79
INTERMEDIATE POST FOR FABRIC
1.90
2.72
HEIGHTS (TUBULAR) 6'0" AND LESS
OVER 67
2.375
3.65
RAILS AND POST BRACES
1.66
1.35
GATE POSTS FOR NOMINAL WIDTH
OF GATE SINGLE OR ONE LEAF OF
2.875
5.79
DOUBLE GATE WIDTH 6'0" OR LESS:
ROUND
13V OR LESS: ROUND
4.00
9.10
ITT TO 1S'0": ROUND
6.625
18.97
OVER 18'-0"
6.625
24.70
GATE FRAMES 6'0" OR LESS IN
HEIGHT 8'0" OR LESS IN WIDTH:
1.660
1.806
ROUND
GATE FRAMES OVER 6'0" IN HEIGHT
OVER &O' IN WIDTH: ROUND
1.90
272
I C
+SIDEWALK TAPERS DOWN
5' SACK FROM DRIVEWAY.
SECTION C-C
M¢lV
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FCO GC
Lu
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3V DIA DIAG. TENSION ROADS AT EACH
GATE & CORNERS OF LINE FENCING
(TYP.)
TOP
RAIL
MUSHROOM TYPE-'
GATE ANCHOR
BOTTOM HINGE PER
-MANUFACTURER
( „ .)
LINE
RAIL
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36' IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
FABRIC SILT FENCE
NOT TO SCALE
MAXIMUM LEVEL OF SEDIMENT COLLECTED
CLEAR BASIN WHEN THIS LEVEL IS REACHED.
iI ------------------
OUTLET END: CONNECT
TO LOW LEVEL ORIFICE
FILTER FABRIC
EMERGENCY SPILLWAY
EL=7.50 (SEE DETAIL)
ANCHOR FILTER
FABRIC SKIRT
B
NCDOT #5 OR #57
WASHEDSTONE
f_1
WIRE MESH
Mai �a1i•/ �i.!`,i.�hr
BOXING CO
PEN�
16 INLET PROTECTION
C-6.i NOT TO SCALE
rL/AIN VItVV
50' MIN.
DIVERSION TO DIRECT RUNOFF FROM RAW
SECTION VIEW
n TEMPORARY CONSTRUCTION ENTRANCE
■.tyiL.�-:aaly
L
ATTACH SKIMMER TO THE LOW LEVEL -
DRAWDOWN VOLUME ORIFICE (EL. = 5.00)
EL 625 EL. 5.00 2.0' FAIRCLOTH SKIMMER (OR EQUAL)
ORIFICE DIAMETER= 1.9"
(SEE DETAIL)
------------------------- - -------------------- \ -----------
W SEDIMENT STORAGE ZONE
-------�----14.0'-M-A-X-SEDIMENT
------------------------------------------------------------
DEPTH
BOTTOM ELEVATION = - 4.0
20 1 SEDIMENT BASIN DETAIL
NOT TO SCALE
21 FAIRCLOTH SKIMMER DETAIL
C-6-� NOT TO SCALE
UGH DOOR
1T
r
19-GUAGE HARDWARE CLOTH -
(}" MESH OPENINGS)
NCDOT #5 OR #57
A WASHED STONE
NOTE:
FOR CURB INLETS AND DROP INLETS
5' STEEL POST
4' MAX (SELF -FASTENER
T , STEEL ANGLE TYPE)
SECTION A - A
�.Q t
u'i . • i
�<�
FILTER FABRIC N.C.D.O.T. CLASS B
Ra THHIicK (TYPICA
SECTION 1L
RIP -RAP SCHEDULE
UPSTREAM
DOWNSTREAM
PIPE DIA (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1 1
24
6
6
6
2 1
15 1
10
4
6
18_ RIPRAP APRON
10-6.1NOT TO SCALE
RISER
TOP=6.25
(SEE OUTLET
STRUCTURE DETAIL)
TOP EL. 8.50
FLOW-
BASINcAIS-ULA qNs
--
-'-
D A A !O` T _�
K. M U lAVI
Regwrements:,
"gyHrem
Min Surface Area f435 sf/cfs) -=
2,540 if
Min Volume (1,800 cf/Ac)
4,770 Cf
Provided
Basin Volume:
Cumulative
_ _..
Contour Area
Incremental
Volume
'
Contour
(SF)
Volume (CF)
(CF)
41
-4.00
54
217
0
p
-3.00
-2.00
489
353
353
-1.00
880
685
1,038
I
0.00
1,388
1,134
1
2,172
1.00
2,013
1,701
1
3,872
--
2.00
2,758
2,386
1
6,258
_
I
----.
3.00
3,620
3,189
1 9,447
4.00
4,592
4,106
13,553
6.00
6,717
5,655
19,207
Sidnrrer Discharge Elevation
Riser Elevation
6.00
7,661
7,189
26,396
6.25
7,903
1,946
28,342
7.00
8,644
6,205
34,547
7.50 9,151 4,449
38,995
Emergency Spillway Elevation
8.00 9,667 9,156
43,702
1
I
O
Outlet Structure (See Hydraflow Data):
Riser EL_�Pnncpal Spillw��_ -_ 6
JJeir EL (Emergency Spillway)= 7 50
Droposed Sediment Stogie EL 5.00:
j
;
I
Jolurre at Proposed EL _ 19,207 cf
Surface Area at Proposed EL = 6,717 sf
_ x
Pond Dimensions: (0 Principal Spillway EI)
= ft
- - - __ .. _
ength 145
to W Ratio 3
--
- - ---
1
-- --
- - -- - -
Skimmer Design (SEE ATTACHED FAIRCLOTH SKIMMER SELECTION CHART)
i
"Outflow EL. 5.00
' Note that the basin for
'
calculated volume dewatennq is the difference in the volumes at
EL 6,25 and EL_ 5.00 and not from the bottom
of the basin.
Drewdown OnfH:e Check
l
r^'
0ewater Vol 9 135 cf
Overage Head 2.50 ft
.e �
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4 c ? .
W
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_ 62
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--
fDewater = 3 days
11
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SEAL
C-6.1
PEI JOB#: 13287.PE

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THE PATTERN OF THE
KNOCK -OUT
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FOR ILLUSTRATIVE
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NOTE:
°
CL8 (iYP) NO WAFFLE BOXES WILL BE ALLOWED IN THE RIGHT-OF-WAY OR
cc
C EASEMENTS UNDER ANY CIRCUMSTANCES. ALL STRUCTURESic
UNDER TRAFFIC SHALL BE TRAFFIC BEARING. THIS INCLUDES
LL V
DRAINAGE STRUCTURES IN PARKING AREAS AND DRIVEWAYS.
z J
#5 REBARS @ 12"
CENTERS (HORIZ.
Q H
6 VERT.)
W
(USE WITH
0 W LL
4'X4'SLARGER
DRAINAGE STRUCTURES
0R7LL
¢ Q 3
S. 'L' 6" D TYPICAL)
WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW
6,r ,Lr 6rr 6,r ,Wr
1" MIN. CLR. 1 MIN. CLR. p.?>:: p•?:::'p. p•?': ...: p J H f0
° 4x4 W4xW4° o... .o. ,..., .u. .. .°.,.: :° c7 Q
W p'v WWF (LAP " J '.4..+n:. ''o'. C''°.C.'.Q°.. 0,',0 ', '°`,. W W
4x4 W4xW4 WWF 8" ON- a` : _ : . ,. _ . .:. ,. :... p. o p. 0:
<' WWF LAP WNF m - ,° .u•. ... .c. .°. .,.: .'e''....
„ ( a m TO REBARS) p ro":o :.•v,::v':..v'::'v:.•o
8 ONTO REBARS) ¢ 0 .:..°... C .:..° C .:. •.°:; p;::. •.°:
_#5 REBARS
CENTERS (TYP.)
SECTION 'C-C'
SOLID WALL ISOMETRIC VIEW
CERTIFICATION NOTE:
CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED
NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST
STRUCTURES PROVIDED MEET REQUIREMENTS FOR H2O LOADING
m GENERAL NOTES:
"Oi.cj * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
M' 0
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11,
O•rT s O 840.12, 840.14, 840.15, 840.17, 840.18, 84OA 9,
H Z _q= D 840.26, a40.27, 840.28, 840.31, 840.32 AND 840.41.
oo9c�-4 INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
z x'a� _ DO NOT PLACE PRECAST DRAINAGE STRUCTURES
n '5 s Z UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. i
D * USE 4000 PSI CONCRETE. C '
H * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR T
01 o '
z GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. T
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - - - - - - - - " --
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
TO 16'-0".
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH B" 'L'
PLAN TOP SLAB
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PLAN OF FRAME
SECTION A -A
23 OUTLET STRUCTURE
C-6.2 NOT TO SCALE
A
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IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
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BOTTOM OF COVERA�e4w
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ASTM A-48
MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE
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- FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
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CONCRETE BOX STORMWATER STORED BELOW PERMANENT POOL SHALL BE
PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
�- 6" EXTENDED CONVEYED TO THE STORMWATER BMP.
BASE
(4) FASTENERS REQUIRED PER SECTION, (2) SUITABLE PLANTS ED _ WET DETENTION POND PLANTING
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m DO NOT ENTER BLUE FLAG (IRIS VIRGINICA) INSTALLATION, GROUP SIMILAR SPECIES OF
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NO SWIMMING RADIUS CORNER(S) ACHECKEReoARD PATTERN.
20' SOD ALL SLOPES ABOVE PERMANENT POOL EL.
• • EL. 8.50
GENERAL SPECIFICATIONS:
6:1 SHELF BELOW PERMANENT POOL PLANTED
GRAPHICS
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C-6 2 NOT TO SCALE C-6.2 NOT TO SCALE NOT TO SCALE -I
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�IPEIJOB*'. 13287.PE
r

I
4607 MAIN STREET
TOWN OF SHALLOTTE
BRUNSWICK COUNTY,, NORTH CAROLINA
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
UTILITY CONTACTS
GAS
OPERATING AUTHORITY:
ADDRESS:
PHONE M
WATER & SANITARY SEWER
OPERATING AUTHORITY:
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
PIEDMONT NATURAL GAS
1321 S. 10th STREET
WILMINGTON, NC 28401
[phone]
TOWN OF SHALLOTTE
PUBLIC WORKS DEPARTMENT
ADDRESS: 106 CHEERS STREET
SHALLOTTE, NC 28459
CONTACT: MR. ALBERT HUGHES
PHONE P [phone]
POWER
OPERATING AUTHORITY:
PHONE#.
DUKE ENERGY
1-800-452-2777
ROAD INFORMATION
AUTHORITY:
ADDRESS:
CONTACT:
PHONE M.
EMAIL:
ZONING INFORMATION
DESIGN DOCUMENTS
NCDOT DIVISION 3 DISTRICT ENGINEER
300 DIVISION ROAD
WILMINGTON, NC 28401
ANTHONY LAW
[phone]
[e-mail]
AUTHORITY:
TOWN OF SHALLOTTE, NC
ADDRESS:
106 CHEERS ST.
SHALLOTTE, NC 28470
CONTACT:
MR. ROBERT LEWIS
PHONE #:
[phone]
EMAIL:
[e-mail]
AUGUST 2014
FOR:
SHALLOTTE DEVELOPERS, LLC
1121-P MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
0
0
VICINITY MAP
NORTH
N.T.S.
DEVELOPER:
SHALLOTTE DEVELOPERS, LLC
1121-P MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
ATTN: JASON SWAIN [phone]
ENGINEER (CIVIL
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: ROBERT BALLAND, P.E. (910) 79"707
SHEETINDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
G1.0
GENERAL NOTES
C-2.0
DEMOLITION PLAN
G2.1
SITE PLAN
G3.0
GRADING, DRAINAGE &
EROSION CONTROL PLAN
C-4.0
UTILITY PLAN
C-5.0
LANDSCAPE PLAN
G6.0 - C-6.3
DETAILS
APPROVED C/
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
BY:_
PREPARED BY:
p ; -x MOUNTE
E N C. 1 N E E R I N G, 1 N C,
WH MINGTON, NC FAYh=VH.LE, NC
5911 Oleander Drive, Suite 201
Wiltnington, North Carolina 28403
[phone] (0) [phone] (F)
NC License #: C-2846
TELEPHONE
OPERATING AUTHORITY:
PHONE #:
BELL SOUTH
1-800-6324949
PROJECT # 13287.PE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN OF SHALLOTTE, BRUNSWICK
COUNTY, AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY
WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFFSITE OR WITHIN AN EXISTING EASEMENT, THE
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE
OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH
RE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES
1. EXISTING CONDITIONS WERE TAKEN FROM A SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE, AND/OR ENGINEER
IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATION,
ELECTRONIC DEVICES, HAND DIGGING, AND BY PERSONAL CONTACT WITH THE UTILITY
COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN AT
ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERTY DISPOSED
OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD
OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND
ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND
AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND
BREAKING.
SITE NOTES:
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE
I SHOWN HEREON BEFORE
K DIMENSIONS S
FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENS
BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND
R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. -
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
UNDISTURBED,
LIGHTING, ETC.
FIRE HYD
RANTS, STREET , SHALL REMAIN
4. ACCESS TO UTILITIES,
UNLESS COORDINA
TED WITH THERES
PECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS
BROOM CLEAN AT ALLTIMES.
8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL' TOLL FREE
1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS
RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE FEDERAL,
STATE, COUNTY, AND LOCAL CODES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
SURVEY NOTES:
1.) THE TAX PARCEL IDENTIFICATION NUMBER FOR THE SUBJECT PROPERTY IS PIN 108816836551.
2.) THE CURRENT STREET ADDRESS FOR THE SUBJECT PROPERTY IS 4607 MAIN STREET, SHALLOTTE,
NC.
3.) THE AREA OF THIS PROPERTY WAS DETERMINED BY THE COORDINATE COMPUTATION METHOD.
4.) DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES UNLESS NOTED OTHERWISE.
5.) ANY UNDERGROUND UTILITIES SHOWN ARE FROM INFORMATION VISIBLE IN THE FIELD AND FROM
PLANS PROVIDED BY VARIOUS SOURCES. OTHER UTILITIES NOT SHOWN ON THIS MAP MAY EXIST.
PRIOR TO ANY LAND DISTURBING ACTIVITIES THE APPROPRIATE UTILITY COMPANIES MUST BE
CONTACTED.
6.) THIS SURVEY IS IN REFERENCE TO DEED BOOK 3510, PAGE 965; DEED BOOK 262, PAGE 315; DEED
BOOK 287, PAGE 629, DEED BOOK 588, PAGE 118 &DEED BOOK 1058, PAGE 403 & MAP CABINET 25,
PAGE 96 IN THE BRUNSW ICK COUNTY REGISTER OF DEEDS. .
7.) THE REFERENCE BEARING FOR THIS DRAWING IS BASED UPON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM, NAD 83 (CORS96).
8.) THE ELEVATIONS SHOWN ARE BASED ON THE NAVD 88 (GEOID09) DATUM. ONE -FOOT CONTOUR
INTERVAL SHOWN.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH "PHASE- OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SILT FENCE
2. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
COMMENCING CONSTRUCTION.
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS FOR FLAT AREAS AND 7
CALENDAR DAYS FOR ALL SLOPES OF CEASE OF ANY GRADING ACTIVITY.
5. WITHIN 90 DAYS FROM COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL INSTALL
STORM DRAINAGE COLLECTION SYSTEM AND IMMEDIATELY UPON THE INSTALLATION OF ANY
STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE CONTRACTOR SHALL INSTALL INLET
PROTECTION TO STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM.
6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
7. THE CONTRACTOR SHALL CONVERT THE SEDIMENT BASIN TO THE WET DETENTION POND ONCE
THE ENTIRE DRAINAGE BASIN IS FULLY STABILIZED. THE CONTRACTOR SHALL REMOVE ANY
SEDIMENT FROM THE POND AND ESTABLISH THE FINAL POND BOTTOM ELEVATION. ONCE ALL
CONSTRUCTION IS FINISHED WITHIN THE POND DRAINAGE AREA THE CONTRACTOR SHALL
REMOVE THE SKIMMER TO COMPLETE THE WET POND CONSTRUCTION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY NCDENR.
10. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR, THE CONTRACTOR CAN
REMOVE TEMPORARY EROSION CONTROL MEASURES.
11. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN
SPRIGGED, SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE
FIRST MEASURE INSTALLED.
S. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFFSITE BORROW OR WASTE AREAS,
OR SHALL PREPARE AND SUBMIT A
ORST RAGE AREAS THE CONTRACT
STAGING O
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR FOR
APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY
MEASUPIFS AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND
THE ENGINEER A COPY OF THE AMENDED PERMIT.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTRCi MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERk'. NED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMEN
T).
S. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE ENGINEER. (NO SEPARATE PAYMENT). NCDENRS FINAL APPROVAL IS REQUIRED.
13, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
AREA (NO SEPARATE PAYMENT).
% WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK THE CONTRACTOR SHALL INSTALL RIP -RAP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES M ORIGINAL
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
MAINT
ENANCE PLAN
1. ALL EROSION AND SEDIMENT CONT
ROL PRACTICES WILL BE CHECKED FOR STABILITY AND
DUCING RAINFALL FOLLOWING EVERY RUNOFF -PRO ALL BUT IN NO CASE LESS THAN ONCE
OPERATION
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE
STREET WI
LL BE IMMEDIATELY REMOVED.
3. SEDIMENT FENCE - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER
5. INLET PROTECTION - INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER
EACH SIGNIFICANT() INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREAAND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
RE
6. SEDIMENT BASIN -REMOVE SEDIMENT AND STORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
7. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE
THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR
G
SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VE STATION GROWING ON THE BOTTOM
IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE
SKIMMER FROM PLUGGING WITH ICE.
8. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT
a INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
9. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT
THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP
LINED APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE
COVER,
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10.20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
300 LB/ACRE 10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND
COASTAL PLAIN, KOREAN IN MOUNTAINS) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10.10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH
DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODER NSI
A117.1. AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY
REQUIREMENTS.
PARAMOUNTE ENGINEERING, INC. (PEI) HAS DEVELOPED THESE NOTES AND DETAILS
TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN
TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION, PEI HAS MADE A POINT IN
THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES /
GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1 AND
APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES I GRADES AND
DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE
OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3. THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN
THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PEI OR
OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN
RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES
AS A RESULT OF RESOLUTION OF ANY SUCH CONFUCT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND
DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK CURBING, AND PAVEMENT
DETAILS FOR ADDITIONAL INFORMATION.
ACCESSIBLE ROUTE NOTES:
HALL ROUTE
RO B PROVIDED WITHIN THE SITE FROM
1. AT LEAST ONE ACCESSIBLE U S E
ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC
E OR SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE
STREETS OR
BUILDING OR FACILITY ENTRANCE THEY SERVE.
ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS 2. AT LEAST ONE ACCE E CON
ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE
ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A
MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING
SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR
RAMPS OR CURB RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE
FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL
CHANGE IN LEVEL PERMITTED).
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE
FOURTY-EIGHT (48) INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE
HANDRAILS ARE PROVIDED (NC BUILDING CODE 1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT
THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE
FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES
MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE
TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX
(36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES
MINIMUM..' SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE
ROUTES'
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES
SHALLPROADE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET
MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY
(60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT
PROVIDE A COMPLIANT TSHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF
THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
10, DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
NORTH CAROLINA BUILDING CODE/ ANSI A117.1. AND APPLICABLE LOCAL LAWS &
REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE
BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE
ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE
ROUTE, THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010
ADA STANDARDS), A117.1. THE NC BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS .
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 1 V OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
NC ACCESSIBILITY NOTES (CONT.):
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%
SHALL BE CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC
BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE
CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS
SHALL
HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING
CLEAR WIDTHSH
ALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE
LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM.
RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR
LANDING OF SIXTY (60) INCHES BY BMW (60) INCHES MINIMUM.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON
BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
7 .FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP
RESISTANT.
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE
OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING
CLEARANCES REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODEIANSI A117.1 SHALL BE PERMITTED TO OVERLAP
THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE
ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT
TURNING SPACE.
:�Tri=1 7_TZI`,L•it;
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT
SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS
SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE
OF FLARED SIDES, IF PROVIDED. `NOTE NC BUILDING CODE REQUIRES EXTERIOR
ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE (I104.1 & 1104.2).'
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH
OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF
THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED
SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN
2% IN ANY DIRECTION.
S. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,
OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, rr SHALL HAVE
FLARED SIDES.
6, WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR
PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY
CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION
BY PARKED VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR 24 INCH
DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1. EXTENDING THE FULL
WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR
PLACEMENT, ORIENTATION AND NOTES. THE NC BUILDING CODE DOES NOT
CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO THE 201 D ADA
STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, %INCH WIDE BY %
INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED
ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB
RAMPS AND NOT IN THE RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
NC ACCESSIBILITY NOTES (CONT.):
PARKING SPACE NOTES:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE
ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING
ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETYSOC (96) INCHES WIDE.
ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD
PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR
ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING
SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR
ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES,
MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE
DEFINING THE PARKIN P G SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE
BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS
FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE
ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS
PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY
SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL
BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR
ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE
PASSENGER SIDE OF THE PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL
4
BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL
AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
0
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
F"­1
EXCEEDING 2.0% IN ALL DIRECTIONS.
r(
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH
U
OF AN ACCESSIBLE ROUTE.
F-)
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES
SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES
W
r ,
MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES
r'Y
INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE
PARKING SPACES.
H
ARK( PROVIDED
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PR DED WITH SIGNAGE DISPLAYING
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A
(�
MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT
INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE.
f ,
SIGNS LOCATED
v
WHERE THEY MAY BEHIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH
BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE
O
SECTION 1106ASHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA
r�.
".(
GENERAL STATUTE 20-37.6 AND 136-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC
CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR EACH SPACE. SIGNS TO
INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL
F 4
SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN
BE DISTINGUISHED FROM PAVEMENT).
V)
PASSENGER LOADING ZONE NOTES:
wa
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE
NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE
�W/
THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE
h�'-1
VEHICLE PULL-UP SPACE THEY SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE
VEHICULAR WAY.
O
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHMJ-M, -, �,
;=-Z
WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. AdWSS Atl � �=
-. � e
SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THERVE.
I H Y I�
I
a
CHANGES IN LEVEL ARE NOT PERMITTED. ' pp r
' FIB-.,
.,
....
I
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AIS SERVING THEM
SHALL BE STABLE FIRM AND SLIP RESIST BY.-__ ANT.-
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE
)-i
FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER
W
LOADING ZONE TO A VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL
CLEARANCE OF ONE HUNDRED FOURTEEN (1 14) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS
WITH DISABILITIES ACT (2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING
CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS
)-(
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LOCATION MAP
(NOT TO SCALE)
SITE INFORMATION
PROJECT NAME:
O'REILLY AUTO PARTS
PROPOSED USE:
RETAIL
TAX PARCEL NUMBER:
108816836551
SITE ADDRESS:
4607 MAIN STREET
LOCKWOOD FOLLY TOWNSHIP
SHALLOTTE, NC
CURRENT ZONING:
HB (HIGHWAY BUSINESS)
TOTAL SITE AREA:
116,283 SF (2.65 ACRES)
LOT 1 - 39,111 SF (0.90 AC)
LOT 2 - 76,165 SF (1.75 AC)
OWNER INFORMATION:
SHALLOTTE DEVELOPERS, LLC
1121-P MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
DIMENSION REQUIREMENTS
FRONT SETBACK
20'
SIDE SETBACK
10,
REAR SETBACK
20'
BUFFER
8"STREETSCAPE
BUILDING INFORMATION
1-STORY BUILDING - 7,316 SF TOTAL FOOTPRINT
TOTAL IMPERVIOUS AREA
EXISTING IMPERVIOUS
31,800 SF (TO BE REMOVED)
PROPOSED BUILDING
7,344 SF
PROPOSED SIDEWALK
557 SF
PROPOSED PARKING
21,664 SF
TOTAL PROPOSED IMPERVIOUS 29,565 SF
FUTURE DEVELOPMENT 39,735 SF
TOTAL PROPOSED & FUTURE: 69,300 SF (1.59 ACRES) - 60.0%
TOTAL PARKING
SYMBOLSLEGEND
REFER TO SEXISTING
URVEY FOR.SYMBOLS LEGEND
NEW BUILDING CONSTRUCTION
AREA OF HEAVY-DUTY PAVING
:;S;S;:;:;5•S;Z;:
AREA OF PERVIOUS PAVING
EI110481II�
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-
NEW POLE SIGN LOCATION
MINIMUM REQUIRED:
1 SPACE PER 300 SF OF FLOOR AREA = 24 SPACES
MAXIMUM ALLOWED:
1 SPACE PER 200 SF OF FLOOR AREA = 35 SPACES
TOTAL PROVIDED (PROPOSED):
41 SPACES'
HANDICAP PARKING REQUIRED:
2 SPACES
HANDICAP PARKING PROVIDED:
2 SPACES
*PARKING PROVIDED IN EXCESS OF MAXIMUM WILL BE PERVIOUS PAVEMENT OR
CONCRETE
f=lilI 0 3 0
HEIGHT: 19'-0" (40' MAXIMUM ALLOWED)
BUILDING FACADE: MASONRY
SPRINKLER SYSTEM: NO
EXISTING STRUCTURES ON -SITE TO BE REMOVED PRIOR TO CONSTRUCTION
SURVEY BY:
PARAMOUNTE ENGINEERING, INC.
DAVID M. EDWARDS, PLS
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NC 28403
PHONE: [phone]
FLOOD NOTE:
THIS TRACT LIES WITHIN DESIGNATED FLOOD ZONE X AND AE (BASE 10) ACCORDING TO
FEMA FIRM COMMUNITY -PANEL NUMBER 3720108800J, BEARING AN EFFECTIVE DATE OF
JUNE 2, 2006. ZONE "X" INCLUDES AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF
1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES
FROM 1% CHANCE ANNUAL FLOOD. ZONE AE LIES WITHIN THE 100-YEAR FLOOD ZONE.
SITE LIGHTING NOTE:
ALL SITE LIGHTING WILL BE DESIGNED WITH SHIELDS SO THAT IT WILL NOT SHINE
DIRECTLY ONTO ADJACENT PROPERTY.
HVAC NOTE:
ALL HVAC EQUIPMENT WILL BE LOCATED ON THE BUILDING ROOF AND WILL BE
SCREENED.
GENERAL NOTES:
1.) ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE OR
PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR TO FIELD VERIFY
EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID
AND STARTING CONSTRUCTION.
2.) COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
3.) REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS AND
BOLLARD LAYOUT ADJACENT TO FOUNDATIONS.
.53-
8' WATER MAI
-- W - - w--- w-- W---- W-- w--
10
4" FORCE MAIN (SW TO PS)
- FM FM--- FM--- FM- FM---- FM---- FM--- FM----- FM---- FM-- FM---- FM----- FM' M- FM-- FM---- FM'--
- FM---- FM--' FM---- FM-- FM -- FM----- FM--- FM-'- FM - FM FM--- FM-------FJ��-=--_-__FM __- FM _EM_-
6' FORCE MAIN (NE TO WWTP) -
RCP 1
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RIM =11.43
INV OUT = 5.72
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DI
RIM =11.76
INV OUT = 6.87.
Cl
RIM =10.68
INV OUT = 4.97
MAIN STREET (US HIGHWAY 1 i
80' PUBLIC RM
(ASPHALT)
Cl
RIM = 6.43
- - - - INV OUT = 2_01
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RIM = 6.461
INV OUT =1.89 i
i
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RIM = 7.67 RIM = 6.6 RIM = 6.49
INV OUT = 4.01 RCP 18" INV OUT = 3.0 RCP 18" INV OUT = 3.23
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T = 0.46 I IRF
INV OU` /1� d V �'q/�O 3
KEY NOTES:
1Q CONCRETE PAVING: Q9 HANDICAP PARKING SYMBOL: 16 STRIPING: ® DESIGNATED ACCESSIBLE ROUTE: V - ` - w - 'r` • ` • `_\ k 3 ,
REFER TO DETAIL 1/G6.0 REFER TO DETAIL 5/C•6.0 PROVIDE 4' WIDE PARKING LOT STRIPING AS SHOWN. PROVIDE STRIPING AND SLOPE 5%
USE HIGHWAY MARKING PAINT -YELLOW (2 COATS). MAXIMUM IN DIRECTION OF TRAVEL
® ASPHALT PAVING WITHIN NCDOT RIGHT OF WAY: 0HANDICAP ACCESS UNLOADING ZONE: WITH 2%MAXIMUM CROSS SLOPE. W�" ` . - ` . ' \ k
NOT APPLICABLE SLOPE 2% MAX. EACH WAY (ADA 9 DETECTIBLE WARNING MAT: 4' - - •� /
COMPLIANT) AND STRIPE AS SHOWN. O REFER TO DETAIL 10/C•6.0 ® NO CURB AT ADJACENT y
® HEAVY DUTY ASPFNLT PAVING: 1 SCREEN FENCE: PROPERTY ACCESS EDGE .� W ` ' ` • - • • ` ` -Y -
REFERTO DETAIL7B/C�.O ® SIGN LOCATION: _
REFER TO DETAIL 121C•6.0 ® NEW CURBING AND PAVING PER CITY v - �c
SIGN FURNISHED AND INSTALLED BY OWNER.
Q3 CONCRETE CURB: SCREEN FENCE GATES: REFER TO SITE UTILITIES PLAN FOR DETAILS. DESIGN STANDARDS AS REQUIRED \\ - • . /
REFER TO DETAIL 3F66.0 Q FOR INSTALLATION OF NEW
REFER TO DETAIL 11/C•6.0 UTILITIES. REFER TO SITE UTILITIES - • ' - • - k
4 CONCRETE SIDEWALK © CONCRETE DRIVE APRON: „ V , .{•yam _ ,. + ` W - /
O REFER TO DETAIL VC-6.0 1® CONCRETE BUMPER BLOCK: TO BE INSTALLED PER CITY AND/OR STATE PLAN
8'W x 5'h x 6'-0 LONG CONCRETE. ANCHOR DESIGN STANDARDS. FOR TOWN OF ® ELECTRICAL TRANSFORMER
�5 CONCRETE DOOR LANDING: TO PAVING WITH (2)1'-(" LONG #4 REBAR. SHALLOTTE STANDARDS, REFER TO DETAIL NOT APPLICABLE `` - s • - ` , /
REFER TO DETAIL 44C-6.0 AND STRUCTURAL DETAILS. 14/C-6.1
RAMP PAVING AS INDICATED, LANDING CAN BE POURED 14 PARKING LOT LIGHTING: STEEL TREAD PLATE: :
REFER TO SITE LIGHTING PLAN ® ® CHAINLINK FENCE _
MONOLITHIC IF CONCRETE PAVING IS USED. FOR LOCATION AND TYPE. NOTAPPLICABLE NOT APPLICABLE SEE DETAIL 19/C-6.1 ���
© STEEL BOLLARD: Q LIMITS OF NEW PAVING: ® CONCRETE FLUME:
® PHYSICAL ADDRESS SIGNAGE: ' `' ` V ' -' - ' • • /
REFER TO DETAILBIC-6.0 MATCH EXISTING PER CITY AND/OR ADDRESS NUMBERS: 4607 ` y a
STATE STANDARDS. ADDRESS NUMBERS TO BE A MINIMUM OF
O7 HANDICAP PARKING SIGN: ® RETAINING WALL: 4" IN HEIGHT, 1YY IN STROKE WIDTH, AND
REFER TO DETAIL Tr,6.0 1® ROLL DOWN CURB: NOT APPLICABLE - }
NOT APPLICABLE SHALL BE IN CONTRASTING COLOR WITH
8 CONCRETE SIDEWALK: 1 CONCRETE CURB: THE BACKGROUND WALL. 0 10 20 40 80
GRAPHIC SCALE
O © NEW CONCRETE CURB TO MATCH EXISTING
PER CITY/STATE DESIGN STANDARDS. IF NO 3� EMERGENCY VEHICLE LANE MARKING: ® CONCRETE CURB (NCDOTI: pm i-ow
STANDARDS, REFER TO DETAIL 4/G6.0 PER CITY AND/OR STATE DESIGN STANDARDS. SEE DETAIL 13/C-6.0 MATCH EXISTING SCALE: 1 "=20'
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RIVER
sHALLOTTE
LOCATION MAP
(NOT TO SCALE)
ASPHALT/CONCRETE AREA NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
STORMWATER NOTE:
1. THIS PROJECT DRAINS TO A PROPOSED WET DETENTION BASIN THAT IS DESIGNED TO CONTROL THE
FIRST 1.5" OR RUNOFF AND THE PRE VS POST FOR THE 10 YEAR EVENT.
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF SHALLOTTE, BRUNSWICK COUNTY, AND
THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO
PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET
PROTECTION SHALL REMAIN IN PLACE UNTIL THE PARKING LOT IS PAVED.
3. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT
AND/OR CONCRETE AREAS TO MATCH PROPOSED GRADES.
4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE OF
PAVEMENT, UNLESS NOTED OTHERWISE.
5. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS ON -SITE COLLECTION SYSTEM. NO ROOF DRAINS
SHALL BE DIRECTED OFF -SITE WITHOUT ENTERING THE ON -SITE COLLECTION FIRST.
6. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. CONTRACTOR
SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS AND REPORT ANY
DISCREPANCIES TO OWNER AND/OR ENGINEER.
7. THE CONTRACTOR SHALL USE EITHER RCP (CL. 111) OR HDPE PIPE FOR THE STORM DRAINAGE
SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 HP STORM PIPE
OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION,
THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO
PREVENT FLOATATION IF HDPE PIPE IS CHOSEN.
8. CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION - PROPOSED
O'REILLY'S AUTO PARTS STORE AND OUTPARCEL., SHALLOTTE, NC PREPARED BY RFTS SOILS
ENGINEERING AND TESTING SERVICES, PLLC. RFTS JOB NUMBER 912-13, AND DATED NOVEMBER 12,
2013 FOR SITE CONSTRUCTION RECOMMENDATIONS.
CT0PhARFWFR RrHFDULE
Line
UneLength
PipeSize
PipeSlope
Inv ElevDn
Inv ElevUp
Gmd/R!mDn
Gmd/RimUp
Line ID
(ft)
(in)
(%)
(ft)
(ft)
ft)
ft
1
31
24
4.13
1.75
3.03
0.00
10.15
MH-2TOFES-1
2
55
18
0.54
3.03
3.33
10.15
10.75
DI-3 TO MH-2
3
115
18
0.50
3.33
3.90
10.75
10.46
DI-4 TO DI-3
4
1 157
1 15
1 0.50
1 3.90
1 4.68
10.46
10.86
DI-5TO DI-4
5
114
15
0.50
4.68
5.25
10.86
10.35
MH-6T0 DI-5
6
1 47
15
0.51
5.25
1 5.49___L
10.35
1 9.40
DI-7 TO MH 6
SYMBOLS LEGEND
REFER TO SURVEY FOR EXISTING
CONDITION SYMBOLS LEGEND
LIST ABBREVIATION
- - 8 - -
EXISTING GRADE LINES
GRADE NONE
SIDEWALK SW
TOP OF WALL TIN
TOP OF CURB TC
PROPOSED GRADE LINES
TOP OF PAVEMENT PVT
-10--
PVT=88.38
TC=88.92
NEW GRADE GO
CONCRETE CONC
EX. TOP OF CURB ETC
NEW BUILDING CONSTRUCTION
EX. GRADE EGO
EX. PAVEMENT EPVT
EX. SIDEWALK ESW
NEW POLE SIGN LOCATION
FLOW LINE FL
®
HIGH POINT HP
�- LODE
LIMITS OF DISTURBANCE
SF-
TEMPORARY SILT FENCE
F
-
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DRAINAGE FLOW ARROW
DI-1
PROPOSED DROP INLET
MH-2
PROPOSED MANHOLE
VV---- vy
DI
RIM = 11.76
INV OUT = 6.87
;
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,
CI
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INV OUT = 4.97
/
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RIM =8.
INV OUT = 0. 6
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DISTURBANCE
TC=11.99
A
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PV=9. i
10
TC= 02
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'VT=11.42
YVT=9.97
C=10.51
11.5E
PVT=11.67
PVT=11
0707
TC=12.21
TC=12.34
y/
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PVT=11.4(62
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11.26
TC-12.1
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GD=11.20
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LINE 3
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CI
DI
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RIM = 6.65 -- --
-RIM =8.49
INV OUT = 4.01
RCP 18"
_
INV OUT = 3.02 - -RCP 18"
INV OUT =
`w .;'. ,.. :.: "" ':1• "+'' ��.,.•'�_ ma's:•-- -.Ffrt �M,:--•=
'r: cFM
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F 14i � a
w-- w w--- j w W -- - w- - W-- W W- W-- W Wfi�- _ W- - __wG
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012150
0 TC=10.04 RIM = 6.32
)NV"OUT = 3.66 )
3 -7
PVT=9 83 l
f
PVT=10.74 Y
TC=1128 e\
GD=10.64
(IN =5.25
GD=10.81 (I
PVTA.70
C=1124
PVT=10.93 /
\ TC=11A7 - �O
GD=70.23 J _0� �T6� SF-L�DSF-L,�- SFL66- cc-tD� aF�COp.
-----•anrE�-6
\ CP 32" I , - V IRF FUTURE POND IRP �3
MAINTENANCE
EASEMENT
PROPOSED LIMITS OF
I DISTURBANCE
� � I
KEY NOTES:
tO TEMPORARY CONSTRUCTION ENTRANCE ® FAIRCLOTH SKIMMER
REFER TO DETAIL 17/C•6.1 REFER TO DETAIL 21/C-6.1
2O INLET PROTECTION:
REFER TO DETAIL 16/C-6.1
3O FABRIC SILT FENCE:
REFER TO DETAIL 15/C-6.1
® RIFRAP APRON:
REFER TO DETAIL 18/C-6.1
O OUTLET STRUCTURE:
REFER TO DETAIL 23/G6.2
© EMERGENCY SPILLWAY:
REFER TO POND DETAIL 25/C-6.2
7O CHUNLINK FENCE:
REFER TO CHAINUNK FENCE
DETAIL 19/C-6.1
NOTATION:
CI
= CURB INLET
DI
= DROP INLET
CO
= CLEANOUT
DDI
= DOUBLE DROP INLET
MH
= STORM DRAIN MANHOLE
FES
= FLARED END SECTION
FFE
= FINISHED FLOOR ELEVATION
BIDE
= BUILDING PAD ELEVATION
SPILL GUTTER
(REVERSE GUTTER, SEE DETAIL)
iP'�Pi
11'93
W 11.93
41
O
L�
PVT=
PVi=11.82
PVT=11.77
SW=11.93
SW- 1.9E
SW=11.93
SW=1
'42
Gi
82
2
60
pp,�7 %;,7 A�7 p�7
HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL
NOT EXCEED 2.0% IN ANY DIRECTION N THIS AREA.
HANDICAP
2 PARKING DETAIL
C-3.0 SCALE: 1" =10'
70
FUTURE
DEVELOPMENT
i
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GD=7.50
-3- -7 i
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--3 I___4
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�/iPROPOSED ORMWAT9R MkNAGE1MENT �j
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APRON # / !//
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LOCATION MAP
(NOT TO SCALE)
i
— - -
—
- -
t'KIM = f.015
� w
I w w
--- W_ --- W-RCP,24W
8'WWERMAIN
------- wFM----
--- ------- W.- ---- - w
w
W--
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- FM--- FM------
FM----- FM---------
FM-- FM-------- FM------- FM----
FM-
_M__
FM-- FM---
�--- FM— FM ------ —
�F
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- — ----- FM-- FM----- FM- - FM -
FM_ FM FM — ---------- FM-- FM-----
­— FM----- FM---
FM
fM ------FM -- -----
— FM ------
_:�— M FM=
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EM
FM-- ----FM--------FM ------- — FM------FM------FM--------FM -------
FM_-_
FM--
6- FORCE MAIN (NE TOWWTP)
--- - -----
STREET (US HIGHWAY
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ED
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-4-
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OUT = 572
IR
IM = 11.76
)UT = 6.87
cl
!NF= TO.69
)UT = 4.97
RIM = 8. 6
INV OUT= 0. 6
co
LL
IN
IRF
MNF
mommmmmmmmmmm
....... . ...
j
DI_
U
RIM = 7.67
RIM = 6.65
INV OUT = 4.01
RCP 18" INV OUT = 3.02
RCP 18"
F4
W— W---- W— W---
W--
W___
W_ W­ w--- W­
IRS
W"
w m-mm-ow-mm-
DA:
2.65 AC
___� X X — X — X — X
XI
- WET--'--- WET___-.._ WVF-- WET- WET _ WET- WET---,
RF 4*41MRF
LW IRF
IR
wFr
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W_ vv - - - vv-
FM - FM— ----
FM-- -- FM ----
CI
RIM-
INV=
RIM = 6.49
INV OUT = 3.23
W____ w ------
RIM = 6.32
INV OUT = 3.66
FTR
ELEC.
OUTLET
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C-300A
PEI JOB#., 13287.PE

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:-SHALLOTTE
LOCATION MAP
(NOT TO SCALE)
GENERAL UTILITY NOTES:
1. TAX PARCEL NUMBER: 108816836551
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF SHALLOTTE
STANDARDS AND SPECIFICATIONS.
3. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR
RIGHTS -OF -WAYS THE CONTRACTOR IS REQUIRED TO NOTIFY CONCERNED
UTILITY COMPANIES IN ACCORDANCE WITH GS 87-102. CONTRACTOR SHALL
VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
NO SEPARATE PAYMENT. EXISTING UTILITIES SHOWN ARE TAKEN FROM MAPS
FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY
LOCATED (i.e. TELEPHONE, GAS, CABLE, ETC.).
4. THE CONTRACTOR SHALL DIG UP EACH UTILITY WHICH MAY CONFLICT WITH
CONSTRUCTION 14 DAYS IN ADVANCE TO VERIFY LOCATIONS (HORIZONTALLY AND
VERTICALLY) TO ALLOW THE ENGINEER AN OPPORTUNITY TO ADJUST THE DESIGN
TO AVOID CONFLICTS (NO SEPARATE PAYMENT).
5. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER AND BE RESPONSIBLE
FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES AND
SIGNS AND/OR UTILITIES IN ACCORDANCE WITH UTILITY OWNER REQUIREMENTS
DURING THE UTILITY INSTALLATION. (NO SEPARATE PAYMENT).
6. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR UTILITY CROSSINGS
AND REPAIR DAMAGES DUE TO CONSTRUCTION TO THE SATISFACTION OF THE
UTILITY INVOLVED AT NO ADDITIONAL EXPENSE TO THE OWNER. UNDERGROUND
ELECTRICAL CROSSINGS SHALL BE CROSSED IN ACCORDANCE WITH THE NEC
AND TECHNICAL SPECIFICATION SECTION UNDERGROUND ELECTRICAL
CROSSING REQUIREMENTS.
7. WHERE DEEMED NECESSARY BY THE ENGINEER THAT A SUBSURFACE DRAINAGE
SYSTEM IS REQUIRED, THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS,
LABOR, EQUIPMENT, TIE-IN'S TO EXISTING DRAINAGE STRUCTURES AND ALL
OTHER INCIDENTALS NECESSARY TO PROVIDE COMPLETE INSTALLATION IN
ACCORDANCE WITH THE TOWN OF SHALLOTTE. IMPROPERLY INSTALLED AND
NON-FUNCTIONING DRAINAGE SHALL BE REMOVED AND REPLACED AT THE
CONTRACTOR'S EXPENSE. EXISTING FRENCH DRAINAGE DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED AND OR REPAIRED AT NO ADDITIONAL
EXPENSE TO THE OWNER.
8. STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE
AND JOINTS EXPOSED DURING CONSTRUCTION SHALL BE INSPECTED BY THE
OWNER PRIOR TO BACKFILLING.
9. ALL UNUSED UTILITY SERVICES SHALL BE KILLED AT THE MAIN FOR
ABANDONMENT OF UNUSED SERVICES.
10. THE TOWN OF SHALLOTTE SHALL MAKE THE TAPS FOR ANY PROPOSED
CONNECTIONS TO THE EXISTING WATER OR SANITARY MAINS. THE CONTRACTOR
SHALL COORDINATE WITH THE TOWN OF SHALLOTTE.
LEGEND
PROPERTYLINE
- -
RIGHT OF WAY LINE
- -
ROAD CENTERLINE
-
EXISTING CONTOUR - -
- - - -QS- - - - - -
OVERHEAD POWER LINE
OHE
OVERHEAD TELEPHONE LINE
OHT OHT
WATER LINE __-
W------- W-_--_ W_-_-
GAS LINE
G G G
STORM SEWER
SANITARY SEWER
FORCE MAIN
SANITARY SEWER MANHOLE
I '
DROP INLET
UTILITY POLE
LIGHT POLEi
A/C UNIT
❑HVAC
TRANSFORMER
ER
WIRE HEIGHT
WH
LAMPPOST
OLP
WATER VALVE
FIRE HYDRANT
Yxj
SANITARY SEWER CLEANOUT
SIGN
°
PROPOSED SEWER CLEANOUT
c0.
PROPOSED WATER SERVICE
W--
PROPOSED SANITARY SEWER SERVICE
SS
PROPOSED FORCE MAN
FM
DI
11.76
= 6.87
CI
10.68
= 4.97
CI
RIM = 8.86
VOUT =0.46
UTILITY CONTACTS
GAS
OPERATING AUTHORITY:
ADDRESS:
PHONE #:
WATER & SANITARY SEWER
OPERATING AUTHORITY:
ADDRESS:
CONTACT:
PHONE #:
POWER
OPERATING AUTHORITY:
PHONE #:
TELEPHONE
OPERATING AUTHORITY:
PHONE #:
EXISTING FIRE
HYDRANT
MAIN STREET (US HIGHWAY 17) _
80' PUBLIC R/W
(1)1" CAST IRON WATER
METER & (1)1" CAST IRON
IRRIGATION METER RCP 18" /
RCP 18"
r 4
��--- MAIN
WA
=- 3 -' -- W--- W---- W --- W�-
IRF IRF
- ------------- -- __
1 I
(2) WATTS V 009QT RPZA
I BACKFLOW PREVENTORS,
DOMESTIC & IRRIGATION, BY
jFCONTRACTOR
■o
;0
a
APPROX. LOCATION OF
WATER SERVICE TO BE
ABANDONED
RIM = 7.67
INV OUT = 4.01 EXISTING CURB & GUTTER RCP 18"
RIM = 6.65
INV OUT = 3.02
RCP 18"
KIM = IJAV
z INV OUT = 3.23
� Y'
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INV OUT = 3.66
x tu
�ru
APPROX. LOCATION OF EX. / �(/ ELEC.
/ SEWER SERVICE. CONTRACTOR
SHALL CONNECT PROPOSED OUTLET /
1-1/2" SEWER SERVICE. /
SEE "INSET #1"
CONTRACTOR SHALL VERIFY SIZE AND
PENETRATION LOCATION OF PROPOSED
WATER AND SANITARY SEWER SERVICES
WITH ARCHITECTURAL PLAN PRIOR TO
INSTALLATION / w
.3
1-1/2" SDR-21 PVC L
SEWER FORCEMAIN / / n IP
3 ern
v
1
PROPOSED DUPLEX
GRINDER PUMP STATION / 24.OAK
INV IN=8.96
(SEE DETAIL) /m
PROPOSED
�-TRANSFORMER /a
LOCATION
M
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/ 1 301
O
I STORMWATER / /
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- - -- _
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PIEDMONT NATURAL GAS
1321 S. 10th STREET
WILMINGTON, NC 28401
[phone]
TOWN OF SHALLOTTE
PUBLIC WORKS DEPARTMENT
106 CHEERS STREET
SHALLOTTE, NC 28459
MR. ALBERT HUGHES
(910) 7544032
DUKE ENERGY
1-800452-2777
BELL SOUTH
1-800-632-4949
M
E*
TOP=6.67
INV=5.22
IOUNOT#1 SCALE
15" RCP
STORM SEWER
IEI
PG=11.09
Gc
TOP=6.56
INV=5.11 \I
NWT #2
NOT TO SCALE
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STORM SEWER
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C-4*0
PEI JOB#: 13287RE
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DESIRABLE DRIVEWAY GRADESsLL
v
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MEAN
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THIS IS SIDEWALK IS SIOENALK LOCATION
LOCATION
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ROADWAY PAVEMENT
-- - - ---
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-18% OR =
FLATTEN
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c
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(DO NOT PLACE SIDEWALK ON
O M =
BERMS LESS THAN 8' WIDE.)
0 W
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MAXIMUM DRIVEWAY
GRADES
6
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LOCATION
•25'= ^
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- RMOWAY PAVEMENT
-4E
-TSy- - •- -
25j,
GET 2 OF 2
EET 2-0F 2
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848.02
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PROPOSED DRIVEWAY PAVEMENT
PAVEMENT
METHOD OF TIE IN
MIEN EXISTING DRIVEWAY PAVEMENT 18 CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
DRIVEWAY PAVEMENT.
14 CONCRETE DRIVE APRON
C-6.1 NOT TO SCALE
FENCING
A. FENCING SHALL CONFORM TO DETAIL SHOWN AND THE CURRENT STANDARDS
ESTABLISHED BY THE CHAIN LINK FENCE MANUFACTURERS INSTITUTE.
B. FRAMES SHALL CONSIST OF CLFMI TYPE t MATERIALS SIZED TO ACCOMMODATE
THE SPANS REQUIRED POSTS SHALL BE OF STANDARD WEIGHT, HOT DIPPED
GALVANIZED PIPE CONFORMING TO ASTM A-120 SCHEDULE 40 FOR CORNER
AND GATE POSTS, AND SCHEDULE 20 FOR LINE AND TOP RAILS.
C. GATE FRAMES SHALL BE FABRICATED OF GALVANIZED STEEL AND SIZED TO
ACCOMMODATE SPANS REQUIRED. GATES SHALL BE SWING TYPE WITH THREE
STRAND BARBED WIRE, SUPPORTED WITH TENSION BARS AND BRACING AS
REQUIRED. GATE POSTS SHALL BE SIZED TO ADEQUATELY SUPPORT THE GATE
OVER THE SPAN SHOWN ON THE PLANS. GATE POSTS, GATE HINGES, GATE
STOPS AND LATCHES SHALL BE OF ADEQUATE STRENGTH FOR THE GATE
PROVIDED AND LATCHES SHALL BE SUITABLE FOR SECURING WITH A PADLOCK.
D. FENCE FABRIC SHALL BE 21NCH MESH, 9-GAUGE CHEMICALLY CLEANED AND
ZINC COATED, CONFORMING TO ASTM A-392 FOR CLASS 2 FABRIC.
E. BARBED WIRE SHALL BE 72-1/2 GAUGE GALVANIZED, WITH 4 BARBS AT 51NCH
SPACING. BARBED WIRE SHALL BE STRETCHED TIGHT, ADEQUATELY SECURED
TO EACH ANGLE ARM AND COATED CONFORMING TO ASTM A392 FOR CLASS 2
FABRIC.
DIMENSIONS AND WEIGHTS: NOMINAL DIAMETER AND MINIMUM
WEIGHTS FOR ALL CHAIN LINK POSTS, FRAMES AND GATES SHALL
BE IN ACCORDANCE WITH THE FOLLOWING TABLE:
BEVELED GALVANIZED WELDED 2"DIA. GATE
STEEL BAND WITH BOLT FRAMES (TYP.)
AND NUT
ONE TENSION WIRE CLIP
EA. LINE POLE (6 OUNCE r
TOP HINGE PER WN,
ON,
MANUFACTURER
HEIGHT OF BRACE SHALL ME
IN ACCORDANCE WITH
MANUFACTURERS SPECS.
3W MIN. ROUND ROD fg
WITH TURNBUCKLE
OUTSIDE DIAMETER
MINIMUM WT. PER FOOT
USE AND SECTION
INCHES
NOMINAL LBS.
END CORNER AND PULL POST
(TUBULAR FABRIC HEIGHTS, BO'
2.375
3.65
AND LESS: ROUND
OVER B'0': ROUND
2.875
5.79
INTERMEDIATE POST FOR FABRIC
1.90
2.72
HEIGHTS (TUBULAR) 87 AND LESS
OVER 67
2.375
3.65
RAILS AND POST BRACES
1.66
7.35
GATE POSTS FOR NOMINAL WIDTH
OF GATE SINGLE OR ONE LEAF OF
2.875
5.79
DOUBLE GATE WIDTH ""OR LESS:
ROUND
13'0' OR LESS: ROUND
4.00
9.10
13'0' TO 18O': ROUND
8.825
18.97
OVER 18'-0'
6.625
24.70
GATE FRAMES 8'0' OR LESS IN
HEIGHT 8'0' OR LESS IN WIDTH:
1.660
1.806
ROUND
GATE FRAMES OVER 60' IN HEIGHT
OVER 60' IN WIDTH: ROUND
1.90
2.72
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BE151
WIDTH
A
8
DIET.
GRADE
GIST.
ORAOE
8' OR LEGS
+2i"
8' OR LESS
2'-0"
+8!
tY 8 OVER
4'-8"
+4%
T'-0"
+24+
DETAIL OF DRIVEWAY
+BIDEEALX TAPERS DOWN
S' BACK FROM DRIVEWAY.
SECTION O-C
GATE POST 10'0' MAXIMM
19 CHAINLINK FENCE
C-F>.1 NOT TO SCALE
VARIES AS DIRECTED BY ENGINEER (8' MAX.)
TOP STRAND MIN. #10 GUAGE NCDOT #5 OR #57
STAY WIRES MIN. #12-7/2 GUAGE WASHED STONE
z
W
a. W
3
NJ L9
it
3!8' DL4. DIAG. TENSION ROADS AT EACH
GATE 8 CORNERS OF LINE FENCING
mPa
/-TOP
/ RAIL
00
MUSHROOM TYPES '•{
GATE ANCHOR
to
BOTTOM HINGE PER
-MANUFACTURER
(1YP.)
LINE
RAIL
BOTTOM STRAND MIN. #10 GUAGE
NOTES:
t. WIRE SHALL BE A MINIMUM OF 32' IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W112' STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
15 FABRIC SILT FENCE
C-6.1 NOT TO SCALE
GROUND
STEEL
6'
FABRIC
FILL SL(
ANCHOR FILTER
FABRIC SKIRT
�
WIRE MESH
C
BOX
OPENING---,j ' �•
16 INLET PROTECTION
C-6.1 NOT TO SCALE
r"L/1IV VICVV
_ 50' MIN. _.
,,,._�
8' DNERSION TO DIRECT RUNOFF FROM RIW
SECTION VIEW
7171 TEMPORARY CONSTRUCTION ENTRANCE
C-6.1 1 NOT TO SCALE
ATTACH SKIMMER TO THE LOW LEVEL
ORIFICE (EL. = 4.00)
EMERGENCY SPILLWAY DRAWDOWN VOLUME 3.0' FAIRCLOTH SKIMMER (OR EQUAL)
MAXIMUM LEVEL OF SEDIMENT COLLECTED EL.�6.50 (SEE DETAIL) EL. 5.25 EL- 4.OD ORIFICE DIAMETER = 2.5'
(SEE DETAIL)
CLEAR BASIN WHEN THIS LEVEL 13 REACHED.
------------------------ ---------_--------------------
-
_ I 3.5' FLOOD STORAGE
8' SEDIMENT STORAGE ZONE
! 4.0' MAX. SEDIMENT DEPTH
i
I I-_ BOTTOM ELEVATION =-4.0
�I I I I II I II II i II I II I II I II I II I II I III I ltl I it (I I III I III I II II I I I II I I I III I I I I I I� (I 1'I
20 SEDIMENT BASIN DETAIL
C-6,1 NOT TO SCALE
OUTLET END: CONNECT
TO LOW LEVEL ORIFICE
21 FAIRCLOTH SKIMMER DETAIL
C-6.1 NOT TO SCALE
UGH DOOR
iT
19-GUAGE HARDWARE CLOTH
(}" MESH OPENINGS)
NCDOT #5 OR tY57 -
/\ WASHED STONE
NOTE:
FOR CURB INLETS AND DROP INLETS
ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
4' MAX
SECTION A - A
PLAN
1
5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
FILTER FABRIC ­( %-- N.C.D.O.T. CLASS B
SECTION RBPR�APC,MINIMUM�
RIP -RAP SCHEDULE
UPSTREAM
DOWNSTREAM
PIPE DMA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
24
6
6
6
2
15
10
4
8
1 g RIPRAP APRON
C-6.1 NOT TO SCALE
TO"-
(SEE OUTLET
STRUCTURE DETAIL) TOP EL. 7.50
----------------
FLOW�
II INV.OUTrt.O
y6.501
j
fTDemter days
t
�FDIMENT BASIN CALC�lLeTIONS
Re uirements
(
i _.__,-PARAMOUNT
_
M_ in_ Surface Area S435 5t(_cfs)
2jJTDS'f
Mln. Volume_{1,800cf/Act
I 4,7701cf
'
_i_
_ _
.Provided:
Basin Volume:
Cumulative
Contour Area
Incremental
Volume
Contour
SF
Volume CF
(CF)
�
-4.00
217
0
0
-3.00
489
353
353
t ^�
2.00
880
685
1,038
-1.00
1,388
1,134
2,172
0.00
2,013
1,701
3,872
I I
1.00
2,758
2,386
6,258
2.00
3,620
3,189
9,447
i
3.00
4,592
4,106
13,553
4.00
6,717
5,655
19,207
Skimmer Discharge Elevation A^
5.00
7,661
7,189
28,396
T __ _
5.25
7,903
1,946
28,342
_ -�-- ---
Riser Elevation �-
5.00
8,644
6,205
34,547
5.50
9,151
4,449
38,995
i____-___
E_mengency Spillway Elevatbn--------------
7.00
9,667
9,156
43,702
Outlet Structure See Hydra flow
Data):
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p
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DRAINAGE STRUCTURES IN PARKING AREAS AND DRIVEWAYS.
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840"45
CERTIFICATION NOTE:
CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED
NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST
STRUCTURES PROVIDED MEET REQUIREMENTS FOR H2O LOADING
m
GENERAL NOTES:
*
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
�+ z
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11,
�ew+ n s w
840.12, 840.14, 840.15, 840.17, 840.18, 840.19,
-1
840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41.
G)p s -•I
= m Az m
*
INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
z,S,'v -n
DO NOT PLACE PRECAST DRAINAGE STRUCTURES
n O�r+
'
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
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*
USE 4000 PSI CONCRETE.
<,�.,
w
*
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR -r
z
*
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. T
LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL -
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
TO 15'-0".
*
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6"
STEPS
SHALL BE 'L' OR 1W + V-0"
AS flEOUIREO
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m N U 6" CENTERS
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v OSHA STANDARD 1926.704. PLAN TOP SLAB D W
W * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE °':. Ir
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m m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
p yZ.I SO THAT PIPES ENTER THROUGH THE U.O 0Inn y
Z N w KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH CORNER CUT DETAIL O = Q
^p7 -� w THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 8" OF (SOLID WALL BOX) H t-
D = WALL IS PROVIDED ABOVE THE HOLE. 3� ~ W
r CDy * ALL ELEMENTS PRECAST TO MEET ASTM C913. v 6" 'L' OR 'W' 6" "y+ o
zz * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE W Z
OR BRICK IN ACCORDANCE WITH STANDARD 840.25. Aa flEtiARs
lmll y * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH 1" CLR o e" CENTERS =RCE
's ;J S < * W
O STEPS AS DIRECTED BY THE ENGINEER. " '. c O M G
z0 111.y0 * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CIA Z
D AS THE SAME AREA OF STEEL IS PROVIDED. DO J
m -1 ,�E, * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL s
V W z BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, H t- W
c o AASHTO M-198, TYPE B - BUTYL RUBBER. - o: .:, .;,. � Q w
w O * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR o r!' co
C S DIMENSIONS OF 5'-0" X W-0". 'v':: v W lu
V"
W * p.:.."
THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING �
m REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE 6„ 6"
SIZE WHICHEVER IS GREATER.
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
SHEET 2 OF z 1 OPTIONAL JOINT DETAILS SHEET z OF z
840.45 840.45
41 1/2
OOOOOO 000000 5 9,9/IB 22
I ' I
1/2MEMBER23 3„ 24 29 ,,2
Moo 0000u
ter, r 1
3�1/4 j�
1 1/2
4 1- VAMMAL• ASTIR-
C AlME 308 GRAY 1R
2- FRA��pRT 18a L85 APP,
3- GRATE TW11 210 LOS. APP•
56
t
41 1/2AL
-
USF fiMMIDA
USF 4139 FRAME # S429 GRATE
CS '1".T- 2 3
91
29 1/4
000 m
o00 =
z 0 ;n
000 �
000
USF 4190/4623
23 3/4
6 3/4
�22-
�-- 24 -
z9 1/4
23 3/4
1 5 16
22 24 29 1/4,,
1 1/2
NOTES:
1- MATERIAL: ASTM-A48
CLASS 35B CRAY IRON.
2- FRAME WT. 125 LBS. APP.
4
3- GRATE WT. 115 LBS. APP.
U.S. FOUNDRY & 111''G. CORP.
MEDLEY, FLORIDA
USF 4190 FRAME & 6259 GRATE
DROP INLET FRAME & GRATE DETAILS
NOT TO SCALE
20"
DROP INLET DETAIL (4) FASTENERS REQUIRED PER SECTION, (2)
NOT TO SCALE • TOP AND (2) BOTTOM, SIGN TO BE MOUNTED
WARNING TO RETENTION POND FENCING. HEAVY DUTY
TIES TO BE USED
DO NOT ENTER
NO SWIMMING RADIUSCORNER(S)
20'
GENERAL SPECIFICATIONS:
EL. 7.50 .060" SINGLE FACE FLAT ALUMINUM DOUBLE PANEL LINEAR WALL SIGN WITH VINYL
GRAPHICS IN COLORS AS SHOWN
EL. 6.60 OP OF RIP -RAP COLORS:
tT BACKGROUND - GREEN (TBD)
LETTERING -WHITE
FILTER FABRIC 6" THICK CLASS W RIP -RAP
22 RETENTION POND SIGNAGE
C-6.2 NOT TO SCALE
25 EMERGENCY SPILLWAY DETAIL
C-6.2 NOT TO SCALE
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINAUS)
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
POND SIDE SECTION
NOT TO SCALE
PLAN OF FRAME
u
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
v6
I L--- -�
BOTTOM OF COVER
1" /�TYPE Wi
( /
\ALTERNATE
SECTION A -A 1
1 /
TYPE W2
TOP OF RISER = 5.25
1.25" SCH. 40 PVC
DRAWDOWN ORIFICE
1.5" STORAGE ELEVATION = 5.25
NORMAL POOL EL. = 4.00
23 OUTLET STRUCTURE
C-G 2 NOT TO SCALE
1" R.
PLAN OF COVER
1'-101i9b"
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE
GALVANIZED BAR GRATING 1" x 118" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A l 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
OUTLET PIPE
. U RCP CLASS III
IN
� INV. P=4.0
/
INV. DOWN = 4.0
/
SLOPE = 0.00%
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NOTE:
4'X4' REINFORCED
1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
CONCRETE BOX
STORMWATER STORED BELOW PERMANENT POOL SHALL BE
PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
--- 6" EXTENDED
CONVEYED TO THE STORMWATER BMP.
BASE
OVERFLOW STRUCTURE
- (SEE DETAIL)
0 Y- L..74
10 R E=663-----------------------------------
WET DETENTION POND�ING
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
-
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - TOP EL. FOREBAY
------------------------26
- - - - - - - - - - - - _ - - .7 - - - _ -
50 YR. EL _= 6.63
- _ _ _ - - - - - - - - - - - - - - --__
CONTRACTORTOINSTALLONTHE6:I SLOPED
YR. EL.==6.44
SHELF. EQUAL NUMBERSOF EACH
----------------------------------------
- - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
10 YR EL=5.98
- - - - - - - - - - - - - - - - - - - - - - - - - - -
OF THE LISTED SUITABLEPLANTS. DURING
- - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -- - - - - - - -
- - - - - - - - - - - - - - - --
-_ - - - - -
INSTALLATION, GROUP SMLAR SPECIES OF
- ----------------------------------
- ----------------------
_ _ 1 YR. EL. = 525 ---------------------
------ _
PLANTS TOGETHER INSTILL PLANTS 2e O.C. IN
1.5'RUNOFF STORAGE EL.=5.25
ACHECKERBOARD PATT9W.
---------------------------------
- - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
PERMANENT POOL EL. NORMAL WATER SURFACE
(----------)a.�
- - - - - - - - - - - - - - - _
----3 --
a---FOREBAY-----------
---- -------------
'
-----------
W 3 -
�'
so
MAIN POND
Q '
vEGh SHELF
o
6'
6:1 SLOPE TYP.
0
6:1 SHELF BELOW PERMANENT POOL PINGED
WITH SUITABLE WETLAND SPECIES OR
VEGETATION.
PERMANENT POOL EL4MI0
3
1 19.0' POND
V OF POND DEPTH IS FOR
SEDIMENT ACCUMULATION
PER DWQ POLICY
EL. FOREBAY = 3.00 AROUND POND POI
FOREBAY IS DIVIDED FROM THE
MAIN POND BY EARTHEN BERM FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
POND & EMERGENCY SPILLWAY DETAILS
EL = 5 00 vtu snnr
6:1 SLOPE TYP.
1' OF POND DEPTH IS FOR AROUND POND
SEDIMENT ACCUMULATION
PER DWQ POLICY
O
0
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W
CQ�1;
OF OF DAM EL. = 7.50 `I
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