20231512 Ver 1_Design/Maps/Site Plans Revised_20230403

SITE PLAN
ROYAL FARMS STORE #541
TM: 182001921182001290311820012901 / 2811 OCEAN HIGHWAY W
TOWN OF SHALLOTTE
SHEET INDEX
1.
COVER SHEET
2.
LEGEND, ABBREVIATIONS, & NOTES
3.
GENERAL NOTES, DETAILS, & SOILS MAP
4.
ALTA SURVEY
5.
EXISTING CONDITIONS & DEMOLITION PLAN
6.
DIMENSIONAL & UTILITY PLAN
7.
GRADING PLAN
8.
WATERLINE PROFILES
9.
SANITARY SEWER PROFILES
10-11.
STORM SEWER DRAINAGE DIVIDE MAP
12-13.
STORM SEWER PROFILES & CALCULATIONS
14.
PRE -DEVELOPED SWM DRAINAGE DIVIDE MAP
15.
POST -DEVELOPED SWM DRAINAGE DIVIDE MAP
16-19.
SWM CALCULATIONS & NARRATIVE
20-21.
PONDS A & B PROFILES & DETAILS
22.
POND GENERAL NOTES
23.
BMP FORMS & NARRATIVE
24.
EROSION & SEDIMENT CONTROL PLAN - INITIAL
25.
EROSION & SEDIMENT CONTROL PLAN - INTERMEDIATE
26.
EROSION & SEDIMENT CONTROL PLAN - FINAL
27-29.
EROSION & SEDIMENT CONTROL NOTES & DETAILS
30.
TRUCK ROUTING PLAN
31.
SIGNAGE PLAN
32.
ROOF DRAIN PLAN & CALCULATIONS
33.
SIGHT DISTANCE PLAN & PROFILES
34-36. SITE DETAILS
37-39. UTILITY DETAILS
40-42. LIGHTING PLAN
43-44. LANDSCAPE PLAN
DRY UTILITY PROVIDER
CONTACT INFORMATION
ELECTRIC
BRAD CONWAY
DISTRIBUTION DESIGNER II
795 OCEAN HIGHWAY W
SUPPLY, NC 28462
BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION
0: [phone]
M: [phone]
BRAD. CON [e-mail]
DATA & COMMUNICATION
JARVIS HENLEY
SPECTRUM BUSINESS REPRESENTATIVE
8336 FOREST POINT BLVD
CHARLOTTE, NC 28273
SPECTRUM BUSINESS
[e-mail]
NATURAL GAS
NATURAL GAS IS NOT AVAILABLE TO THIS SITE, AS CONFIRMED BY PIEDMONT
NATURAL GAS. THEREFORE, THE SITE WILL NEED TO BE FURNISHED WITH A PROPANE
TANK. THE INFORMATION FOR LOCAL PROPANE PROVIDERS IS AS FOLLOWS:
SUBURBAN PROPANE AMERIGAS
430 LANDMARK DRIVE 91 SOUTHPORT SUPPLY ROAD HIGHWAY 211
WILMINGTON, NC 28412 SUPPLY, NC 28462
[phone] [phone]
BRUNSWICK COUNTY, NORTH CAROLINA
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SCALE: 1" = 2000'
PROPERTY OWNER
DAVID JAMES HADDOCK,
DAVID HADDOCK PROPERTIES, LLC
PO BOX 2455
SHALLOTTE, NC 28459
SITE
Beach
GRAPHIC SCALE
Fe 3 lord
2000 0 1000 2000 4000 soon
( IN FEET )
1 inch = 2000ft.
APPLICANT
RATCLIFFE ARCHITECTS
ATTN: BILL MORTORFF, ARCHITECT
10404 STEVENSON ROAD
STEVENSON, MD 21153
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NOTICE TO CONTRACTORS AND OWNERS:
CERTIFICATION OF STORM SEWERS, STORMWATER CONVEYANCE CHANNELS, STORMWATER MANAGEMENT PONDS,
BIORETENTION STRUCTURES, ETC. SHALL BE PROVIDED TO THE TOWN OF SHALLOTTE PRIOR TO RELEASE OF
RELATED SECURITIES. THE CERTIFICATION SHALL BE IN ACCORDANCE WITH THE TOWN OF SHALLOTTE'S
STORMWATER MANAGEMENT DESIGN MANUAL.
PRIOR TO STARTING CONSTRUCTION: THE CONTRACTOR MUST CONSULT WITH THE CERTIFYING PROFESSIONALS
(INCLUDING GEOTECHNICAL ENGINEERS) WHO WILL PROVIDE THE CERTIFICATIONS OF THESE MEASURES. THIS Lu
CERTIFICATION INCLUDES ALL ASPECTS OF DESIGN AND CONSTRUCTION AND MUST BE ACCOMPANIED BY Lu
AS -BUILT PLANS AND, WHERE APPLICABLE, A GEOTECHNICAL INSPECTIONS REPORT. _
CALL MISS UTILITY AT 1-800-257-7777 AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION WORK Cn
ROYAL FARMS SPECIFICATION NOTE: Lu
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CONTRACTOR TO COMPLY WITH 'BETTER' OF ITEMS REQUIRED IN THE ROYAL FARMS CIVIL SPECIFICATIONS O
(DATED FEBRUARY 2023) OR STANDARD DETAILS SHOWN WITHIN THIS SITE PLAN.
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 ISSUED TO CLIENT
1 DATE I DESCRIPTION 1
CVF I SMC CVF
DESIGN I DRAWN CHKD
SCALE H: 1 "=2000'
V: N/A
JOB No. 100534-01-001
1 DATE : FEBRUARY 2024 1
Cad file name : V:\100534- Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\001-100534-D-CP-001-COV.dwg
FILE No. 100534-D-C P-001
SHEET 1 OF44

LEGEND ABBREVIATIONS
A A AREA OF ARC L L LENGTH
EXISTING DESCRIPTION PROPOSED AD ALGEBRAIC DIFFERENCE LAT. LATERAL
AASHTO AMERICAN ASSOCIATION OF STATE HWY. & TRANSP. OFFICIALS LF LINEAR FOOT
INDEX CONTOUR 40 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LL LOWER LEVEL
- - ASBY ASSEMBLY LOS LINE OF SIGHT
- - - - - 38 - INTERMEDIATE CONTOUR 38 AC. ACRE LP LOW POINT
EX. E P PROP. E/P AGGR. AGGREGATE LCG LIMITS OF CLEARING & GRADING
EDGE OF PAVEMENT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LT LEFT
EX. C & G CURB AND GUTTER CG-6 ASPH ASPHALT
CG-6R AWWA AMERICAN WATER WORKS ASSOCIATION M M MONUMENT FOUND
- TRANSITION FROM CG-6 TO CG-6R MECH. MECHANICAL
B_ B BREADTH MH MANHOLE
- PROPOSED HEADER CURB BC BOTTOM OF CURB MI. MILE
- PROPERTY LINE BF BASEMENT FLOOR MPH MILES PER HOUR
BLDG BUILDING MS MEDIAN STRIP
- DEPARTING PROPERTY LINE BM BENCHMARK MSL MEAN SEA LEVEL
-- -- LOT LINE -- -- BMP BEST MANAGEMENT PRACTICES (WATER QUALITY) MIN MINIMUM
BOV BLOW OFF VALVE MAX MAXIMUM
RIGHT-OF-WAY -- -- BRL BUILDING RESTRICTION LINE N N/F NOW OR FORMERLY
_ BVCS BEGINNING VERTICAL CURVE STATION
- CENTERLINE NC NORTH CAROLINA
BVCE BEGINNING VERTICAL CURVE ELEVATION
FLOOD PLAIN BW BOTTOM OF WALL NCDOT NORTH CAROLINA DEPT. OF TRANSPORTATION
NFA NET FLOOR AREA
- CLEARING AND GRADING NO.,# NUMBER
C c,e CENTER CORRECTION ON VERTICAL CURVE NBL NORTH BOUND LANE
TREE LINE C COEFFICIENT OF RUNOFF
CATV CABLE TELEVISION N/A NOT APPLICABLE
FLOW LINE OF SWALE CB CATCH BASIN OR CHORD BEARING
- STREAM - - CC CENTER TO CENTER 0 OC ON CENTER
CFS (Q) CUBIC FEET PER SECOND OD OUTSIDE DIAMETER
- OVERLAND RELIEF PATHWAY - -��- - CH CHORD OH OVERHANG
- X X X X- FENCE LINE x x CG CURB AND GUTTER O/H OVERHEAD
CIP CAST IRON PIPE P P PERIMETER
EASEMENT - - - - - - C CENTERLINE PC POINT OF CURVATURE
EX 8" W/1 8" DIP W/L CL CLASS
W- WATER LINE W CMP CORRUGATED METAL PIPE PCC POINT OF COMPOUND CURVE
EX. W/V PROP. W/V CO CLEAN OUT PCEP POINT OF CURVE EDGE OF PAVEMENT
W WATER VALVE W - CONC. CONCRETE PCTC POINT OF CURVATURE TOP OF CURB
EX. R. REDUCER PROP. R. CONT. CONTINUATION PFM PUBLIC FACILITIES MANUAL
CS CURB STOP PG. PAGE
8" PVC SAN CT COURT PGL POINT OF GRADE LINE
EX 18" SANITARY SEWER 18"RCP C/L CENTERLINE 100
�PL PROPERTY LINE PI POINT OF INTERSECTION
,
STORM SEWER � D D,d DEPTH PRC POINT OF REVERSE CURVES
CABLE TV CATV DA DRAINAGE AREA PRELIM. PRELIMINARY
DB DEED BOOK PROP. PROPOSED
E E- ELECTRIC SERVICE E E DEQ NC. DEPARTMENT OF ENVIRONMENTAL QUALITY PT POINT OF TANGENCY
T T TELEPHONE SERVICE -T-T- DET. DETAIL PVC POINT OF VERTICAL CURVATURE
DI DROP INLET PVC POLY VINYL CHLORIDE
c GAS LINE c DIA. DIAMETER PVI POINT OF VERTICAL INTERSECTION
+ 25.32 SPOT ELEVATION +2532 DIP DUCTILE IRON PIPE PVM'T PAVEMENT
DM DROP MANHOLE PVRC POINT OF VERTICAL REVERSE CURVE
0 UTILITY POLE 0 DR. DRIVE PVT POINT OF VERTICAL TANGENT
SIGN DRNG DRAINAGE P&P PLAN AND PROFILE
DRWG. DRAWING
SANITARY SEWER IDENTIFIER D/W DRIVE WAY Q Q(C.F.S.) AMOUNT OF RUNOFF
A
A DELTA
� STORM DRAIN IDENTIFIER O e DU DWELLING UNITS R R,r RADIUS
- �; 2 DOM DOMESTIC READ REQUIRED
RCP REINFORCED CONCRETE PIPE
OW EASEMENT IDENTIFIER OW E e RATE OF SUPER ELEVATION IN FEET PER FOOT RD. ROAD
EC EROSION CONTROL RET. RETAINING
WATER METER O EGL ENERGY GRADIENT LINE REV. REVISION
EQC ENVIRONMENTAL QUALITY CORRIDOR RR RAILROAD
FIRE HYDRANT ESM'T EASEMENT RTE. ROUTE
EG EDGE OF GUTTER R/W RIGHT OF WAY
- PARKING INDICATOR 25 ELEV. ELEVATION RGP ROUGH GRADING PLAN
INDICATES THE NUMBER OF TYPICAL PARKING SPACES ENT. ENTRANCE ROM REMOTE OUTSIDE MONITOR
EP EDGE OF PAVEMENT RMA RESOURCE MANAGEMENT AREA
o STREET LIGHT ES END SECTION RPA RESOURCE PROTECTION AREA
EVCS ENDING VERTICAL CURVE STATION RT RIGHT
VEHICLES PER DAY 255 VPD EVCE ENDING VERTICAL CURVE ELEVATION
(TRAFFIC COUNT) EW END WALL S S SPEED OR SLOPE
EX. EXISTING SAN. SANITARY
_ TEST PIT LOCATION ELEC. ELECTRICAL SBL SOUTH BOUND LANE
RECOMMENDED/REQUIRED TP EBL EAST BOUND LANE SD SIGHT DISTANCE
SECT. SECTION
CRITICAL SLOPE F F FIRE LINE SEW. SEWER
- SLOPES TO BE STABILIZED PURSUANT TO NORTH CAROLINA FAR FLOOR AREA RATIO SH. SHOULDER
EROSION AND SEDIMENT CONTROL HANDBOOK FC FACE OF CURB SF SQUARE FEET
FF FIRST FLOOR SP. SPACE
HANDICAP RAMP (CC-12) FG FINISHED GRADE SP SITE PLAN
DENOTES LOCATION OF STD NCDOT FH FIRE HYDRANT SPEC. SPECIFICATION
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION FL FLOW LINE STA. STATION
FP FLOOD PLAIN STD. STANDARD
Ex 5' TREE o FS FACTOR OF SAFETY STK. STACK
PINE FT. FOOT STM. STORM
FOY. FOYER SVC. SERVICE
FPS FEET PER SECOND SWM STORM WATER MANAGEMENT
- BENCHMARK ELEV 110R 62 1 S/W SIDE WALK
G g GRAVITY Sx CROSS SLOPE
G GAS
GFA GROSS FLOOR AREA T_ T TANGENT
ASPHALT TRAIL Gr. GRADE TB TEST BORE
GR GUARD RAIL TC TOP OF CURB
GAR GARAGE Tc TIME OF CONCENTRATION
CONCRETE SIDEWALK TEL TELEPHONE
H H,h HEIGHT TP TEST PIT
H HEAD END WALLS HC HANDICAPPED PARKING SPACE TP TREE PROTECTION
TB TOP OF BANK
HGL HYDRAULIC GRADIENT LINE TW TOP OF WALL
� p HP HIGH POINT TW TAILWATER
HP STM. HIGH-PERFORMANCE POLYPROPYLENE PIPE
END SECTIONS HR HAND RAIL U UD UNDERDRAIN
HT. HEIGHT UG UNDERGROUND
HW HEADWATER UL UPPER LEVEL
-T- STOP SIGN I RAINFALL INTENSITY UP UTILITY POLE
TSTREET SIGN � ID INSIDE DIAMETER
VAN HANDICAPPED VAN PARKING SPACE
IN INCH V V VELOCITY
INV. INVERT V VOLUME
OHE OVERHEAD ELECTRIC OHE IP IRON PIPE VC VERTICAL CURVE
IPF IRON PIPE FOUND VF VERTICAL FOOT
OHT OVERHEAD TELEPHONE
OHT IPS IRON PIPE SET
J_ JB JUNCTION BOX W W WEIGHT OR WIDTH
7-1 TT--F HANDICAP PARKING W/M WATER MAIN
SPACE (VAN) H T1 K K SIGHT DISTANCE COEFFICIENT WBL WEST BOUND LANE
VAN VAN Ke CULVERT ENTRANCE LOSS COEFFICIENT WQIA WATER QUALITY IMPACT ASSESSMENT
RIP RAP X XF TRANSFORMER
FIRE LANE STRIPING Y_ YI YARD INLET
r= • YR YEAR
. WETLANDS
Z Z SIDE SLOPES
EXISTING LIGHT
E1 SANITARY SEWER STRUCTURE IDENTIFICATION FE]
1351 STORM SEWER STRUCTURE IDENTIFICATION
QWATERLINE STRUCTURE IDENTIFICATION
GENERAL NOTES AND SPECIFICATIONS
LAND CONSERVATION NOTES
1.
ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE TOWN OF SHALLOTTE AND/OR NORTH CAROLINA
1.
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
2.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCHITECTURAL PLANS AND COORDINATE SAME
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED)
WITH THE SUBDIVISION PLAN, PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.
FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
3.
IF WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF AN UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL
DORMANT FOR MORE THAN ONE YEAR.
CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE PROPER AUTHORITY, THE TOWN OF SHALLOTTE, AND THE
2.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
ARCHITECT/ENGINEER.
TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
4.
THE EXISTING UNDERGROUND UTILITIES SHOW HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE
STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH
SITE.
OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE
3.
A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY
CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED
ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE.
THAT, IN THE OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE
5.
ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HAND RAILS.
ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
6.
STANDARD GUARD RAIL AND HAND RAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING THE FINAL
4.
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP
INSPECTION BY THE TOWN OF SHALLOTTE, AND/OR NCDOT.
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE
7.
CONTROLLED FILLS MUST BE COMPACTED TO 95% AS DETERMINED PER STANDARD PROCTOR AASHTO T-99 OR ASTM D 698, AS
FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
SHOWN IN THE GEOTECHNICAL REQUIREMENTS. THE DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER AND
5.
STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
THE RESULTS SUBMITTED TO THE TOWN OF SHALLOTTE PRIOR TO FOOTING CONSTRUCTION.
IMMEDIATELY AFTER INSTALLATION.
8.
COMPACTION OF BACKFILL IN UTILITY TRENCHES SHALL BE IN ACCORDANCE WITH THE TOWN OF SHALLOTTE AND/OR NCDOT
6.
SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR
STANDARDS & SPECIFICATIONS.
EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED
9.
ALL FILL SOILS UNDER EXPANDED PAVED AREAS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED
AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY.
BY ASTM SPECIFICATION D-698 STANDARD PROCTOR METHOD, WITH + OR - 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF
THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH
ANY DEDICATED RIGHT-OF-WAY AND ALL PARKING LOTS; PRIVATE STREETS; PARKING BAYS; CURB AND GUTTER; AND SIDEWALKS
THE DISTURBED AREA TO BE SERVED BY THE BASIN.
ADJACENT TO STREETS AND PARKING LOTS (NOT INTENDED TO INCLUDE LEAD WALKS), WITH UPPER 1.0 FT. COMPACTED TO 100% OF
7.
CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES
THE MAXIMUM DRY DENSITY PER ASTM D-698.
THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED
10.
OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING
WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
STREETS SHALL BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, SHALL BE ADDRESSED AT THE
8.
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
PERMIT STAGE.
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
11.
ADDITIONAL DITCH LININGS OR SEDIMENT AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE CONTRACTOR'S EXPENSE,
9•
WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
AS DETERMINED NECESSARY BY NCDOT AND/OR THE TOWN OF SHALLOTTE DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED
10.
ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
BY THE CONTRACTOR.
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE
12.
A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF EXISTING ROAD TO PROPOSED CURB AND GUTTER AND/OR
TREATED TO REMOVE SEDIMENT.
PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE
11.
BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET
ROADWAY. REMOVE AND RECONSTRUCT EXISTING PAVEMENT AND/OR CURB AS DICTATED BY FIELD CONDITIONS TO PROVIDE POSITIVE
/
PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHELL BE INSTALLED IN BOTH THE
CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
DRAINAGE AT POINTS.
TIE
12.
WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT,
13.
PRIOR TO CONSTRUCTION OF STREET WIDENING, CONTRACTOR SHALL OBTAIN 25-FOOT FIELD SURVEYED CROSS SECTIONS OF
CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING
EXISTING STREET. BASED ON INFORMATION OBTAINED AND CONTRACTOR'S COORDINATION WITH NCDOT AND COUNTY INSPECTOR(S),
CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.
MILLING AND/OR OVERLAY, OF EXISTING ROADWAY MAY BE REQUIRED TO AVOID FALSE GUTTERS, MAINTAIN POSITIVE DRAINAGE, AND
EARTHEN FILL MAY BE USED FOR THE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
TO GAIN ACCEPTANCE OF THE CONSTRUCTED IMPROVEMENTS. ADDITIONAL OVERLAY AND/OR MILLING MAY NECESSITATE
13.
WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH
ADJUSTMENTS TO THE EDGE OF PAVEMENT AND/OR CURB ELEVATIONS SHOWN ON THIS PLAN.
PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
14.
PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3 UNDERDRAINS WHEN LONGITUDINAL GRADES ARE 3% OR GREATER UNLESS
14.
ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
SOIL TEST CONFIRM THAT THEY ARE NOT NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
WATERCOURSES SHALL BE ADHERED TO.
OF TRANSPORTATION (APPLIES TO SIDEWALK IN RIGHT-OF-WAY ONLY).
15.
THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN A WATERCOURSE IS
15.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING ROADS AND UTILITIES WHICH OCCURS AS A RESULT OF
COMPLETED.
THE PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO THE EXISTING RIGHT-OF-WAY.
16.
UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION
16.
ALL UTILITIES INCLUDING UTILITY POLES DESIGNATED TO BE RELOCATED SHALL BE RELOCATED PRIOR TO CONSTRUCTION AT THE
TO OTHER APPLICABLE CRITERIA:
CONTRACTOR'S EXPENSE.
A)
NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
17.
THE DESIGN OF PAVEMENT PLACED WITHIN THE RIGHT-OF-WAY SHOULD EQUAL OR EXCEED THE THICKNESS OF THE EXISTING
B)
EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
PAVEMENT.
C)
EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
18.
OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1 1/2 INCH DEPTH; ANY COST ASSOCIATED WITH PAVEMENT OVERLAY, OR
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER.
OR OFF -SITE PROPERTY.
19.
THE PAVEMENT DESIGN AND DEPTH OF STREETS SHOWN HEREON IS BASED ON AN ASSUMED CBR VALUE. PRIOR TO CONSTRUCTION
D)
RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
SOIL TESTS OF SUBGRADE MUST BE PERFORMED BY A GEOTECHNICAL ENGINEER OF RECORD AND MUST BE SUBMITTED TO THE
E)
APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
ENGINEER FOR ACTUAL DETERMINATION AND CALCULATION OF THE REQUIRED PAVEMENT DESIGN AND SUBBASE THICKNESS. NO
17.
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO
PAVEMENT CONSTRUCTION MAY COMMENCE WITHOUT THE FINAL PAVEMENT DESIGN APPROVAL BY THE TOWN OF SHALLOTTE AND/OR
MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
NCDOT.
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH
20.
STREET CUT AND PATCH WORK IN PUBLIC RIGHT-OF-WAY REQUIRED FOR UTILITIES INSTALLATION SHALL BE PERFORMED IN STRICT
DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
ACCORDANCE WITH COUNTY AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
21.
THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE CONTRACTOR SHALL SUBMIT A SIGNING, STRIPING AND/OR
THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND
SIGNALIZATION PLAN TO NCDOT LAND DEVELOPMENT SECTION A MINIMUM OF 30 DAYS PRIOR TO PERMIT APPLICATION. THE
DISTURBING ACTIVITIES.
CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN.
18.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL
22.
ALL RIGHT-OF-WAY DEDICATED FOR PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED.
SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED
23.
EROSION AND SEDIMENT CONTROL WILL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NORTH CAROLINA
BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
EROSION AND SEDIMENT CONTROL HANDBOOK AND THE REGULATIONS OF THE TOWN OF SHALLOTTE.
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION
24.
AN AIR QUALITY PERMIT WILL BE OBTAINED IF REQUIRED.
AND SEDIMENTATION.
25.
ANY LIGHTING SHOWN HEREON IS AS SPECIFIED BY THE CLIENT AND IS INCLUDED FOR INFORMATION PURPOSES ONLY, AS DIRECTED
19.
REFER TO SHEET 27 FOR EROSION & SEDIMENT CONTROL NARRATIVE.
BY THE OWNER AND/OR PUBLIC AGENCY REQUIREMENTS. BOWMAN CONSULTING GROUP, LTD. HAS NOT PERFORMED THE LIGHTING
DESIGN, AND THEREFORE DOES NOT WARRANT AND IS NOT RESPONSIBLE FOR THE DEGREE AND/OR ADEQUACY OF ILLUMINATION ON
THIS PROJECT.
26.
THERE ARE NO KNOWN CEMETERIES ON THIS SITE.
27.
VERTICAL DATUM FOR THIS PLAN IS NAVD 88. HORIZONTAL DATUM IS NAD 83.
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COUNTY PROJECT NUMBER I
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
SHEET 2 OF44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\002-1 00534-D-CP-001 -LGD.dwg

COLORED CONCRETE:
114 10 MANUFACTURER: INCRETECOLOR-CRETE
-PAVEMENT wIDTHINDICATED COLOR: COAL MEDIUM FT9120
ON TYPICAL STREET SEALANT:KAUFMANKRYSTAL25OTC
�• • SECTIONS TO BE MEASURED
• , '{, •� • •`'..j 3 tir TOTHIS POINT (-HE-LOW LINE)
ABOVE NOTE APPLIES TO DIESEL FUEL PAD & DIESEL TANK PAD,
•w',,�•: . • i �' •.' a • • • ' •:'• �' .• • .000 PSI CONCRETE
OMPACTED GRADED
AGGREGATE BASE (GAB)
wiuDIFIED COMBINATION CURB AND GUTTER
NOTE:
1. A REVERSE GUTTER PAN SHALL HAVE A GUTTER SLOPE OF 4.17% AWAY FROM THE FLOW LINE, AND
SHALL NOT BE USED WHERE THIS DRAINAGE CREATES A HAZARDOUS CONDITION
2. GUTTER PANAT THE MEDIAN EDGE OF INTERMEDIATE ARTERIALS OR THE HIGH SIDE OF SUPER
ELEVATED SECTIONS SHALL BE SLOPED AT THE SAME RATE AND IN THE SAME DIRECTION AS THE
PAVEMENT. MATCH PAVEMENT CROSS SLOPE WHEN CURB IS LOCATED ON THE LOW SIDE OF SUPER
ELEVATED SECTIONAND THE RATE OF SUPER ELEVATION IS GREATER THAN 3% FOR MODIFIED CURB AND
GUTTER.
3. A MINIMUM OF TWO (2) FEET OF COMPACTED STABILIZED EARTH. OR EQUIVALENT, SHALL SUPPORT THE
ENTIRE BACK OF CURB,
4, A POSITIVE DRAINAGE SHALL BE PROVIDED BOTH BEHIND THE CURB ANDALONG THE GUTTER AND
FLOW LINE,
MOUNTABLE CURB DETAIL
NOT TO SCALE
BUILDING EXTERIOR WALL
USE ZIP STRIPS- FILL WITH POURABLE
CAULK WIDTH--114"
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI
NORMAL WEIGHT AIR -ENTRAINED, MAX WIC= 0.45;
FIBER 1.5 LBS1 CUBIC YARD EUCLID TYPE F
FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO BE
ADDED AT CONCRETE PLANT
WORKABILITY: ADD HIGH RANGE WATER REDUCER
(SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE
PROPER WO RKABLE CONCRETE (APPROX. SLUMP =
6'1
SEE NOTE CRCSS SLOFE{f
=1NISH FLOOR
SIDEWALKS ADJACENT TO THE
STORE ARE TO BE COLORED
j J CONCRETE BROOM F14SHED
/ ?ERPENDICULARTOSTORE
/FORCONTROUEXPANSION
/JOINTS, PLEASE REFER TO
/EXHIBIT Eel -COORDINATE WJ RF
& CIVIL ENGINEER
COMPACTED SUBGRADE �J COLORED CONCRETE:
TO 98°k MAX DRY J MANUFACTURER:INCRETE
DENSITY PER ASTM COLOR-CRETE
D1557 / COLOR: COAL MEDIUM FT9120
4" COMPACTED GRAVEL SEALANT: KAUFMAN KRYSTAL 25
7yBASE OTC
1f2" ISOLATION JOINT HELD
1/2" BELOW FINISH
SIDEWALK WITH SEALANT
NOTE:
1. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4,000 P.S.I. CONCRETE.
SIDEWALK PAVEMENT DETAIL
NOT TO SCALE
FOR CCNTROLI EXPANSION JOINTS, PLEASE REFER TO EXHIBIT E,4
COLORED CONCRETE:
MANUFACTURER: INCRETE COLOR-CRETE
COLOR; COAL MEDIUM FT9120
SEALANT, KAUFMAN KRYSTAL 25 OTC
SEE PLAN FOR SIZE
POUR FLUSH
rPROP.
Wi
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL WEIGH
AIR -ENTRAINED, MAX WIC = CAS-, FIBER 1.5 LBSJCUBIC YARD EUCLID
PAVEMENT
TYPE F FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO BE ADDED AT
GRADE
CONCRETE PLANT
WORKABILITY: ADD HIGH RANGE WATER REDUCER
TACK COAT02
(SUPERP LASTICIZER) AS NECESSARY TO ACHIEVE PROPER
GAL,ISQ, YARD
WORKABLE CONCRETE (APPROX. SLUMP = 6'
BITNIUNOUS
•`••+ ;•'•• ,•+•• ,•+. ,•
`° •�;•�. ••;•:. •�.• •+.�, •,,•.. ••.'
r
CONCRETE
PAVEMENT OR
,...'.
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CONCRETE
�:
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PER SITE PLAN
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CR-6 STONE COMPACTED PREPARED
SUBBASE SUBGRADE - MIN 98%
COMPACTION
SECTION VIEW
NOTE:
1. USE THIS CONCRETE PAVING SECTION FOR AIR & VACUUM PADS.
6" CONCRETE PARKING PAD
PAVEMENT DETAIL
NOT TO SCALE
SPILL CURB & GUTTER
NOTES:
CONCRETE & FIBER REINFORCEMENT: F'G= 4,000 PSINORMAL
WEIGHT AIR-ENTRAINE U, MAX WIG = 6.45, FIBER 1.5 LBSI CUBIC
YARD EUCLID TYPE F FIBRILLATED MCRO FIBER PSI
FIBERSTRAND TO BE .ADDED AT CONCRETE PLANT
WORKABILITY ADD HIGH RANGE WATER REDUCER
(SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER
WORKABLE CONCRETE (APPROXSLUMP =T)
ZONING TABULATIONS
28 DAY 4.000 PSI
CLASS "A" CURRENT ZONING = B-2 (BUSINESS DISTRICT) (BRUNSWICK COUNTY)
CONCRETE PROPOSED ZONING = HB (HIGHWAY BUSINESS) (TOWN OF SHALLOTTE)
POUR FLUSH Wl PROP. USES= CONVENIENCE STORE
PROP. FUEL DISPENSING SERVICE
PAVEMENT
GRADE
TACK COAT 0.2 EX. PARCEL AREA: #18200192 - 1.3114 AC. (57,126 SF)
GAL.ISO.YARC #1820012903 - 1.8316 AC. (79,785 SF)
BITMUNOUS PROP. PARCEL AREA: (1.3114 AC. + 1.8316 AC. + *0.7788 AC,)
`. + • . ;. `. «'. .'. . ,. . , s ► CONCRETE
. •,,'; . PAVEMENT OR = 3.9219 AC. (170,837 SF)
•.• 'i' :a•!.• :� !+'.:� !.' :�" a' CONCRETEPER
SITE PLAN00 *THIS IS ADDITIONAL AREA TO BE REMOVED FROM PARCEL #1820012901 AND
"� pia ADDED TO THIS SITE.
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TOWN OF SHALLOTTE PARKING REQUIREMENTS:
48 STONE SUBBASE COMPACTED PREPARED
SECrIONvIEW SUBGRADE MINIMUM STORE PARKING (4,710 SF GFA) = 29 SPACES
NOTE: CR-6 STONE SUBBASE FOR DUMPSTER APRON PAD ONLY,A.LLOTHERSTOBE#8STONE. (6 SPACES PER 1,000 SF GFA)
S" CONCRETE FUEL TANK PAD DETAIL MAXIMUM STORE PARKING (4,710 SF GFA) = 48 SPACES
(10 SPACES PER 1,000 SF GFA)
FUEL TANK LANDING PAD/
MINIMUM CANOPY PARKING (4,576 SF GFA) = 13 SPACES
(1 SPACE PER 375 SF GFA)
MAXIMUM CANOPY PARKING (4,576 SF GFA) = 23 SPACES
(1 SPACE PER 200 SF GFA)
ENTIRE SITE MINIMUM PARKING (9,286 SF GFA) = 42 SPACES
DIESEL FUEL CANOPY FAD/
DUMPSTER APRON PAD
NOT TO SCALE
2"ASPHALT SURFACE COURSE ENTIRE SITE MAXIMUM PARKING (9,286 SF GFA) = 71 SPACES
(COMPACTED TO 92-96%DENSITY)
3"OSPHALT ACTEDTO92- DEN TOTAL PROVIDED SPACES = 58 SPACES (3 H.C.)
(COMPACTED TO 92-06% DENSITY)
8" COMPACTED STONE BASE
(COMPACTED TO 0A COMPACTED PER
ACCESSIBLE SPACES:
GEOTECHNCALREPORT) REQUIRED - 3 SPACES 3 VAN ACCESSIBLE
PROVIDED =
3 SPACES (3 VAN ACCESSIBLE)
LOADING SPACES:
REQUIRED =
1 SPACE
(15'x3O')
COMPACTED SUBGRADE
PROVIDED =
1 SPACE
(12'x5O')
NOTE: (PER GEOTECHNICAL REPORT)
1. REVISE TO MEET JOB AND LOCAL JURISDICTION REQUIREMENTSANDGEOTECHNICALREPORT
BUILDING SETBACKS:
REQUIREMENTS. THE MINIMUM REQUIRED THICKNESS ARE SHOWN IN THE DETAL.US€ LOCAL DOT
FRONT:
35'
PAVEMENT MIX DESIGN FOR WEARINGAND BINDING COURSES.
REAR:
20'
2. PROOF ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND AREAS
REQUIRING ADDITIONAL COMPACTION. NOTIFY ENGINEER OF UNSATISFACTORYCONDITIONS.DONOT
SIDE:
10'
BEGIN PAVING WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO
RECEIVE PAVING,
PARKING SETBACKS:
3, VERIFY WITH GEOTECHNICAL ENGINEER FOR PAVEMENT THICKNESS.
PRIMARY STREET:
8'
STANDARD ASPHALT PAVEMENT DETAIL
SIDE STREET:
8'
R R T N
'
NOT TO SCALE
SEE PLAN FOR SIZE
CONCRETE & FIBER REINFORCEMENT: F'C-- 4,000 PSI NORMAL
WEIGHT AIR -ENTRAINED, MAX WPC = OA5: FIBER 1.5 LBS/
CUBIC YARD EUCLID TYPE F FIBRILLATED MICRO FIBER PSI
FIBERSTRAND TO BE ADDED AT CONCRETE PLANT
WORKABILITY: ADD HIGH RANGE WATER REDUCER
(SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER
WORKABLE CONCRETE (APPROX. SLUMP a 61
SIDE/ EA LO LI E. 5
BUILDING HEIGHT:
MAX = 4 STORIES
-28 DAY 4,000 PSI PROPOSED= 1 STORY
CLASS "A'
CONCRETE
-POUR FLUSH
W1
PROP.
PAVEMENT
GRADE
-TACK COAT 02
CONSTRUCTION NOTES:
1. ALL CONSTRUCTION TO CONFORM TO EXISTING STATE AND COUNTY BUILDING CODES.
2. CONTRACTOR IS REQUIRED TO CONTACT MISS UTILITY AT 1-800-552-7001 AND HAVE UTILITIES LOCATED BEFORE
UNDERTAKING ANY EXCAVATION. THIS ACTION DOES NOT RELIEVE THE CONTRACTOR OF INDEPENDENT VERIFICATION
BY HIS OWN FORCES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AT HIS OWN EXPENSE ANY
UTILITIES DAMAGED DURING CONSTRUCTION.
3. LOCATION OF EXISTING UTILITIES TAKEN FROM AVAILABLE RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION AND PROTECTING ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION.
FURTHER, THIS FIRM IS NOT RESPONSIBLE FOR ANY UNDERGROUND OR OVERHEAD CONDITIONS, INCLUDING THOSE
NOT SHOWN WHICH WOULD IN ANY WAY INTERFERE WITH CONSTRUCTION ACTIVITIES.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO STARTING
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DIFFERENCES.
5. RELOCATION OF ANY UTILITIES IS TO BE AT THE CONTRACTOR'S EXPENSE AND COMPLETED WITH SITE WORK. ALL
NEW UTILITY LINE INSTALLATIONS MUST BE UNDERGROUND (IE. TELEPHONE, ELECTRIC, ETC.)
6. CONTRACTOR SHALL INSTALL UTILITIES TO THE LIMITS SHOWN ON THE CONSTRUCTION PLANS.
7. ALL CONCRETE WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO NCDOT STANDARDS. ALL CONCRETE WORK
ONSITE TO CONFORM TO ROYAL FARMS STANDARDS.
8. NO ENTRANCE SIGN APPROVALS OR PERMITS TO BE ISSUED WITH THIS CONSTRUCTION SITE PLAN.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY EXISTING PAVEMENT,
DRIVEWAYS, WALKWAYS, CURBS, ETC. THAT MUST BE CUT OR ARE IN ANY WAY DAMAGED DURING CONSTRUCTION.
10. AS -BUILT DRAWINGS MUST BE KEPT BY THE CONTRACTOR AND UPDATED ON A DAILY BASIS ON THE JOB SITE.
11. FOR UTILITY GRADES LESS THAN 1%, CONTRACTOR SHALL USE LASER TECHNOLOGY FOR INSTALLATION.
12. ENGINEERED FOOTINGS MAY BE REQUIRED DUE TO SOIL TYPES WHICH MAY HAVE CHARACTERISTICS FOR MODERATE/
HIGH SHRINK -SWELL POTENTIAL.
13. PRIOR TO PLACEMENT OF ANY FILL MATERIAL, ALL SURFACE DRAINAGE SHOULD BE ROUTED AWAY FROM THE
CONSTRUCTION AREA.
14. ALL FILL MATERIALS AND EMBANKMENT SUBGRADE SHALL BE APPROVED BY THE SOILS ENGINEER PRIOR TO
PLACEMENT OF FILL MATERIAL.
15. SUITABLE FILL MATERIAL SHALL BE RECOMMENDED FOR APPROVAL BY A GEOTECHNICAL ENGINEER.
16. ALL SUPPORTING SOILS OF ALL STRUCTURES FOUNDED ON FILL WITHIN NCDOT RIGHT-OF-WAY SHALL REQUIRE
GEOTECHNICAL REPORTS TO ENSURE PROPER COMPACTION.
SITE SPECIFIC INFORMATION:
1. BOUNDARY INFORMATION AS SHOWN HEREON IS COMPILED FROM EXISTING LAND RECORDS OF BRUNSWICK COUNTY,
NC AND A FIELD SURVEY PERFORMED BY COASTAL GEOMATICS, PLLC ON OCTOBER 13, 2023.
2. THE TOPOGRAPHIC FEATURES AS SHOWN HEREON WERE COMPILED FROM GPS AND CONVENTIONAL SURVEY METHODS
BY COASTAL GEOMATICS, PLLC ON OCTOBER 13, 2023.
3. THE TITLE DOCUMENTS FOR THE SURVEYED PROPERTY HEREIN DESCRIBED WERE PROVIDED BY COASTAL GEOMATICS,
PLLC, COMMITMENT NO: 22-2960, COMMITMENT DATE: NOVEMBER 20, 2023 AT 8:00 A.M.
4. THE SURVEYED PROPERTIES CURRENTLY STAND IN THE NAMES OF DAVID HADDOCK PROPERTIES, LLC AS RECORDED
IN TM 18200192, AND DAVID JAMES HADDOCK, AS RECORDED IN TM 1820012903 & TM 1820012901 AMONG THE
LAND RECORDS OF BRUNSWICK COUNTY, NC.
5. THE PROPERTY IS IDENTIFIED BY THE BRUNWICK COUNTY ASSESSOR AS TAX MAP 18200192, 1820012903, &
1820012901.
6. THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE "X" (OTHER FLOOD AREAS) AREA 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% ANNUAL CHANCE
FLOOD; AND ZONE "X" (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN,
ALL AS SCALED FROM THE FLOOD INSURANCE RATE MAP, MAP NUMBER 3720109800K, EFFECTIVE DATE: AUGUST
28, 2018.
7. NO RESOURCE PROTECTION AREA (RPA) OR ASSOCIATED WETLANDS ARE LOCATED ON THIS PROPERTY.
8. THERE ARE NO KNOWN SOLID WASTE DUMPS OR SANITARY LANDFILLS ON SITE AT THE TIME OF SURVEY.
9. THERE ARE NO KNOWN CEMETERIES OR HISTORICAL SITES LOCATED ON THE SUBJECT PROPERTY.
10. PROPOSED DEVELOPMENT TO BE SERVED BY PUBLIC WATER AND SEWER.
11. STORMWATER MANAGEMENT TO BE PROVIDED IN ACCORDANCE WITH CURRENT DEQ REQUIREMENTS.
12. NO IMPACTS TO WETLANDS AND OTHER ENVIRONMENTALLY SENSITIVE AREAS ARE PROPOSED. COMPLIANCE WITH
ALL RELEVANT REGULATIONS SHALL BE DEMONSTRATED WITH THE FINAL SITE PLAN.
GAL./SQ.YARD HERITAGE TREE SURVEY LETTER
P( CONCRETE
' PAVEMENTOR
- :�:• CONCRETE
oo�o o o PER SITE PLAN
e�°boa � od°O
0 o e o e ooe�a
oe o e eo 0 0 0 00
98 STONE SUBBASE COMPACTED PREPARED
SUBGRADE - MIN 98%
SECTIONVIEW COMPACTION
6" CONCRETE FUEL CANOPY PAD
PAVEMENT DETAIL
COLLECTOR CURB & GUTTER
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PS.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUTOR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE 14GREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT
PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0' O.C. TOOLED 1/4" (t11161 WIDE, 1' DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'.0" INTERVALS, MAXIMUM, AND ALL P.C.S.
CONCRETE CURB & GUTTER DETAIL
NOT TO SCALE
40T TO SCALE
COASTALGEOMATICS
LAND SURVEYING MAPPING PLANNING
February 1, 2024
Mr. Austin Tinsley
Director of Construction
Lat Purser & Associates
4530 Park Road, Suite 410
Charlotte, NC 28209
Subject: Royal Farms Project
Tax Parcel 1820012903
Main Street & US 17 Bypass North
Heritage Trees
Mr. Tinsley,
There were no heritage trees found outside of environmentally sensitive areas on the reference project site.
Sincerely,
ez
Christopher D. Stanley, PLS
Coastal Geomatics, PLLC
Main Branch: 5041-3 Main Street, Shallotte, NC 28470 * Telephone: [phone]
Mailing Address: Post Office Box 1560, Shallotte, NC 28459
NCBELS Firm License No. P-2248
coastalgeomatics.com
Bab
T
SITE M0 O
SOILS MAP
SCALE: 1" = 100'
Brunswick County, North Carolina (NCO19)
Map
Unit
Symbol
Map unit name
Rating
BaB
Baymeade fi ne sand, 1 to 6 percent slopes
A
Mu
Imurville mucky fine sand
I D
LEGEND
'A' SOILS
'D' SOILS
PAVING NOTES
1. SOIL TEST OF SUBGRADE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION PRIOR TO
PLACEMENT OF PAVING.
2. ALL FINAL PAVEMENT AND BASE COURSE THICKNESS MAY BE DESIGNED IN ACCORDANCE WITH THE NCDOT ROADWAY
DESIGN MANUAL, AND SHALL BE BASED ON A SUFFICIENT NUMBER OF CBR TEST TO DETERMINED THE TRUE SUPPORT
VALUES OF THE VARIOUS SOILS IN THE SUBGRADE.
3. SUFFICIENT ENGINEER CERTIFIED CBR TESTS MUST BE RUN TO DETERMINE THE SOIL SUPPORT VALUE (SSV) OF THE
VARIOUS SOILS IN THE SUBGRADE.
4. ALL BASE, SUBBASE AND SUBGRADE MATERIAL SHALL BE COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 METHOD
"A" WITHIN 20% OF OPTIMUM MOISTURE.
5. STONE SUBBASE MATERIAL SHALL EXTEND UNDER THE CURB AND GUTTER A MIN. DISTANCE OF 18" FROM THE FACE OF
CURB. THE STONE THICKNESS UNDER THE CURB AND GUTTER SHALL BE THE PAVEMENT DEPTH IN EXCESS OF THE 7"
DEPTH OF THE GUTTER FACE BUT NO LESS THAN 4".
TRASH COLLECTION
ON -SITE TRASH SHALL BE PLACED IN DUMPSTERS LOCATED WITHIN A DUMPSTER ENCLOSURE. THE PROPOSED DUMPSTER SHALL
BE SCREENED FROM VIEW. THE DUMPSTER SHALL BE EMPTIED ONCE WEEKLY. IT IS THE RESPONSIBILITY OF THE OWNER TO
PROVIDE TRASH SERVICE FOR THE SITE.
LANDSCAPING:
1. PLANTINGS SHALL BE PROVIDED IN ACCORDANCE WITH REGULATIONS. PLANT SPECIES SHOWN HEREIN MAY BE ALTERED
WITH THE APPROVAL OF THE TOWN AGENT.
PERMITS:
1. PROOF OF ALL NECESSARY FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PERMITS MUST BE SUBMITTED TO PLANNING
DEPARTMENT PRIOR TO APPROVAL OF CONSTRUCTION PLANS AND/OR GRADING PLANS.
2. ANY PERENNIAL STREAM PERMITS REQUIRED BY LAW SHALL BE OBTAINED PRIOR TO CLEARING AND GRADING IN THESE
AREAS.
3. ANY ADVERTISING OR ENTRANCE SIGNS WILL REQUIRE SEPARATE PERMITS IN ACCORDANCE WITH TOWN REGULATIONS.
ADMINISTRATIVE NOTES:
1. ALL ROADWAYS AND CUL-DE-SACS SHALL HAVE ADEQUATE ACCESS FOR FIRE FIGHTING EQUIPMENT PRIOR TO ANY
BUILDING CONSTRUCTION ABOVE GRADE.
2. SECURITIES WILL BE REQUIRED FOR EROSION AND SEDIMENT CONTROLS AND STORMWATER MANAGEMENT MEASURES PRIOR
TO ISSUANCE A GRADING PERMIT.
3. INFORMATION RELATIVE TO EXISTING OVERHEAD AND UNDERGROUND UTILITIES WERE DEVELOPED FROM AVAILABLE
INFORMATION AND CAN BE FOUND IN THE ALTA SURVEY ON SHEET 4.
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE H: 1 "=100'
V: N/A
JOB No. 100534-01-001
_D
DATE : FEBRUARY 2024
FI LE N o. 100534-D-C P-001
Cad file name V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\003-004-100534-D-CP-001-NTS & ALTA.dwg
SHEET 3 OF44

CERTIFICATION
THE UNDERSIGNED HEREBY CERTIFIES TO XXXXXXXXXXXXXX, TOGETHER WITH ITS SUCCESSORS
AND/OR ASSIGNS. AS THEIR INTERESTS MAY APPEAR. THAT THIS MAP OR PLAT AND THE
SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM
STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED
AND ADOPTED BY ALTA AND NSPS. THE FIELDWORK WAS COMPLETED ON DECEMBER 8, 2022.
DATE OF PLAT OR MAP: DECEMBER 13, 2022 \�tt1\ lllill��
(SURVEYOR'S SIGNATURE)
--------------- - PI__EL*1MI AUY=
PRINTED NAME NOT FOR REnDJ�G, hA3_6R�01� ANCE
COMMITMENT NO. XXXXXXX : o� ®
VICINITY MAP ----,
NO SCALE - _ '
I (SIGN STREET
- - - - -
Z------39-
GENERAL NOTES:
1. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND IN THE BRUNSWICK
COUNTY TAX OFFICE.
2. ACCORDING TO CURRENT FEMA FLOOD MAP # 3720109800K, THE TRACT APPEARS TO BE LOCATED
IN THE FOLLOWING ZONE X, AREA OF MINIMAL FLOODING.
3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, RESTRICTIONS,
RIGHT-OF-WAYS OF RECORD, GOVERNMENTAL ORDINANCES AND/OR REQUIREMENTS WHICH MAY
LIMIT THE USE OF THIS PROPERTY.
4. ALL BEARINGS ARE BASED ON NC GRID NORTH (NAD83-NSRS 2011); ALL DISTANCES ARE
HORIZONTAL GROUND DISTANCES. COMBINED GRID FACTOR = 1.00011875
5. AREA BY COORDINATE METHOD. AREA DOES NOT INCLUDE AREAS SHOWN AS POTENTIAL OVERLAPS.
SUBJECT BOUNDARY RUNS WITH POINTS A-G AND G-H SHOWN IN INSET #1.
6. CURRENT ZONING: TOWN OF SHALLOTTE: B-2 (BUSINESS)
7. THE SUBJECT PROPERTY IS VACANT LAND AT THE TIME OF THIS SURVEY.-
8. ELEVATIONS WERE OBTAINED BY NORTH CAROLINA REAL TIME NETWORK AND ARE BASED ON
N.A.V.D. 88 DATUM.
9. CONTOURS SHOWN AT ONE FOOT INTERVALS.
10. PROPERTY ADDRESS: 2811 OCEAN HIGHWAY WEST, SHALLOTTE, NC 28470
37
LEGAL DESCRIPTION
BEING ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING IN LOCKWOOD FOLLY TOWNSHIP, BRUNSWICK COUNTY,
NORTH CAROLINA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT AN EXISTING REBAR FOUND IN THE EASTERN RIGHT OF WAY LINE OF HIGHWAY 17 BUSINESS -MAIN
STREET, AS SHOWN ON MAP BOOK 27, PAGE 45, SAID REBAR BEING LOCATED N78'59'01 "E, 577.89 FEET FROM
N.C.G.S. MONUMENT "BOBBY", (NC GRID COORDINATES, N=86225.58 FEET, E=2192360.27 FEET) NAD 83/2011.
THENCE FROM THE BEGINNING POINT AND WITH SAID EASTERN RIGHT OF WAY OF US HIGHWAY 17 BUSINESS -MAIN
STREET, N69'39'52"E, 7.33 FEET TO AN NEW REBAR SET; THENCE CONTINUING WITH SAID EASTERN RIGHT OF WAY OF
US HIGHWAY 17 BUSINESS -MAIN STREET, N28'26'43"E, 193.66 FEET TO AN EXISTING NCDOT RIGHT OF WAY DISK IN
THE INTERSECTION WITH THE SOUTHERN RIGHT OF WAY LINE OF US HIGHWAY 17-SHALLOTTE BYPASS; THENCE WITH
THE SOUTHERN RIGHT OF WAY OF WAY OF US HIGHWAY 17-SHALLOTTE BYPASS FOR THE FOLLOWING FOUR (4)
COURSES; N60'53'18"E, 182.05' FEET TO AN EXISTING NCDOT RIGHT OF WAY DISK; THENCE N85'57'01"E, 232.46
FEET TO AN EXISTING NCDOT RIGHT OF WAY DISK; THENCE S34'05'43"E, 68.40 FEET TO AN EXISTING NCDOT RIGHT
OF WAY DISK; THENCE N67'09'33"E, 34.57 FEET TO AN EXISTING MAG NAIL FOUND; THENCE LEAVING THE SOUTHERN
RIGHT OF WAY LINE OF US HIGHWAY 17-SHALLOTTE BYPASS, S13'28'21"E, 145.07 FEET TO AN EXISTING REBAR
FOUND; THENCE S44'37'29"E, 120.38 FEET TO AN EXISTING REBAR FOUND IN THE NORTHERN BOUNDARY LINE OF
THE LANDS CLAIMED BY JAY & MARY HOUSTON AS RECORDED IN DEED BOOK 1454, PAGE 553; THENCE WITH THE
HOUSTON BOUNDARY LINE, S87*33'31 "W, 284.71 FEET TO EN EXISTING IRON PIPE FOUND; SAID IRON PIPE FOUND
BEING THE NORTHEAST CORNER OF A TRACT OF LAND CLAIMED BY JASON & CYNTHIA SIMMONS AS RECORDED IN
DEED BOOK 1643, PAGE 793; THENCE WITH SAID SIMMONS BOUNDARY LINE, S87*06'10"W, 393.73 FEET TO AN
EXISTING IRON PIPE FOUND; THENCE NO2'14'04"W, 24.21 FEET TO THE PLACE AND POINT OF BEGINNING. CONTAINING
3.14 ACRES (136,911 SQUARE FEET) AS SHOWN ON THIS MAP.
AREA WITHIN LINES A-B, B-C, C-D, D-E AND E-A ARE BASED ON A N69' 39' 52"E
SURVEY BY JIMMY D. ETHERIDGE, PLS, AS RECORDED IN MAP CABINET 27, 7.33'
PAGE 45. AREA IS CLAIMED BY JASON & CYNTHIA SIMMONS IN DEED BOOK /
1643, PAGE 793. AREA OF POTENTIAL OVERLAP=545 SQUARE FEET. "H" /
AREA WITHIN LINES B-C, C-D, D-F AND F-B ARE CLAIMED BY JO ANN & /
JEFFREY SIMMONS IN DEED BOOK 3906, PAGE 299. AREA OF POTENTIAL
OVERLAP=19 SQUARE FEET.
55 p6
yg 2A"E 61�p N
N69 N66 pti �2E
0
525 SQ.FT.
S24' 09' 35"E
�6.67'
„C„
"D'
19 Soar. "A"
"B" S8T 17' 50"W 52.78'
"F" \N86' 33' 08"E
12.00'
JO ANN & JEFFREY SIMMONS JASON & CYNTHIA SIMMONS
AREA OF
CONTENTION "INSET #1"
SCALE: 1 "= 10'
_
---- --_/'
/ ----37
----
WRONG WAY SIGN
` \ " 18RCP INVERT
_
-��---NOT FO�1ND
�� ��=-s\ --------34----�
CATCH BAS3N_- 35-'--
J
\ -
_
I1A= -32 95
INV-291�'(18"RCP)
- - - - - - - - - -- 36-�-- - -
===35- -
- - - --
---------
--36 __________ US HIGHWAY-17-SHALLOTTE_
BYPAS_
\\\ I'''
\ \
--------
-------37--- �_-''
-�
----__-___-__-
IRREGULAR
RIGHT OF WAY
` \
--------------
----------
_
EDGE ASPHALT
NORTH BOUND LANES
\�\\ \\
_ _ _ _ _ - - _____-------
ASPHALT
DRIVE -
- - - _ -
CONCRETE 38---------- ---- \ \
MEDIAN PROJECT BENCHMARK _------------_----- `� `� SIGN
NCGS MONUMENT BRU-49 — ` -------------------- — — —
i 40 --- ELEVATION =40.51' NAVD 88 - — — --- — — — — — — — — — — — — -- — — — — - ——— — — — — — — — — — — — — — — - — — — EDGE ASPHALT �\ \\ ----------------- _--------------�\
39----------- _ \\ __----------------�-------------------------__�\\
SGIf DNS_ - --
\ // SIGN ------- US17 SIGN ----- HOSPITAL SIGN ______----_-_-__-- �\-_____----- --------------- ----------------------\\\
OHE _ _
- \ I /'-- _ / ---- __-- _---`cam- --- ___---- i---------------------\\\
OHE / - - - - - - - - - - - - - - - _ - _ - - - - - _ _ - _ - - -� _ - - - - - - _ _ - - _ _ i - - - - - - - - - - - _ \ \
11 G ONE W IIGNAL�OL�-__1--------------------------------- 3837----- __----------___ -_-- ------ ____-_---___--_--____ _ --�\ ��-- --- _------ __.--��-------- INV
_ ____ ____ _____ _________ ___________ ______ _ 2588.4_
\ __ ____ -36-- _ bH \��� I/ \\ ,' ��FIELD Sr -_ -------- ----------------------------35-- __---------------- __ _------------- _--_ - ` ��V-----_>�---- x- --IN'd 23.�f------2s--28
oHE I / / i' '--------- _�-----------------------------34 _----- NCDOT CONTROLLED _-- ---- __-_- �1F_---_s>�-- _----- - _'-- -27
___GUI- -------- ----------33-- --- __-- _�__w--- _--�t�27--
------ --- ---- ----- -ACCESS R/W FENCE-- _
-- --- -- ----- -------------- ___---_ 5E= z23' _- -- -- -- =-�t-
I TRANSFORME�I - - - -- - - _- 3231----- -_-__ a-Qa _- -- _ \ \ `_ -25--
_ -------------- __ _
------------------------- ----- --- - 27 - - - - / 26
30 -
--------------------- ------ - ---- - ---- ---- S34' 05' 43"E
SPI-UND€R'S OUND'---------- - -/ �� 'I`------- vHe - -='-'� �5"RCP __ _ --- 28---__-- i-------
68.40' _
\ T�}2A1 FCC / / / I I / / / _ - _ - _ _ ottE _ _ INY=94.32-' - - v> _ - - '2a, 42"RCP
I 1 I / 'SEWER-FOI _EMA1N - - - - - - COMIAMICATION - - - - _
I $IGNgt,l / I I / It I II j 1 < �' _ - /VAULTS----�-�t��'- �� -_---- - 11 INV=21.68'
t I / II I I \ ----- \/ x--' / i , _ \ \ �i 24�HDPE' o
" CA I� I / / / / I t \ ��� I i ------ _-- 25 �>6 / �/ oHE ,i' = `i'\�\ �'' 6 A9
-' _ 27' ti6 "T\ / INV=23.35'
/ / / / �F✓ / / / _, '' / _ _ - - - - -
RCP
\
JUNCTION28 "
0 INV=21.9T BOX SEALED
22a=00
?B�
\ MAIL BOX
MAIL BOX ASI ,HALT PAVEMENT
�yl 1 / / / / / / / / / / / / / 4
�J \\ CATCH BASIN \\\
RIM=25.71'
24-- \ /6"CMP I / \\�_ O \
/ / / INV=22.66' N
27'' / /' /' / /
/A --__ \ �o INS \INV=22.79 S ti
/ a 1 / / �� y INV=20.82' v r \ ( )
,� \_-26 ��iq� / \__�
`3p i%- i )l 15"RCP
INV=24.2 ' /NI - ` / BILLBOARD
��'�\ h� %� �' INV 36"CMP
J/ / / � �' ��' \ \ / / //// , �'-
/ \ / / 21.00
NLDINE FUNDERGROUS\N
,COMMUNICATION
0SV\\�\NG
ICAL 6 \ \ ME(P
1 S _ --____ I - TOTAL AREA ,
[�D JAMES DAVID HADDOCK
3.14 ACRES DEED BOOK 1776 PAGE 1048
136,911 s4. FT // /� %�5�'��'' i i I �;\\� MAP BOOK 41, PAGE 38
TAX PARCEL #1820012901
(SEE NOTE)
APPROXIMATE / I -------
--- / ZONING: SH—RAM-15
��\
RUN OF STREAM I I / \\
CONCRETE
// // , // / / / / i / ----�' / i i / i � / / i / , / i i ���• � , ,/ .fit. // / i 1 / \ \
23
BLOCK
/x��/ WALL
/ I I /
/I0=29.67;�
_ _ _ , CONCRETE \ ASPHALT PAVEMENT
-STEPS SIDEWALK
\`' ��INV=30:0i 1 0OC4/ C
WALL
NV#2q/2
�39' / /, //
_ \\\ KOI
SIN TIONiLRN -�" I �_M /, \ \ I \\ ` \ \ I / / / / / / / ti6 3p.4T \ I,
-` I %Z( \FFE= \ \ \ POND
-34 �\ I ��/ / --34-_ I I \ ` ` \ \ / / / / , l i / 5
32-1 \i-f,- 1 �I % I \ \ / , / I € EL CTRICOLINE \\\\\
CONC� -T
S I I 33 \ \ \ l , / 1 I / APRON `z , \
„ �� N69' 39' 52"E N69' 39' 52"L,\ \ \ \ \ \ / / / l / / I I I / I e \ /(TYPICAL) \ \ - -
�.32' \24 E�CP I,__ - 34 7.33' 63.98' \ \ \ \ \ \ l , / i / / I I I / �� pECK /„ C �\ / PP \ \ - 26-- ------ -- ---
`� INV=29.67' / / \ \ \ \ / , / y / I ABOVE \ -
�I \ \ \ \ \ \ \ \ I I I I // / I \ \ \ \ \ PP
TRANSFORMEPOOL -STEPS
_ ----
BLOCK
DEC PATIO
/
' \ / N67 00 33"E \ \ \ \ 24"HDPE
284.7UNDRGROUN
N2' 14' 04"W COMMUNICATION LINE\® 67.62'STEPS 11 S8T 33/S1W D INV=24.13' /
/
24.21' I \\ \ \ \ \ \ \ \ \ \ I I l �� ' \ \/ / ' 11YPICAL \ O /
\ 1 \ S8T\06' 't\0"W \ $3.73'\ \ i l/__�� ��\ �� I I I \ / ti�
41\v I /' �/ //-.28-
/ \30 EXISfiING EASEMENT
/ ' \ (MAP CABINEY\ 27, PA�E 45)
\ POIN''T OF
BEGINNING
N N
� SEE "INSET #1" / �
JASON & CYNTHIA SIMMONS
DEED BOOK 1643, PAGE 793 I
UTILITY LOCATION STATEMENT \ \ ABOVE / MAP BOOK 27, PAGE 45
� _ I
SUBSURFACE UTILITIES SHOWN HEREON ARE BASED ON NC ONE CALL (811) LOCATION 0131
— ZONING: TAX PARCEL #1820#1820
MARKS AND EXISTING DRAWINGS PROVIDED FOR THIS PROJECT. COASTAL GEOMATICS,
PLLC AND ITS EMPLOYEES MAKE NO GUARANTEE OR REPRESENTATION THAT THE JO ANN & JEFFERY SIMMONS I
UNDERGROUND UTILITIES SHOWN COMPRISE ALL OF SUCH UTILITIES IN THE AREA, EITHER DEED BOOK 3906, PAGE 299 \
IN SERVICE OR ABANDONED, AND DOES NOT CERTIFY THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION AS SHOWN HEREON. UTILITY LINES ARE SHOWN AS TAX PARCEL #18200130
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE AT THE TIME OF THIS SURVEY. ZONING: SH-B2
JAY & MARY HOUSTON
DEED BOOK 1454, PAGE 553
MAP BOOK 24, PAGE 146
TAX PARCEL #1820012302
ZONING: SH—RAM-15
SCALE: 1" 3 '
0 15 3 60 90
LOCATION PRIOR TO ANY EXCAVATION ON THIS SITE.
LEGEND
I
LABEL
SYM. '
DESCRIPTION '
IPF/IRF
0
IRON PIPE /ROD FOUND
IRS
O
1/2" REBAR SET
MNF
A
MAG NAIL FOUND
PKF
A
P.K. NAIL FOUND
MNS
0
MAG NAIL SET
CMF
■
CONC. MON. FOUND
NCGS
®
GEODETIC MONUMENT
RSPK
®
RAILROAD SPIKE
CSPK
®
COTTON SPIKE
PNS
X
POINT NOT SET
TBM
ii�
TEMPORARY BENCHMARK
FFE
FINISHED FLOOR ELEV.
CAN
®
CABLE N PEDESTAL
TPED
I III
TELEPHONE PEDESTAL
TMH
O
TELEPHONE MANHOLE
FOP
FIBER OPTIC POST
FOB
-
FIBER OPTIC BOX
ICV
OO
IRRIGATION VALVE
-PP1
O
1 POWER POLE
LEGEND
LABEL
SYM.
DESCRIPTION
EB
®
ELECTRIC BOX
PMH
®
POWER MANHOLE
LP
LIGHT POLE
TSP
O
TRAFFIC SIGNAL POLE
TSB
TS
TRAFFIC SIGNAL BOX
SMH
OO
SEWER MANHOLE
SCO
©
SEWER CLEANOUT
SV
SEWER VALVE
RPZ
pd
REDUCED PRESSURE ZONE
FH
Al
FIRE HYDRANT
WM
®
WATER METER
SWMH
®
STORMWATER MANHOLE
SHWT
SEASONAL HW TABLE
GS
I x23.5
SPOT ELEVATION
GUY
GUY WIRE
INV.
INVERT OF PIPE
OHE
OVERHEAD ELECTRIC
LSA
LANDSCAPED AREA
R/W
RIGHT OF WAY
Revisions
V
"IT
N
CD
E
00 00 0
N N 0
U U U
Z Z ++
Qj N E
0
0 0
0
C-C
�Cn o
0 0
c"-n 3
x
0 Z
0 m
CD
N O
I o i
O "-
0
O
� N �
0
Q 0
•� c
C_
� C7
a
(n00
C�t
N N
U N
J I
E
Date: 12-13-2022
Scale: 1 "=30'
Drawn By: CDS/DML
Checked By: DML
TOWNSHIP: LOCKWOOD FOLLY
COUNTY: BRUNSWICK
SHEET 4 OF 44
A LTA
7n77 Tlii. .hall n-t ha in x 1i 1' -, in nart xx'ithnnt
DPO lr7rT NIn ` 011-` 0

m _--- v _-37---�/ -----_ - — — _ — —----1�R�P- --- _---�� I r �� - 34
I c- =39- --� I � - \ INVERT �- -s � �� �- ---
AN
HWAY\EDGE U I,�/cS1'� o \`— ---------__---_ -7 I — — ---- _ _
ASPH` Z WE —_ — --� - ---
ALT_> 55 MPH ���NZ1 SHALL-0-
D --— _ 7-—----POSTEED R IMRTAL ROAD TE B YPA\ SM
_ - - - - -
— — — — \ m _ V— O
==-OHE ` �, ---___ =GE --HIGHWAY W - SH-ALLOTTE BYPASS ----------------- w
_----------------�- _
_ _ _ —� E� o / _ _ — — — — — — — _ — — US HIGHWAY 17 — PRINCIPAL ARTERIAL ROAD \ — — -
OHE _ _
_
OHE —OHE—oHE I _ — _ _\\ \ E OHE _ / / —39 _ _55 MPH POST ED SPEED LIMIT
\ ASPHALT / -
- OHE �\ \ �\ _ \ OH OH—' — \ _ - \ DRIVE
OHE -- — —
� 39 1------ \ \ _ __----w ---^---------
— _ I I fl�QIIE El fE� —------^--- ----__------� ----- -----------------__\ ------------�^------------------ -37'�
off \ / // /------------- �_��_�"--------- --- — ----_ ----- ___—------------ _ 1S�/
F0 F° m / / ,' // -49P fM-36"'fRU�I - _ 574" - - - - - - - — - S�-�,� - - - - - � - �.�-s- s_ \ s,� — �— - s- �5
° FO `i- F :=22-.V- -- -----_ ---- �s ---- --�►_ ----_ _ _r_-----"-_i �"===i���-�_i--- i----r--`\
- - ---- - -- - -- _ _7
j�---- -�\-- —30— --- f- - - - - - - -
_ —-------�--- — — --- — —�\\\
OHE—
/ FO— S� 1 --- WIN ---------- — — —�— —��—F —-----�- _�
DH
f9P FO /3P / TR K LINE -OHE
�ATERLINE - .v .� ` �- -��' -- -- -- / �--- � \OHE
/
/ Rl
_ _
40 /--- / / /
/ // i �� ��/� 35— / / / / / / .v .v \11 4V \11 w /
111/%/,��i-l--- / I I / // v. v.v •v •v -- ----/ ��/ // l
o y / 1�
/
/ J
�cb ,i� / — / /' / / 111 111/ % \\ I 1 I .v 1v .v
/ /1 L / / / / / / /l l //� �� \ \ \ \ I \\ \ \ .v .v� .v I .v .v .v .v .v // /.✓ ��/ / / _00135
, 33
\ \ \ \ \ \ 1
1 1 \ \ \ \ \\ .v I .v' /ram jI(TBR)�
\ \ \ ASPHALT
\ \ DRIVE /� \ \ I \ 7-- Ja
-
\ I I `\// I
�9cb
1 / \
DEMOLITION NOTES
00
J
ro
Q
N M
O r-
zt
o
0
c?
M
CO
O co
O
U
N
o
U
,. i I I I
I •i.....;
•
�.
•
Iry
Lu
•
i'�,��
•
•
•.
Cc
7:7-11
(TBR)
— / o
21 I \
0
12.
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS BASED
UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
1.
ALL DEMOLITION SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE CURRENT
VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS AND ARE SPECULATIVE IN
REGULATIONS OF THE PROJECT SITES LOCAL, COUNTY AND STATE JURISDICTION.
NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE
IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE NO ABOVE GROUND EVIDENCE WAS
2.
ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
OBSERVED. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. THE EXACT
TO COMMENCING DEMOLITION.
LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. PRIOR TO THE START OF ANY
3.
FEATURES TO BE RELOCATED SHALL BE CAREFULLY REMOVED AND STORED BY THE
DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE
CONTRACTOR UNTIL SUCH TIME AS THEY CAN BE PLACED IN THEIR NEW LOCATION. THE
LOCATIONS OF EXISTING UTILITIES.
CONTRACTOR SHALL VERIFY THESE ITEMS WITH THE OWNER, PRIOR TO CONSTRUCTION.
13.
ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE
4.
ALL ITEMS WHICH REQUIRE VERIFICATION BETWEEN THE CONTRACTOR AND THE OWNER
EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY
SHALL BE DONE IN WRITING BY THE CONTRACTOR PRIOR TO BIDDING AS A METHOD OF BID
EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES.
CLARIFICATION.
GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL
SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES
5.
THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT, PHASE 1 ESA, AND
DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER
HAZARDOUS MATERIALS REPORT FOR THIS SITE AND CLEARLY REPORT PROPOSED
BUILDING.
CONSTRUCTION METHODOLOGIES TO THE OWNER PRIOR TO BIDDING. THE CONTRACTOR MUST
ALSO COMPLY WITH THE RECCOMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT.
14.
ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING
TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY
6.
THE CONTRACTOR MUST ADHERE BY ALL SAFETY REGULATIONS.
COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION
WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY
7.
THE CONTRACTOR SHALL SECURE A CONSTRUCTION/DEMOLITION PERMIT PRIOR TO ANY
SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE
WORK ON -SITE OR PUBLIC OPEN SPACE.
ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. THE RELOCATION OF THE POWER POLES
AND POWER FACILITY WILL BE PROCESSED UNDER SEPARATE PLAN/PERMIT AND SHALL
8.
THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A
MEET ALL ASSOCIATED STANDARDS AND REGULATIONS.
LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS,
FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, TREES,
15.
CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,
LANDSCAPE MATERIAL, FENCING, BOLLARDS, ETC., SUCH THAT THE IMPROVEMENTS SHOWN
ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS
ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL
APPROVED BY THE ROYAL FARMS CONSTRUCTION MANAGER.
BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED
FILL MATERIAL PER THE SPECIFICATIONS.
16.
CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL
TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
9.
THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS AND DEMOLISHED MATERIALS
FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS
17.
THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE
RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE
PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK
10.
THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE
AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR
REMOVALATION THESHALL
E OVUTILITYAND/OR UTILITIES.WITH
ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS DURING CONSTRUCTION.
IOF
COMPANYO WORK WHICH MAYBE PORDINATED Y THE
ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF
UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY
THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED.
COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES
AND CHARGES.
18.
DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S
EXPENSE.
11.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES
TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.
=.=.=.Lu
�w�� • .•
�'��► ��.
. •
•
DEMOLITION LEGEND
DENOTES
GRAVEL TO BE REMOVED
® DENOTES
PAVEMENT TO BE REMOVED
DENOTES
WETLANDS TO BE REMOVED
DENOTES
BUILDING TO BE REMOVED
DENOTES
WALL SECTION TO BE REMOVED
(TBR) DENOTES
TO BE REMOVED
(TBRel) DENOTES
TO BE RELOCATED
(( DENOTES
STORM SEWER PIPE TO BE REMOVED
IeN�k�eleloN�ek�lek DENOTES
FENCE TO BE REMOVED
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
COUNTY PROJECT NUMBER I
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE H: 1 "=30'
V: N/A
JOB No. 100534-01-001
_0 I DATE : FEBRUARY 2024
FILE No. 100534-D-C P-001
SHEET 5 OF44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (EN G)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\005-100534-D-CP-001-EXC.dwg

o- - — — — — — — — — - — — — \ — — — — - - —
m 0 - \\\ 18"RCP -
- \\ INVERT - � ?�
OCEgOrnvD _-_____—____�� O
W �
�H q Y WE o & \\\ — — �
EDGE ASPHALT _%� _ HI 55 MPH P AL SHALL L
_ _ 0 TTE B YP — _r _ \\
OS EED RTERIgL RC A ^ i — _ _ _ _ PROP. STOP w
LI MST AD J `O \ 175.00' RIGHT TURN LANE STORAGE
- - \ m � �'� OCEA - TAPER _SOLI-D WHITE L1NE� /w t�� SIGN w
— off _oyE— J_ N H I HIGHWAY Y W SH ALLO TTE B YP A LANE SHED WHITE LIN1= ROAD STRIPING 'w PROP. NCDOT
OUE-US H HGI WAY 17 - PRINCIPAL 1�0�D STRIPING
E- OHE- OHE- - -o W SOTEEL CULVERT (FROM TIP PROJECTD `_ — EED LIMIT STOP BAR
OHE - 1 0 \ x /
_ OHE� OHE m 6'R °' / R-5837, DATED AUGUST 23, 2022) w
— - OH '�\ CD
o [33.9863GHE z
_ " CURRENT PROPOSED LOCATION OF 66" J �� 73]
O __ o" TOP FM 36 TRUNK LINE w \\\ 33 s s = �Fo��� - - - - WELDED STEEL CULVERT (FROM TIP PROJECT �—W-s — �-w 0
s i PR F\ Fo W TOP FM 36" TRUNK LINE _ - - _ _ EI-EV=25.74' R-5837, DATED AUGUST 23,w022) w w �s �s s _W s s s s
_ -W
- o ELEV=22.83' __ 1 1-1
-'� _
=\ \ FO- FO 1 - OHE O 1 1- 7� _ 1 J' PROP. FM
\ _ F° H 1 1 5 1\
FO OHE- OHE REE 'A�-1 _ o '�- - AIR PAY YACUUM�o _Fo - �^ __ PROP. RF � Fo-
o Fo— 3X3 - __-� IGNAGE 115'R \ O7 =�
( _ SPILL CURB Fo
S s TOP WATERLINE °i \ _ °— F° oNE
W / \\ - 25 R -�
_ss ss��-s-_ =sue _ _ _ _ ELEV=22.66' o SPI �,,.� RB CD o
I /
�,
5' 9.00 `V 6 9.00 �' 5'R 85'R / - �- \L\ 851R , - - ® o
3 TOP FM 36" TRUNK LINE SPILL CURB
R-------------------------�
5 o
ELEV=22.67' TRANSITION CU B - o
EMERGENCY TO NCDOT Y' 6" o
w o TOPE WATERLINE -
/ T X. w o SHUT OFF o `� �+ oNE
CONCRETE CUB
EV 24.12 213 ATERLIN � - /�,' & GUTT R � �\ RIPRAP / � ,,,,,,
ELEV
•
o TOP EX. w� 115'R TRANSFORMER
/ ��� WATERLINE w / _
L-�--� c� � =23.96 PROP.. FUE _ SALES _1 AND ` ` � � � J �
w / C7 r �, r n N
/ =`"Q ELEV=24.33 0 �o-l--- i----I�7 STAR! &k tM �►IOPY !go-;----I----;�,; � � \�` � 1 � � � � � N
�, 30. 0 1 !�! Ir"i ICI it l W , ao
i� J 4,57 S.F. i �� 0 >
Q -w / oo 1 1 1 in -� o 0 i N ;rr� err; �r 'ram' 'rj ;r�r
' w 5,R o-I----;�� 163144' -;�� ;To-;---+---Y T; 58' CONDUIT ECTRICAL , w Q \ ER / -o T '1 - T -- r r _ o © F I �1PVC FOR 'EC T `\�� ' E
U U
/ �o ' "'i 1 1 "' F' `L�° B CO �BtWil) W PROVIDER i �j ,c° CO o 0
Z / �� w METE .o , 1 PROVIDE RODENT N o I p`L ��� / I � o
_ iRnl 10
n�cf: , \ I ® 1 I c� U ai � ca E
o �s (�� 1 ° V pQ E °� E 3
J� PROP. 18" STM. I ROOF DRAIN OUTFACE b Q� �� S 1 I 11 I i i m o `i
w
PROP. 15 STM.
/� / � �/ — - �� �� 6�Q• PROP 11 0 �•�i12 13 �•I 4 i11 I i Q
T 2 PVC CONDUIT FOR 1
8•00' S Z W DATA/COMMUNICATIONS TO BE
PROP. NCDOT PROVIDE' ENT o a > < • Z COORDINATED W/ PROVIDER
Q 35'R STOP BAR CONTROL VICE Al 0 o a o ¢ PROPWED FUT 14E PAD SITE I LL
�5 [33.9855, ROOF DR�1N OUTFAL 5 a 9 0 �i N 14 0 ® ® ®° < ' 114 / � ~ I 1 ASSU ED 80% IMPERVIOUS I 1 1 U
;h� PROP. STOP g ,5 R 1 APRROXIM TE ARE k 41 140 SF
ITE LIN S�pRPG�
AD STRIPI RN LPN
I
1p0•
/ROAD,,,_ NG
N / - D2FP�
\ PROP. 4'
SHOULDER
1\ \gill
\ \ DRIVE
\
78.36361 SIGN G�� / ,� £ o ,- , - I T rp Tw T L T ,- -, ,� N 1 I
PROP. 18 ------_--_--_. • ~ W I ' 1 i >_ DC
S - 0 1
/ i `•'' i30.00' 20. ® I 1 m 11 I Q O
50 R / 9 20.00' ;• E 1 E �, E �; >
PROP. R10-7 ; g \ A30.00 0 0 I 1KA
�1 35 RSIGN cry S2 9 �`�'°� ai '� ROYAL FARMS rn i¢� 11 ?� 1 i I J ZD
�SR 67.5 RIP �`00 7 !� TYPE LEAN CON (RIGHT) ]_ � o I
/ _ 1 1 _ Ov
/ / --D-- - 7.73' 58 PARKING SPACES (3 HC) 7.83 0&0 8
WM POND "I w �`�qiy 4,710 S.F. .' 20.00 CIS o 1 1 U
c , a N `. F.F.=33.75 •' 1 POP. 6"
A 1 - a' _
i o �` !y i� o+ 1 , J Q
70 R 85�R ; TALL MALL a a - ----;. N PROPANE - _�� C SDR 35 '1 1 i — z LU Z
c / ERMACENT OOL '. G SERVICE T I I QZD
__ ___
�5' S 2E Op S" / 2B1 •-- - CO 12" POND OUTLET i `� J O
3Q. � � PROP. RFC - 394.45 - i � m
0 PROP. 6 PVC SDR-35 1-YR WSEL = 23.94 = 1 I
57,E O 06
SIGNAGE/ S 26 w w CO CO CO 3D 10-YR WSEL = 24.89 1 `�- i W T_
RIPRAP �2'p O SWM POND B 100-YR WSEL = 25.86 1 -� i J r wi
INSTALL SMALL EMERGENCY 1 1 z (n 00
0 PROP. CONC. OU 2 PROP. 48" STM. @ 0.22% ��
7j O O3 PERMANENT POOL SPILLWAY o ��
1-YR WSEL = 24.65 FT � PROP. 1,500 GAL. �/
DUMPSTER PAD Y w P 15" STM.
10-YR WSEL = 27.42 0'GREASE INTERCEPTOR PROP. GRINDERQI,--//100-YR WSEL = 30.45 PROP. 72" PUMP PROP. 15iC%)--------------------------------------------------------- 2A --- --- --------------- --- ---
12A
- - - -----------------------------
1 STM. ® 0.5%------------ 3A z
--------------------------- -
RIw = 36 1 - Lu LO
RIPRAP w
1 1 Lu
O
J
— — — — — — — — — — — — — -- --- -- 1 1co
U-
O
z
FORCE MAIN CONNECTION TO EX. SANITARY o
MAIN STREET TAPER AND STORAGE
� X
ITE LIN
1
�ORPOF`/
AD STRIPI
ASKED WHI
j PiAD NG
/
QROt
PROP. 4'
SHOULDER
-
DRIVE
PROP
�1 SIGN
LLJ
O
Im
Q
1�r S w
w
w
Z
J
U
CQ
G
PSS
LLJ
S\A1'�'� RAP°
IM
w
PN � V�SrN\G" 55 MPS
\j��
w
i
_j w /
Q / i 54----
-�
S/ FO 1 ST
NOR1H BOUND � � /
�S�S
i/i
s
-[33.9863 1 S—S::�i-1
78.3613 s� �� _ _ ova - x
Vill_ HE
CONNECT TO
EX. 1.5" SAN. +
of / vs°
RIw
i
LEGEND
NUMBER OF PARKING SPACES
DENOTES HANDICAP PARKING SPACE
(* DENOTES VAN ACCESSIBLE SPACE)
HIC
DENOTES HANDICAP SPACE SIGNAGE
DENOTES FIRE LANE
DENOTES PROP. PAVEMENT MILL/OVERLAY
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
= COUNTY PROJECT NUMBER
o-
0
z
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE H: 1 "=30'
V: N/A
JOB No. 100534-01-001
120
DATE : FEBRUARY 2024
FILE No. 100534-D-CP-001
SHEET 6 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\006-1 00534-D-CP-001 -DIM.dwg

r - - J \ 3 _F -37-§9 - . 63 - 9 -I-37.
- ---- +f2- - 30- - 4-�7.3"r- _I t7-74 -� 21
-m v5� --/ -37-_ /------------- ------------- \--1RLP- ---- -��34-
-C
I ---39- - +37.62 ( - ------ \\ INVERT �=7�5 ti y=s5 ---- - - 35- 6rND-
_ _
\` WA \��7.2�\----3635Y WEST _ o___ -- ---
111 _ Hq +�-?77 _3 _ p'------------
55 MPH POS AL S LL _-__- - �s4 _ 7--®__.-----------\��------------- _ - - --- W ---
ED E A TERIAL OTTE B ��\ ---- - - ?f#9 - ----------- - \\ - +�fi63--------- g-
_ T ED R EMI T ROAD YPq SS W� - - - - - -+ - -
�- - 38- co- - +332� - - --- \\ ----- W 82 �-
= _ _ 3 --40_ -----_=EEWHIHIGH AY-ll�-- SHALLOT \\ --------- - 70
__ ___ / 4. .2 I E BYPAS _---------_�--------------- 51
- - - °�� - - - - - - - - - - - FJ US HIGHWAY 17 -PRINCIPAL ARTERIAL ROAD \\ 38Ex 38Ex + 38.45 .46
3g _ _ -55 MPH POSTED SPEED LIMIT 63 - -
E- oHE- alE (II _ �\ \ \ -9 OkiE 39 8$ / -39-24 I-39.34-_ a - - - - _ - - -
OHE-OLE �\\\\\ i \ o �, `39.46 ----// -\ +-39-40 -_ ' , +38. /Z - --
_ r' 39 / / / - - - - - - - - - - - - - �� 39 - - - / ' - - 3 �r- 38Ex 64 �\ 38EX 48 W/ 38 39 _ 3g 38 27 �s.l� , ' 85,
E11 ; El �oH4 4 5 39.4�/�� _------------_, y--------- --_ --- - - - - ------ _ ----- 38 __-------- _ ---- -- \ -3�'/
�0.46 40.41 \ / / // ---- _- - �OPfM�6- N�- ---_ _ ----- - - - _
�- TRUNfC-EI --- --- - ----- -- _ _ - - ---- - -- ----_-
-II 4-\ /�/ // 11 F0 F° W / i // -�P Fkl-36''LTRLI 7K _ 1 _- - FI.�Y 574" - - s�`W_�`-_ - - - - -� s -� 0 W --
7iep�`j - C�'2� -_-i-------=-- - ---- --- - _�-- _ _ -_ - - 1 _ `� - L------r -\ \ 4 �! �/� / 15" _
1\ / +40.11 �� 40.05��//-o-Fi� -1�� --- �- - - 30---- _ --
ll/ °-- OHE� ------ 1 --- - -�- --*--_ - - -- _ - �3--_ _ ------------� \\
Y�-OFIE F -1 T- --� __---- FO -� --- ----- \-��F \ �i -LEG-
32 y
'WATER[
S S 45T rn ^ 58
/ / //� / ((( / / 27-- _ - - - - / _ oo N + N `�' _ Li�7L +.N-
i - - - _ _ _ - ®Ik' 27. \ + 30.33-
�!
l l l / / / / / / 7 / - _J 2S 8.79 E 3 - + 50 M - �� / � 5� 1� _ E 60 i
J // /40.42 \ \ / �/ / /9� Ft(A �� / NK LINE ( - p �°� 51 _ 5 ----- --=---^----------------- _ - _ -- _ -°Te� 30 2� 2. 7 - \ 75
/ // / _ ^� 34Tc w 34_ , - _ - I \
-22.67 1 N - _ -' 9- - �- �a -� - _ _ / - �- �., 9TC \ 2 C L ; s4�
�NATERLINE 1 23 / / _�.� ! -" - T - - / / \ ° - 8TC \ 2-
/ 41/3/ / To
G 2 - \ / RIPRAP 1 \ 1 2-<29 379
-- / e e / __ __� 26.64 +.26. v T TC1 `� J
ITERL NE _ - - - - 29 99 45 ,, . •,__ , / /'PRQ�.I SALE��kN� '� �.r33- `/°a ° a x _ - ` n
3 1 C�-; - =ice r�-- ---��; • a . 34 c _ \ \ �� - ti - ` v
+� I / / S'�A >3R1-i�IOPY 2``�.' 2q p� © - i 1 01 1 \ $� \8. 7 o
/ \ r\
0.34 J / \ _ i u 4, / U S.F. ' r '� ; u ov / ` / /% \� i 1 /� • \ :� C (�D Q
/ +342a ice'/ �r /� / r�// �r I �� �r 1 s r�� // / 1 i \ I1 �,m � CV M o
111
co
WAT� 33�' 33 i o� �° ° �° / °I° \� 11 /� \ \ ' 1 \ o o 0
- 4o.s + 35.7 METE .o� / / ; PROVIDE RODENT / I 33 `1' p`1-`L - �1 1 \ < 28.03 \ U c Y � o ?
i 9 T ���/'� I ° ° i 1 ! + 26.53 Cz- �_' ° T 0.14\ \ \ 3 �/ / T CON , ROL DE irr A ° / m 1 (1 0 E
+I38.15 / 1 6 6 I ° ° ° ®• \ + 27.88 I T U
/ / O.P� i c�i o 61 ° / I E °' E 3
41.61 1 02 \ \ + 35.7 I / s/ / �2foP / PROP. 18" STM. 3 p ROOF DRAIN OUTFALL N - `3 • ° r S 1 1 1 1 I 3 0 o x 0
+ 8.29 I / / 3 C " 95r-u 95 ° ° a �• / Q �`� 1 / + 26.29+ A6.20 1 2 I 1 m r u- 0- LL -
4 / / + / �/ 5 °/ / / / B 329' PROP. 15 TM.32- p .3 �O �� 1 \ 8 11
// 7�` 3 .80 // 1 0.92 / / / 1 3, / g / - Q�OP 1 HP ��zl 12 / HP 13 ��A ° ° Q 1 1
/+ 3 �37 /'1'�8. / // /j am / / / 48 of - - �Ip / of 1k Q
33-6 LP 05 c 1- �r -61 \ ( cN
�_/JROV EI�%T/ / 3Tc P 1 ° s a \ a� i aQ 1 I + �FND
\
/ / - - - / / _ _ - - 32TC '� < , I ® ` . °� ° 1� p 1 PROP(E TUTU SITE \ i Q
�/ / / / / / 2ONOU VICE/AT / 14 vv
° a 1 �/ �� AS ED 80% MPERVIOUS , 2
/ / � / � - ROOF Df��l OUfFAL a 1 0 �< • ` 8 U
l j 4'(.22 - - '
/ / / / / / / , �/ � � _ / / � � I i / a 3 45-- 1 °�--- - --- - -�------- -- - --- �--- � i/' � "��3%' o � 1 A P R X I M TE AREA � 41,140 S.F. � \ i /'
Q // O, y '� /� / / - // / - i 32oP - - - ; ;� �- `�" - - V - - - T /� /i a a o r� 33Tc/LP 3 3 TC ~ w ' 1 11 + \ I
41Ex.c // I / / 1 i' / "'� 320°° ° a'I a°< `a�1� /i/ ., I \\ i Q
3
Ae
/ + 4i�6j / / /4,�EP ( / / j Tc PNI
1 9 .\ / ° °a 3;• , 33 /i / / / 1 E - 2� / /1
/ 4v�
rc o �.�� ° ° �RO�FAL FAR# / .I� _ / / 1 + 26.s 1+ 26.82
40 r \.� 3, \\ \ I 9 `�\'p i TYP 'LEAN- Pd�/DIiT / •,r 1 �ao - o \ \ / / \ / 1 m 1� + 26.81 // /� / /-� O
.24 / X. 3 . 0 \ / \ \ 38 ( e �p .. �� /Y -- - .I� 0 1 + 26.50 + 26.70 + 26. I ( I I U
71 / / _ _ G 7 / _ �T 1 ,gyp �PARKI�IIG'BP�AG'ES ('3 HC .+ a o 0 8 1 iF 26.4826.58 \
/ ti • / / �/ •r - �- alp 1 \ I I 1 U
// // i A ON o �9. ` / / F.F =35.75 •! /� y- - - - - - - - �+ 2 - - - - - - - - - i i z z
���' , -Ill / , �� 2 0 1 \3 - -°- 7 //// // / //75 a< 25 z w C/0
_ ! i J
/ X, /�6 / / \ STM' 1 \�gT 0 3 T Tc 33 . 3 so'\ 4 / /_J/ / a G 33L < •L3r ° < 33�' 100 3 24 ° i 1 I Q U �
34 �% FJ" i I 1 ° • 7 3 + 26.59 + 26.41 \ j J
12 POND OUTLET \II \-
<. W � -- - / / / 27.73 1-YR WSEL=�3.941 1 \ I � (� � O m
EX� 37- � 1 25 w ° �
3 3230 28Nv �2, 3340 33Lo 3D $ 10-YR WSEL = V4.8-9126.84 "' 1 40 \ II z Lu r
SWM POND B 100-YR WSEL = R5.861 I r
ji / 2� O I / 30� \ �� 28 / 3 10 2 ,•..ERMANENTINSTALL MALL P00 + 27.6 ESPILLWA�Y 11 +2 50 �1� l Q C� CO
1 18 ��' �<� �\ 1 //I � - - = 4. � O 260 + o .s I _ � � N
1 34� �� 33 + - _
\ 2D �- -- 1�00-YR W _
oV5 / =--- - - - - 23 - �� - - -- PRO . 72"---------- l / / / \ - - 26- 6IN - - - - - - - I r
_ 2 47 '• +STM. @ 0.5% f-------------------��----1----- ----- 3A ------ - 25�--� ---- Z _ j
\ \ DRIVE / / l- I / -- �^--� /1 = 3B r------- LO
RWRAP w
\ 4:1 CD
cb
3N.54
'k33.58\\ -- -------(�--- \�--- \�-- \�-- \ I I I I I ; \\ \ \ \ I / /�" � �' I / /� /'\ I 1 \_" 1 `O _
U) L-L
O
z
O
RIPRAP AND PROPOSED CHANNEL
MAIN STREET TAPER AND STORAGE 1 "=10' COUNTY PROJECT NUMBER
Ir
3A.. 'SUE,
33.59
33.22
/,;11 /// / 8-517
jv
.20
36. / 8
. �X.
/ o :3g���
39EX_a
E-EX 3 34V 3
r
- 0 42
281NV
`I j4'�.22
41EX.
++NO / / / 4 P l /
1 \ /386 , \1 �9TC
3855
. �QL7
n
\
2D
\ O /
28 `
v
2Pi I /
' 25 /
1 / � I I � _ PROP. 72"23 ---- 1- 21 I
-------------------J--------------------------
21NV N� N� // I I STM . �i 9.5%
A 1 /
RI\FRAP i I
LEGEND
NUMBER OF PARKING SPACES
* DENOTES HANDICAP PARKING SPACE
(* DENOTES VAN ACCESSIBLE SPACE)
HC� DENOTES HANDICAP SPACE SIGNAGE
DENOTES FIRE LANE
DENOTES PROP. PAVEMENT MILL/OVERLAY
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE H: 1 "=30'
V: N/A
JOB No. 100534-01-001
120
DATE : FEBRUARY 2024
FI LE N o. 100534-D-C P-001
SHEET 7 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\007-1 00534-D-CP-001 -GRD.dwg

PLAN VIEW EXHIBIT
1 "=30'
M.
GHE TOP FM 36" TRUNK LINE
TOP FM 36" TRUNK LINE ELEV=25.74' s�
FO— F�-lp"� HE ELEV=22.83'
O
1 1
_ FO OH
y \ _ FO JHE— OHE s 0
5��1 1 ,L
_ _
�r F0�— FO FO — FO
s TOP WATERLINE °HE
s S— "S _ — _ ELEV=22.66' w
�s _
O
TOP FM 36" TRUNK LINE
w---
ELEV=22.67' 11
TOP WATERLINE X.
ELEV=24.12' G ATERLIN w II
TOP EX. w/ EL
WATERLINE =23.96 PROPLFUI#W SACMPJS4AND
ELEV=24.33 / go-;--- I -- -0� 1 STAR'V IS.
OPY L � 4,F. E � i
-0� , , go-, �-- ,-0_j , ? �o-i—
WATER
�w METER
/ 1 T T T I T T
10
A11 ' ' i 12
I
O yr a Lila ®v<
°
ROYAL FARMS
TYPE LEAN -CON (RIGHT)
--- a �- 58 PARKING SPACES (3 HC)
SWM POND "' �` �a ° 4,710 S.F. a
Pv
A1 `� ° °•a ` a- F.F.=33.75 a°
w
3 Y °
2B1 • - - -
�` w • w
2B
�2C O
O
10+00
11 +00
WATERLINE
12+00
s
13+00
;l�:1.AluOMlei.YNAND
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
•
22
J O
Q N
=3 N
O
C� C
ID
J
m
C
CO
N
C
M
Q
o
i
C?
cn12
d
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O
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N
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C O U
Cz U
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C
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ai
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m
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m r IL
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Q
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J
IZ
Q
Q O
z
z
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W = U
J
z U
O z Lu �
�av �
�oa_-0u
W
z H T
T
J (/) 00
112� N
W
T
Lo
44__ LLI
Lu
� O
O Q
F_
C _
) L.L
O
z
O
F—
COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=50'
V: 1 "=5'
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534- Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\008-100534-D-CP-001-WLP.dwg
SHEET 8 OF44

SANITARY SEWER LATERAL -
GREASE INTERCEPTOR
10+00 11+00 12+00
SANITARY SEWER LATERAL
•
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DATE
DESCRIPTION
CVF
SMC
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DESIGN
DRAWN
CHKD
SCALE
H: 1 "=50'
V: 1 "=5'
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
10+00
11 +00
12+00
13+00
14+00
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\009-1 00534-D-CP-001 -SSP.dwg
15+00
16+00
17+00
18+00
19+00
20+00
SHEET 9 OF44

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PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
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DRAWN
CHKD
SCALE H: 1 "=40'
V: N/A
JOB No. 100534-01-001
160
DATE : FEBRUARY 2024
FILE No. 100534-D-CP-001
SHEET 10 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\010-011-100534-D-CP-001-DDM.dwg

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02/22/24 1 ISSUED TO CLIENT
1 DATE I DESCRIPTION 1
CVF SMC CVF
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SCALE H: 1 "=200'
V: N/A
JOB No. 100534-01-001
1 DATE : FEBRUARY 2024 1
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\010-011-100534-D-CP-001-DDM.dwg
FILE No. 100534-D-CP-001
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PLAN STATUS
02/22/24 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=50'
V: 1 "=5'
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
SHEET
12 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\012-013-100534-D-CP-001-SDP.dwg

STORM SEWER COMPUTATIONS FORA 10-YR
STORM
EVENT
Structure
Drainage Area
(acre)
Runoff
Coef.
CA
Tc
(min.)
I
(inlhr)
Q
(cfs)
Slope (%)
From Invert
Out
To Invert
In
From
Top
To
Top
Structure
Depth
(ft)
From
Minimum
Depth
(ft)
From
n
Diameter
Velocity
Length
Flow
Capacity
q/Q
From
To
Incr.
Accum.
Incr.
Accum.
(min)
(actual)
(in)
)
Full Flow
FPS
Prop. Q
(fps)
ft
O
Time
(min.)
(cfs )
(%)
5.41
3.52
5
4
0.40
2.03
0.71
0.28
0.94
5.00
9.43
8.83
0.00
0.22
21.556
21.290
25.56
28.50
4.00
6.50
0.013
48
118.63
0.56
67.98
12.98%
4
3
0.00
2.03
0.00
0.00
0.94
5.56
9.24
8.65
0.00
0.22
21.290
21.050
28.50
28.00
7.21
6.50
0.013
48
5.41
3.67
107.34
0.49
67.98
12.72%
3
2
0.00
2.37
0.00
0.00
1.12
6.05
9.05
10.13
0.00
0.22
21.050
20.600
28.00
30.50
6.95
6.50
0.013
48
5.41
3.81
200.71
0.88
67.98
14.91
2
1
0.00
81.24
0.00
0.00
30.65
45.61
3.77
115.64
0.07
0.50
20.600
20.540
30.50
26.54
9.90
8.50
0.013
72
10.59
9.86
12.09
0.02
299.47
38.61
2F
2E
0.56
0.56
0.38
0.21
0.21
10.00
7.54
1.60
0.06
0.50
28.420
28.170
29.86
34.00
1.44
3.75
0.013
15
3.72
2.99
50.00
0.28
4.57
35.13%
2E
2D
0.00
0.56
0.00
0.00
0.21
10.28
7.49
1.59
0.06
0.50
28.070
27.662
34.00
34.00
5.93
3.75
0.013
15
3.72
2.97
81.51
0.46
4.57
34.91%
2D
2C
0.00
0.56
0.00
0.00
0.21
10.74
7.37
1.57
0.06
4.15
27.562
25.485
34.00
33.00
6.44
3.75
0.013
15
10.73
6.05
50.00
0.14
13.17
11.92%
FUT. RT 17 CULVERT
2G
75.20
77.23
0.37
27.82
28.76
44.10
3.86
110.98
0.11
0.30
22.25
21.33
27.75
26.83
5.50
8.00
0.013
66
7.74
8.09
308.03
0.63
183.93
60.34%
2G
2
1.64
78.87
0.47
0.77
29.53
44.73
3.82
112.84
0.07
0.30
21.23
20.60
27.23
30.50
6.00
8.50
0.013
72
8.20
8.11
208.51
0.43
231.96
48.65%
36
3A
0.34
0.34
0.54
0.18
0.18
5.00
9.43
1.73
0.07
1.45
24.13
21.86
25.38
26.80
1.25
3.75
0.013
15
6.34
3.75
156.89
0.70
7.78
22.27%
3A
3
0.00
0.34
0.00
0.00
0.18
5.70
9.20
1.69
0.07
2.00
21.76
21.15
26.80
28.00
5.04
3.75
0.013
15
7.44
5.25
30.34
0.10
9.14
18.50%
7
6
1.63
1.63
0.40
0.65
0.65
10.00
7.54
4.92
0.22
4.37
25.50
21.68
27.00
23.18
1.50
4.00
0.013
18
12.43
7.39
87.49
0.20
21.96
22.39%
14
13
0.19
0.19
0.90
0.17
0.17
5.00
9.43
1.61
0.20
0.50
29.90
29.64
33.07
32.61
3.17
3.50
0.013
12
3.21
2.26
53.67
0.40
2.52
64.01
13
12
0.24
0.43
0.90
0.22
0.39
5.40
9.32
3.61
0.31
0.50
29.54
29.22
32.61
32.61
3.07
3.75
0.013
15
3.72
3.98
63.63
0.27
4.57
78.93%
12
11
0.28
0.71
0.90
0.25
0.64
5.66
9.20
5.88
0.31
0.50
29.12
28.74
32.61
32.61
3.49
4.00
0.013
18
4.20
4.51
74.61
0.28
7.43
79.17%
11
10
0.19
0.90
0.90
0.17
0.81
5.94
9.09
7.36
0.49
0.80
28.64
28.21
32.61
33.48
3.97
4.00
0.013
18
5.32
5.65
53.75
0.16
9.40
78.37%
10
9
0.38
1.28
0.74
0.28
1.09
6.10
9.05
9.88
0.88
2.00
25.36
24.78
33.48
32.67
8.12
4.00
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8.97
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(-
COUNTY PROJECT NUMBER
PLAN STATUS
02 22 24 ISSUED TO CLIENT
DATE DESCRIPTION
CVF SMC CVF
DESIGN DRAWN CHKD
SCALE H: 1 "=50'
JOB No. 100534-01-001
DATE : FEBRUARY 2024
FI LE N o. 100534-D-C P-001 OF 44
SHEET 13
V: 1 "=5'
Cad file name V:\100534 -Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\012-013-100534-D-CP-001-SDP.dwg

_
WIDTH
NIGHT
OF WAY VARIES
SHALLOTTE NORTH DRIVE /
US \\ / / - \ �\ R/w - - 50 RIGHT OF WAY
IG A Y / \ 18"RCP -36� � � \ 000,
17 -37; INV NOT 6/ / 1 \\
FOUND I \ \ \ \ \ \ \ \ \ \ _ _
_ —�
GVAR H AIL �' o \ > \
RIC T OF L LOT� GEgs\n�f�Q� m / \ \\\\ \ \\30 \\\\ \\\\� ----i — --- / --- --- --- --- / l�
WAY BYPASS �rH 1— \\ --0liC 1 E \ \\ \\ \\\ \\\\���r/_' 30OHE'
_ _ —
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----- �� --- —/�
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/
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m 35D_36OCEqN 36- HwAY W 40/� sHICHEj O ----
D SHqLO °MRALTTE EEDRTRASs
/
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•
OFIE v /� — —_� _— \-"< E — — — — — — — — I IF 39 — — — US HIGHWAY 17 - PRINCIPAL ARTERIAL ROAD
OH I I^ \\ 0F//� W , — — �5 MPH POSTED SPEED LIMIT
OH E • � _ � / = — - — � — \ _ _ _ — — — — — — — \ DRIVE
T
\ _ -- --�9 ---_— ---- ____-- —_ _— --3 J—sew— oNE I
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0 �. �L =— — —� _ _— — _ � -- — — _�-Z = _ �--� .3�
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PRE TO SP 'A' (UNDETAINED, OFFSITE) - o = _- — _ _ — - =i-- \ — — _ — —_ = • \ \ \ �\ ` N a, J
_ / " \ M
� / I / CN = 69 x— / _ _ — 1; 'moo �-AHE --+ &.,6f 8�o 8 -2 � \ — � �� / \ \ Cz
K LINE / \ / / / — — — — / / _ _�o• 9 -- OHE � : �-L— i / — r ' \26.9 �/ 0 \ �� .30 • \ ����i� \`\\ ����� \ \ U M O o
BAY FOODS, INC. ` 3 / / / / // / ,`og / //;-22.67' L/ / _ — of '�291 .98 �_ l—e'T-�� �E / I \ \ \%�y ``� ` ��` \ \ ` ` = a
DEED BOOK 4198 PAGE 1256 \ / /// / niERUNE /y
1 \ \ `�%' ��\ %'�Cz
\ o ``' E o
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m r li li p
\ TAX PARCEL 18200063 \ ` / � /� / // / y� � // / /// / � — _ — w� � � � / .._. .- — — — — _ � / \ \ v J � j � /
s//// 0.18/ 25 r/Z \ \ / '� �\ —\• \ H ' \
-- \\ rJ ,
V I 1 1/ ti \ ! ` D PRE TO SP A (UNDETAINED, OFFSITE) / \ Q
2.2� III / �'���Q► \ _ \ z
\ .79 1 i / ��• �1 A CN 4=6 69 C � \� \\ I J
// w 40.2 13g I / �0 j // / / PRE TO SP A 3.85_(UNDETAINED, ONSITE) �� r r/ ` I I 4 \ ��� USE. CO A� �/ / ^ / 1 \
CN 66
w /�//rIIiIrI ��fJ � II II I r / ------ i. ♦ PROPANE
/ � �Q24
\ 1• __/ \ � � \ �� ♦ �r%�'� � � � �
f / La
w z
26- \ 11 /' �/1 /r� --_ _---_ i ` \I \'-="'''� _ ~
ZD
PRE TO SP B _(UNDETAINED, ONSITE) _ — -,�►- �i ------ i� I\ \ \ `� -�''' / /' O
Y CN = 80 11 \ _ —\— �i 1now w Z-
UGS EL /
�\- \ I \ \ / / / �!/ /'r 11 1 —'� 1 �- 1� I \ -/� EW
�-.-35 ��32 ;�33 — ^ �1 \ \ ( \ \ \ \ \ \ ( / / / //,/ / / / / Imo_ _ _ =�I I1�J— 1 11 \ \ ii -- ---�� — —1 \ \ — — — — — \�/ , Q z w z
1 I
UGs� / T / xis t I / / j - 1 I 1 \ \ \ \ \ / / / / / •- 11 II -------ter=-__----�� Z ZD --- 1 \ \ , \ — \ �41--�_----_/ �� w Q a U o�
ASPHALT 34 — \ n \ \ \ I I I I 11 \ I I - \ Q m
.01
i / _ Ill��
DRIVE s - / / / / v / �\ \ asPNaLr / _,cu/ \ \ \ \ \ \ 1 1 \ \ \ \ \ I I I ( / v� / r� m x 1 `_ __� _ �_�_ -ram ���,- �Z/ \ \ ` — — — ^ _ _=_ ,� l �� � w T"
/ / / / \ DRIVE / `
r \ _ ~
C-ItA
�T Al w r
PSP�P�� / ; \ /I \ PRE TO SP 'A' (UNDETAINED, OFFSITE) / \ /
E - / SIMMONS JASON OLIVER ET I A = 4.60 AC. ND I / / w L
I I I '� CN = 69 I / / / W
AND SIMMONS CYNTHIA P \ I I \ DEED BOOK 01454, PAGE 0553 � , � / / �
I (/ � / \ ,,,,,-' \\ / / I DEED BOOK 01643, PAGE 0793 \ I I \ I ( TAX PARCEL �1820012302 / � ~ � I / / / w w O
\ \�� TAX PARCEL18200131 I I \ I 1 LOCAL ZONING: RM15 / I / / / J
♦ \ ,, \\ / �� LOCAL ZONING: B2 I I \ I \ / I / \ / / O_ O Q
\ w S\N� ,,-'� \\ USE: COMMERCIAL I IA\ \ \\ \ I I USE: RESIDENTIAL
\ C/3 LL
\ /
50
\ \
\ \ I 1 \ \ /IvI
COUNTY PROJECT NUMBER
1
V I kinn rnK I
MICHAEL & BOBBY
LEGEND
DRAINAGE DIVIDE
-• —• — SWM 'SITE' BOUNDARY
' Tc PATH
A BEGIN OVERLAND FLOW
B BEGIN SHALLOW CONCENTRATED FLOW
C BEGIN OPEN CHANNEL FLOW
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
I DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=50'
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\014-1 00534-D-CP-001 -DDX.dwg
SHEET 14 OF44

0
PA
__ _ �—
v � — � US HIGHWAY 17 -PRINCIPAL ARTERIAL ROAD -
- — 01r --- — ---- ------
_ OHE— ( _ \\ E -� -7♦ -� — — — — OHE �5 MPH POSTED SPEED LIMIT
— — — 39�---
37
POST TO SP A (UNDETAINED, ONSITE) 38 _ _ _ _ _ s
\\ -22
o--- ---- _--w A = 0.85 AC. _—3335—. .__
zz-
POST TO SP A (UNDETAINED, OFFSITE) -,,_, �,. - - - - _ _ _ - - - _ - - �\ - �� - _ \ \\ o
A = 2.07 AC. -``'_ A °50 - _ 3 _ -- - _ �- - - - CN 58_ - \ ` %1\� \ - \ C- (00
0
ni � �i \ �\ C'3 > _c N � o
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` E I \\ \\
BAY FOODS \ / / / / // / �o ° /'' // -2267 1 N ^�° _ — . — 9_ _ — _ „ \\ �\ \ \ \
INC. _
' 'A7ERLINE / / — — / '
DEED BOOK 4198 PAGE 1256
24.12'
1.
14
'ol Ir o >!�nAwin
\ � °o oTAX PARCEL 18200063 P EX. 2
tig \ HADDO
- \ ` J/� (\\\�` —wn \ 1 / �,/ �- - `°+-/i -' , ' I-\�', \ POST 2 TO SP 'A' (DETAINED, OFFSITE) ' \ Q
i / , p' / , DEED B00 q _ 1.69 AC. B \\ \ Z_
METE I / / ��i T �—T ® / �� \ / \ \�\ TAX LPOA CN = 94 � `� \\ 1 J
I L ` I // // J� y I 30 j / `���� r / / I ` 1 �]�\\ USE: CO SAL / ' ^\' \\ \ 0
P28
OST 1 TO SP A DETAINED ONSITE
4U� _ 58 AC.
35- - i / // P/ A 1_/ PROP ED FU RE PAD SITE\\\ _
C 85 g'/ . ' �" � / / A ED 807 MPERVIOUS \ I 28 \ \ I \ ������ ♦ \\ � 01__
APRfROXIMOTE ARE = 41,140 S.F. \ \ ' 29 \� \ I �1�' ' ,\ PROPANE Q Q
/�I. ' 27 POST 2 TO SP 'A' (DETAINED, ONSITE) 1 ��
��J �� \\ \ "` J/ /ice i /26--- A = 1.47 AC. 7 ' /`- _�-\ \ I \ \\% - J� Lu = z
40 �\ `l ,TSP (�cHry / _ - .. / CN = 94 / /(�r= �x--=-==-----�i �\ ` �Y\ '�� / - ZD
24=25 00 I I I- - - - L1J Z
UGS EL / o / / '�5 < Q
I/ >- POST 1 TO SP A (DETAINED, OFFSITE) 25 1-YR WSEL = 2�.94 \ I �� I \ \ - _ Ew Q z U)
= 10-YRws s I --) ---_— \✓/ I w9w Z w Z
UGS J , �� A O_84 AC. \ INSTALL SMALL 0-YR WSEL = 5.86 \ \ _- _JI \ — Q
\ZD
/ 5' ' / N� 47 / / 30 = 0 2 A = (0.85 AC. ) / �41 - - - - / �l -EW Q U m
I /� / POST TO SP A UNDETAINED, ONSITE / FRMANENT P00 _ _ - - - _
/ s ' / �s 34 / I 33 10- L �� 5. 25 /�I _� _ \ -_---
/ / )/ / /� 9" \ / \ °- CN = 64 ` _'i1 \ \ — I — — — /� �,\l I I I ' '= p w
\ I / % _ / /♦ \ \ \ / ` `\ D' �^ W ` 1 N \ h \ R \ AP / V — ` 1 / �/ L U C/) w
�' `fl I N `�' / / \ \ \ \ \ `sN6B�
,' I `� °�' ' / i 2 I \ coX \ \ II — 28 _ �� ;`� ^`� ^° �� C �J
41!1
Al
0100
\ /�
\ 1 ♦
I` \
NIGHT
OF WAY WIDTH VARIES
NORTH
SHALLOTTE
H DRIVE
Us \ / — \ I / — — — 50 RIGHT OF WAY _ _ —
Ili `�/ \ -36• � \ � �--�- �--� J �/ l
AY #7 ---/
1-1
Ile
RRECULAR RICHT HALLOTOF WA yl ( / p / I \ `' \ \ \\\ \ \\ ---_
JJ OHE \ \ \ \ \\ \\\\ \__ _ 3031� __� __�� _�� ,35
I10 -- ----- _--_-_ __-----34-
1
mo w-40
oo-
_ —
\ \ --_ _ - �- ----- --`
/ \ I o --� _--—.37—�'—— — — — — — — ------
I-- -- --------- ---- — _--- — 5- /
_ rn
GHw
POST►��
SSM/o 7-—LLOE"S_ ------3I ITT �A=GMWAY W — SKALLOTTE RYP4Z1
,o
\
\
\
\
\
\
I POST 2 TO SP 'A' (DETAINED, OFFSITE)
I ,/POST TO SP 'A' (UNDETAINED, ONSITE) \
, r
/ SIMMOI'JS JASON OLIVER ET A = 1.69 AC. ` POST TO SP B (UNDETAINED, ONSITE) A = 0.85 AC. I / // // wLO
CN=94 / A=0.02AC. CN=64 ', � I / / / 11 � � w
/ IN, AND SIMMONS CYNTHIA P \ / CN = 80 /Ix
/ / I DEED BOOK 01643, PAGE 0793\ I l I ( / ` I / / / ~ w
/ TAX PARCEL 18200131 I I \ TAX PARCEL #1820012302 /
I I I LOCAL ZONING: B2 I I I \ I 1 LOCAL ZONING: RM15 / 1 / I\ // / 0
USE: COMMERCIAL i Al \ \ \� I \I USE: RESIDENTIAL o 1 ` 1 I / / O =
\ / z
m O
COUNTY PROJECT NUMBER
MICHAEL & BOBBY
LEGEND
DRAINAGE DIVIDE
-� —� — SWM 'SITE' BOUNDARY
Tc PATH
11* A BEGIN OVERLAND FLOW
B BEGIN SHALLOW CONCENTRATED FLOW
C BEGIN OPEN CHANNEL FLOW
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=50'
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\01 5-1 00534-D-CP-001 -DDP.dwg
SHEET 15 OF44

POND PACK MODEL DIAGRAM
Preto SP 'A' {U ndatai reed, Orisite)
r'S
Pre to S P'A' (U rid eta i ned, Offs ite)
I
'F' I
'L
rr ti�
Pre-Dev Studer Point 'A'
Post 2 to SP 'A' Pete fined, On s ite)
h
Pest 1 to SP 'A" (Detai reed, Onsite") r'
{+� ,�`'�5. Pest 2 to S P 'A' Detained, Offsite�
Po st 1 to S P 'A' (Deta I n ed , Offs ite )
r ,
' I L
5 �
WU Pend 'A' SWM Pored 'B'
� I
I 1
Pond 'A' OLatlet I) Per d 'B' Outlet
4L-
0
Post to SP 'A' (Undetained. Onsite)
S Pend OutLetA
rr'L
f r LL
l -
5 x r r r co
Post t0 SP 'A' (Urid eta ined, Offs Ite)
_ _ 5
Post -Deer Study Point IAI � �
rr �
e p g
RIPRAP OUTFALL DESIGN CALCULATIONS
OUTFALL STIR. #
TW
CONDITION
Q
(Cfs)
PIPE
SIZE
(in.)
OUTLET
VELOCITY
(fps)
La
REQUIRED
(ft-)
La
PROVIDED
(ft-)
Do
(ft)
W1
(ft-)
W2
(ft-)
MIN. "T'
(FT)
d50
(FT)
OUTLET PROTECTION
CLASS REQUIRED
NOTES
1
2C
Minimum
115.64
72
9.86
6.05
20.00
22.00
6.00
18.00
18.00
2.00
1.1
CL I DRY RIPRAP
TYPE B
Minimum
1.57
15
3.75
7.50
1.25
3.75
3.75
1.50
0.9
CL Al DRY RIPRAP
TYPE A
6
Minimum
4.92
18
7.39
4.50
9.00
1.50
4.50
4.50
1.50
0.9
CL Al DRY RIPRAP
TYPE A
8
Minimum
11.54
1 18
1 8.85
4.50
9.00
1.50
4.50
4.50
1 2.00
1.1
CL I DRY RIPRAP
TYPE A
Tc CALCULATIONS
Tc PATH CALCULATIONS
OVERLAND FLOW (A-B)
SHALLOW CONCENTRATED FLOW (B-C) CHANNEL FLOW (C-D)
TOTAL
AVG. AVG.
WETTED
DA #
LENGTH SLOPE MANNING' Tt
LENGTH Tt LENGTH
AREA HYDRAULIC
VELOCITY Tt
Tc
(FT) (FT/FT) S n (MIN)
SLOPE PAVED SLOPE
LOPE
LOPETIFT) (MIN) (FT)
(FT)
n PERIM.
(FT2) RADIUS (FT)
(FT/S) (MIN)
(MIN)
( (FT/FT)
(RI
PRE-DEV TO SP 'A'
100 0.010 0.24 19.13
- - - -
570 0.018 NO
- - -
4.45 270
- -
0.005
0.03
-
1 5 5 1
- - -
3.51 1.28
- -
1 24.9
PRE-DEV TO SP 'B'
-
USE MIN 5.0
POST-DEV TO SP 'A' 100 1 0.010 1 0.24 1 19.13 1 548 1 0.017 NO 1 4.36 1 0 1 0.000 0 1 0 1 0 0 1 0.00
POST-DEV TO SP 'B' - I - - I - I - I - - I - I - I - - I - -
DRAINAGE AREA SUMMARY
0.00 23.5
USE MIN 5.0
Pre to SP 'B' (Undetained, 0nsito)
'L
I
I
I
L
Pre -Deer Study Poirt "B'
Post to S P R (Undeta ned, 0nsite)
r 5
1 5
1 'S
I 'S
I
I
I
I
I
Pest-Dev Study Poi rat 'B'
PRE/POST-DEVELOPED DA's
RUNOFF AREAS
TOTAL
OVERALL RUNOFF TO STRUCTURE
IMPERVIOUS
98
A SOILS
30 39 30
B SOILS
58 61-1 55
C SOILS
71 74 70
D SOILS
78 80 77
ONSITE
AREA
(AC)
0.90 0.45 0.35 0.30 SCS RATIONAL
TOTAL TOTAL TOTAL IUTAL TOTAL
SURFACE IMPERVIOUS MEADOW OPEN WOODS CN C-FACTOR
FLOW AREA (AC) AREA (AC) SPACE AREA (AC)
IMPERVIOUS
AREA
(AC)
MEADOW
(AC)
OPEN
SPACE
(AC)
WOODS
(AC)
MEADOW
(AC)
OPEN
SPACE
(AC)
WOOD
S (AC)
MEADOW
(AC)
OPEN
SPACE
(AC)
WOOD
S (AC)
MEADOW
(AC)
OPEN
SPACE
(AC)
WOOD
S (AC)
PRE TO SP 'A' (UNDETAINED, ONSITE)
0.99
1.77
1.09
3.85
3.85
0.99
0.00
2.86
0.00
66
0.49
PRE TO SP 'A' (UNDETAINED, OFFSITE)
1.86
2.06
0.68
4.60
4.60
1.86
0.00
2.74
0.00
69
0.57
PRE TO SP 'B' (UNDETAINED, ONSITE)
0.07
0.07
0.07
0.00
0.00
0.07
0.00
80
0.35
PRE -DEVELOPED TOTALS
2.85
0.00
3.83
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.84
0.00
8.52
8.52
2.85
0.00
5.67
0.00
68
0.53
POST 1 TO SP 'A' (DETAINED, ONSITE)
1.24
0.34
_
1.58
1.58
1.24
0.00
0.34
0.00
85
47
0.78
POST 1 TO SP 'A' (DETAINED, OFFSITE)
0.12
0.72
0.84
0.84
0.12
0.00
0.72
0.00
0.43
POST 2 TO SP 'A' (DETAINED, ONSITE)
1.18
0.29
1.47
1.47
1.18
0.00
0.29
0.00
94
0.79
POST 2 TO SP 'A' (DETAINED, OFFSITE)
1.31
0.38
1.69
1.69
1.31
0.00
0.38
0.00
94
0.78
POST TO SP 'A' (UNDETAINED, ONSITE)
0.16
0.40
0.29
0.85
0.85
0.16
0.00
0.69
0.00
64
0.45
POST TO SP 'A' (UNDETAINED, OFFSITE)
0.50
1.32
0.25
2.07
2.07
0.50
0.00
1.57
0.00
58
0.48
POST TO SP 'B' (UNDETAINED, ONSITE)
_
0.02
0.02
0.02
0.00
0.00
0.02
0.00
80
0.35
0.00
0.00
0.00
0.00
0.00
0.00
#DIV/O!
#DIV/0!
POST -DEVELOPED TOTALS
1 4.51
1 0.00
1 2.78
1 0.00
1 0.00
0.00
1 0.00
0.00
1 0.00
0.00
1 0.00
1 1.23
1 0.00
1 8.52
1 8.52
1 0.00
1 0.00
1 4.01
1 0.00
1 76
1 0.16
THE SITE IS LOCATED JUST SOUTHEAST OF THE INTERSECTION OF OCEAN HIGHWAY (ROUTE 17) AND MAIN STREET IN THE TOWN OF
SHALLOTTE, NORTH CAROLINA. THE EXISTING SITE CONSISTS OF SPARSELY WOODED AREAS, SEVERAL BUILDINGS AND ROADS TO BE REMOVED,
AND CONSISTS OF HYDROLOGIC SOIL GROUPS A & D. THE PROJECT CONSISTS OF THE CONSTRUCTION OF A ROYAL FARMS CONVENIENCE
STORE, FUEL PUMP ISLAND WITH CANOPY, FUTURE PAD SITE, AND ASSOCIATED INFRASTRUCTURE TO SUPPORT THE DEVELOPMENT. THE
FUTURE PAD SITE IS ASSUMED TO BE 80% IMPERVIOUS FOR THE CALCULATIONS IN THIS PLAN.
STORMWATER RUNOFF DISCHARGES FROM THE SITE AT TWO SEPARATE LOCATIONS. THE RUNOFF TO STUDY POINTS 'A' AND 'B' OUTFALLS TO
NATURAL CHANNELS EVENTUALLY LEADING TO SHARRON CREEK. TWO PONDS ARE PROPOSED TO PROVIDE WATER QUANTITY CONTROL FOR THE
RUNOFF REACHING STUDY POINT W.
SWM POND 'A' AND SWM POND 'B' ARE DRY PONDS. THE PONDS WILL BE CONSTRUCTED WITH MEASURES TO MINIMIZE NEGATIVE IMPACT TO
THE EXISTING CONDITIONS OF THE SITE AND EXTEND THE LIFE OF THE PONDS. RIPRAP WILL BE UTILIZED AT ALL POND INLETS TO PROVIDE
THE PRETREATMENT MEASURES TO SETTLE SEDIMENT AND REDUCE EROSION. A SMALL PERMANENT POOL WILL BE INSTALLED IN BOTH PONDS
NEAR THE OUTLET ORIFICE TO REDUCE THE CHANCE OF CLOGGING AND KEEP FLOATING DEBRIS AWAY.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE SWM PONDS 'A' AND 'B' ARE CONSTRUCTED TO NCDEQ STORMWATER DESIGN MANUAL
STANDARDS.
THE PRE -DEVELOPED 1-YR PEAK FLOWRATE FROM THE SITE AND IMMEDIATE SURROUNDING OFFSITE AREA AT STUDY POINT 'A' IS 5.43 CFS.
BY DETAINING RUNOFF WITHIN PONDS 'A' & 'B', THE POST -DEVELOPED PEAK FLOWRATE FROM THE SITE AND IMMEDIATE SURROUNDING
OFFSITE AREA FROM THE 1-YR STORM HAS BEEN REDUCED TO 4.89 CFS AT STUDY POINT W. THE PRE -DEVELOPED 10-YR PEAK FLOWRATE
FROM THE SITE AND IMMEDIATE SURROUNDING OFFSITE AREA AT STUDY POINT 'A' IS 20.04 CFS. BY DETAINING RUNOFF WITHIN PONDS 'A' &
'B', THE POST -DEVELOPED PEAK FLOWRATE FROM THE SITE AND IMMEDIATE SURROUNDING OFFSITE AREA FROM THE 10-YR STORM HAS BEEN
REDUCED TO 14.73 CFS AT STUDY POINT W. THEREFORE, WATER QUANTITY CONTROL REQUIREMENTS HAVE BEEN SATISFIED.
THE PRE -DEVELOPED 1-YR PEAK FLOWRATE AT STUDY POINT 'B' IS 0.13 CFS. BY REDUCING THE DRAINAGE AREA TO STUDY POINT 'B', THE
POST -DEVELOPED PEAK FLOWRATE FROM THE 1-YR STORM HAS BEEN REDUCED TO 0.04 CFS AT STUDY POINT W. THE PRE -DEVELOPED
10-YR PEAK FLOWRATE AT STUDY POINT 'B' IS 0.33 CFS. BY REDUCING THE DRAINAGE AREA TO STUDY POINT 'B', THE POST -DEVELOPED
PEAK FLOWRATE FROM THE 10-YR STORM HAS BEEN REDUCED TO 0.10 CFS AT STUDY POINT W. THEREFORE, WATER QUANTITY CONTROL
REQUIREMENTS HAVE BEEN SATISFIED.
Catchments Summary
Label
MASTER SUMMARY
Scenario
Return Hydrograph Volume Time to Peak Peak Flow
Event (ac-ft) (hours) (ft3/S)
(v Pa rc)
Pre to SP 'B' (Undetained, Onsite)
Town of Shallotte 1-yr Storm Event
1
0.010
12.100
0.13
Pre to SP 'Y (Undetained, Onsite)
Town of Shallotte 10-yr Storm Event
10
0.027
12.100
0.33
Pre to SP 'B' (Undetained, Onsite)
Town of Shallotte 100-yr Storm Event
100
0.060
12.100
0.70
Pre to SP 'A' (Undetained, Onsite)
Town of Shallotte 1-yr Storm Event
1
0.292
12.350
2.20
Pre to SP'A' (Undetained, Onsite)
Town of Shallotte 10-yr Storm Event
10
1.028
12.300
8.65
Pre to SP'A' (Undetained, Onsite)
Town of Shallotte 100-yr Storm Event
100
2.655
12.300
22.43
Post to SP 'B' (Undetained, 0nsite)
Town of Shallotte 1-yr Storm Event
1
0.003
12.100
0.04
Post to SP 'B' (Undetained, Onsite)
Town of Shallotte 10-yr Storm Event
10
0.008
12.100
0.10
Post to SP 'B' (Undetained, Onsite)
Town of Shallotte 100-yr Storm Event
100
0.017
12.100
0.20
Post 1 to SPA'(Detained, Onsite)
Town of Shallotte 1-yr Storm Event
1
0.288
12.300
2.49
Post 1 to SP W (Detained, Onsite)
Town of Shallotte 10-yr Storm Event
10
0.691
12.250
5.83
Post 1 to SPA'(Detained, Onsite)
Town of Shallotte 100-yr Storm Event
100
1.448
12.250
11.79
Post to SP 'A' (Undetained, Onsite)
Town of Shallotte 1-yr Storm Event
1
0.057
12.350
0.42
Post to SP 'A' (Undetained, Onsite)
Town of Shallotte 10-yr Storm Event
10
0.213
12.300
1.81
Post to SP 'A' (Undetained, 0nsite)
Town of Shallotte 100-yr Storm Event
100
0.564
12.300
4.86
Post 1 to SP'A' (Detained, Offsite)
Town of Shallotte 1-yr Storm Event
1
0.011
12.750
0.02
Post 1 to SPA'(Detained, Offsite)
Town of Shallotte 10-yr Storm Event
10
0.098
12.350
0.70
Post 1 to SPA'(Detained, Offsite)
Town of Shallotte 100-yr Storm Event
100
0.362
12.300
3.07
Pre to SP 'A' (Undetained, Offsite)
Town of Shallotte 1-yr Storm Event
1
0.412
12.350
3.23
Pre to SP 'A' (Undetained, Offsite)
Town of Shallotte 10-yr Storm Event
10
1.347
12.300
11.40
Pre to SP 'A' (Undetained, Offsite)
Town of Shallotte 100-yr Storm Event
100
3.347
12.300
28.14
Post 2 to SP'A' (Detained, Onsite)
Town of Shallotte 1-yr Storm Event
1
0.371
12.250
3.06
Post 2 to SPA'(Detained, Onsite)
Town of Shallotte 10-yr Storm Event
10
0.770
12.250
6.12
Post 2 to SP W (Detained, Onsite)
Town of Shallotte 100-yr Storm Event
100
1.490
12.250
11.50
Post 2 to SP'A' (Detained, Offsite)
Town of Shallotte 1-yr Storm Event
1
0.427
12.250
3.52
Post 2 to SPA'(Detained, Offsite)
Town of Shallotte 10-yr Storm Event
10
0.885
12.250
7.04
Post 2 to SP'A' (Detained, Offsite)
Town of Shallotte 100-yr Storm Event
100
1.713
12.250
13.22
Post to SP 'A' (Undetained, Offsite)
Town of Shallotte 1-yr Storm Event
1
0.092
12.400
0.56
Post to SP 'A' (Undetained, Offsite)
Town of Shallotte 10-yr Storm Event
10
0.416
12.300
3.44
Post to SP 'A' (Undetained, Offsite)
Town of Shallotte 100-yr Storm Event
100
1.210
12.300
10.45
Node Summary
Label
Scenario
Return Hydrograph Volume Time to Peak Peak Flow
Event (ac-ft) (hours) (ft3/s)
(vPa rc)
Pre-Dev Study Point'B'
Town of Shallotte 1-yr Storm Event
1
0.010
12.100
0.13
Pre-Dev Study Point'B'
Town of Shallotte 10-yr Storm Event
10
0.027
12.100
0.33
Pre-Dev Study Point'B'
Town of Shallotte 100-yr Storm Event
100
0.060
12.100
0.70
Pre-Dev Study Point'A'
Town of Shallotte 1-yr Storm Event
1
0.705
12.350
5.43
Pre-Dev Study Point'A'
Town of Shallotte 10-yr Storm Event
10
2.375
12.300
20.04
Pre-Dev Study Point'A'
Town of Shallotte 100-yr Storm Event
100
6.002
12.300
50.57
Post-Dev Study Point 'B'
Town of Shallotte 1-yr Storm Event
1
0.003
12.100
0.04
Post-Dev Study Point 'B'
Town of Shallotte 10-yr Storm Event
10
0.008
12.100
0.10
Post-Dev Study Point 'B'
Town of Shallotte 100-yr Storm Event
100
0.017
12.100
0.20
Post-Dev Study Point 'A'
Town of Shallotte 1-yr Storm Event
1
1.247
12.500
4.89
Post-Dev Study Point 'A'
Town of Shallotte 10-yr Storm Event
10
3.073
12.450
14.73
Post-Dev Study Point 'A'
Town of Shallotte 100-yr Storm Event
100
6.786
12.350
40.09
Pond Summary
Label
Scenario Return Hydrograph Volume Time to Peak Peak Flow Maximum Maximum Pond
Event (ac-ft) (hours) (ft3/s) Water Surface Storage
(years) Elevation (ac-ft)
(ft)
SWM Pond 'A' (IN)
Town of Shallotte 1-yr Storm
1
0.300
12.300
2.49
(N/A)
(N/A)
SWM Pond 'A' (OUT)
Town of Shallotte 1-yr Storm
1
0.300
12.500
1.89
24.65
0.028
SWM Pond 'A' (IN)
Town of Shallotte 10-yr Storm
10
0.790
12.300
6.48
(N/A)
(N/A)
SWM Pond 'A' (OUT)
Town of Shallotte 10-yr Storm
10
0.790
12.650
3.20
27.42
0.147
SWM Pond 'A' (IN)
Town of Shallotte 100-yr Storm
100
1.810
12.250
14.78
(N/A)
(N/A)
SWM Pond 'A' (OUT)
Town of Shallotte 100-yr Storm
100
1.810
12.600
8.50
30.45
0.435
SWM Pond 'B' (IN)
Town of Shallotte 1-yr Storm
1
0.798
12.250
6.59
(N/A)
(N/A)
SWM Pond 'B' (OUT)
Town of Shallotte 1-yr Storm
1
0.798
12.800
2.18
23.94
0.224
SWM Pond 'B' (IN)
Town of Shallotte 10-yr Storm
10
1.656
12.250
13.16
(N/A)
(N/A)
SWM Pond 'B' (OUT)
Town of Shallotte 10-yr Storm
10
1.656
12.600
7.24
24.89
0.479
SWM Pond 'B' (IN)
Town of Shallotte 100-yr Storm
100
3.203
12.250
24.71
(N/A)
(N/A)
SWM Pond 'B' (OUT)
Town of Shallotte 100-yr Storm
100
3.203
12.400
21.86
25.86
0.704
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POND A E-V-Q TABLE
Infiltration
Infiltration Method
No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
22.50 ft
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.00 ft3/s
Flow (Initial Infiltration)
0.00 ft3/s
Flow (Initial, Total)
0.00 ft3/s
Time Increment
0.050 hours
Elevation Outflow Storage Area Infiltration Flow (Total) 2S/t + 0
(ft) (ft3/s) (ac-ft) (acres) (ft3/s) (ft3/s) (ft3/s)
22.50
0.00
0.000
0.000
0.00
0.00
0.00
23.00
0.40
0.001
0.009
0.00
0.40
1.12
23.50
1.03
0.007
0.013
0.00
1.03
4.38
24.00
1.45
0.014
0.017
0.00
1.45
8.42
24.50
1.80
0.024
0.022
0.00
1.80
13.55
25.00
2.10
0.037
0.028
0.00
2.10
19.95
25.50
2.37
0.053
0.035
0.00
2.37
27.80
26.00
2.62
0.072
0.042
0.00
2.62
37.25
26.50
2.84
0.094
0.049
0.00
2.84
48.46
27.00
3.05
0.121
0.058
0.00
3.05
61.58
27.50
3.23
0.152
0.066
0.00
3.23
76.75
28.00
3.39
0.187
0.076
0.00
3.39
94.09
28.50
3.54
0.228
0.085
0.00
3.54
113.73
29.00
3.69
0.273
0.096
0.00
3.69
135.79
29.50
3.83
0.324
0.107
0.00
3.83
160.41
30.00
3.97
0.380
0.118
0.00
3.97
187.70
30.50
8.97
0.441
0.130
0.00
8.97
222.64
31.00
9.26
0.509
0.142
0.00
9.26
255.80
31.50
9.55
0.584
0.155
0.00
9.55
291.97
32.00
9.82
0.664
0.168
0.00
9.82
331.24
32.50
10.09
0.751
0.181
0.00
10.09
373.75
33.00
10.36
0.846
0.1961
0.00
10.36
419.61
POND A OUTLET STRUCTURE RATING TABLE
Composite Outflow Summary
Water Surface Elevation Flow Tailwater Elevation Convergence Error ContributingStructures
(ft) (ft3/s) (ft) (ft)
22.50
0.00
(N/A)
0.00
(no Q: Riser - 1,Orifice - 1,Culvert
- 1)
23.00
0.40
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
23.50
1.03
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
24.00
1.45
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
24.50
1.80
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
25.00
2.10
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
25.50
2.37
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
26.00
2.62
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
26.50
2.84
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
27.00
3.05
(N/A)
0.00
Orifice
- 1,Cutvert
- 1 (no Q: Riser -
1)
27.50
3.23
(N/A)
0.00
Orifice
- 1,Cutvert
- 1 (no Q: Riser -
1)
28.00
3.39
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
28.50
3.54
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
29.00
3.69
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
29.50
3.83
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
30.00
3.97
(N/A)
0.00
Orifice
- 1,Culvert
- 1 (no Q: Riser -
1)
30.50
8.97
(N/A)
0.00
Riser -
1,Culvert -
1 (no Q: Orifice - 1)
31.00
9.26
(N/A)
0.00
Riser -
1,Culvert -
1 (no Q: Orifice -
1)
31.50
9.55
(N/A)
0.00
Riser -
1,Culvert -
1 (no Q: Orifice - 1)
32.00
9.82
(N/A)
0.00
Riser -
1,Culvert -
1 (no Q: Orifice - 1)
32.50
10.09
(N/A)
0.00
Riser -
1,Culvert -
1 (no Q: Orifice -
1)
33.001
10.36
(N/A)
1 0.001
Riser - 1,Culvert - 1 (no Q: Orifice-1)
POND A OUTLET STRUCTURE INPUT
Requested Pond Water Surface Elevations
Minimum (Headwater) 22.50 ft
Increment (Headwater) 0.50 ft
Maximum (Headwater) 33.00 ft
Outlet Connectivity
Structure Type Outlet ID Direction Outfall El E2
(ft) (ft)
Stand Pipe
Riser - 1
Forward
Culvert - 1
30.00
33.00
Orifice -Circular
Orifice - 1
Forward
Culvert - 1
22.50
33.00
Culvert -Circular
Culvert - 1
Forward
TW
22.50
33.00
Tailwater Settings
Tailwater
(N/A)
(N/A)
Structure ID: Culvert- 1
Structure Type: Culvert -Circular
Number of Barrels
1
Diameter
12.0 in
Length
80.00 ft
Length (Computed Barrel)
80.00 ft
Slope (Computed)
0.006 ft/ft
Outlet Control Data
Manning's n
0.013
Ke
0.200
Kb
0.031
Kr
0.000
Convergence Tolerance
0.00 ft
Inlet Control Data
Equation Form
Form 1
K
0.0045
M
2.0000
C
0.0317
Y
0.6900
T1 ratio (HW/D)
0.000
T2 ratio (HW/D)
1.194
Slope Correction Factor
-0.500
Use unsubmerged inlet control 0 equation below T1
elevation.
Use submerged inlet control 0 equation above T2
elevation
In transition zone between unsubmerged and
submerged inlet control,
Tl Elevation 22.50 ft Tl Flow
2.75 ft3/s
T2 Elevation 23.69 ft T2 Flow
3.14 ft3/s
Structure ID: Orifice - 1
Structure Type: Orifice -Circular
Number of Openings
1
Elevation
22.50 ft
Orifice Diameter
8.0 in
Orifice Coefficient
0.600
Structure ID: Riser - 1
Structure Type: Stand Pipe
Number of Openings
1
Elevation
30.00 ft
Diameter
48.0 in
Orifice Area
12.6 ftz
Orifice Coefficient
0.600
Weir Length
12.57 ft
Weir Coefficient
3.00 (ft^0.5)/s
K Reverse
1.000
Manning's n
0.000
Kev, Charged Riser
0.000
Weir Submergence
False
Orifice H to crest
False
Structure ID: TW
Structure Type: TW Setup, DS Channel
Tailwater Type Free Outfall
Convergence Tolerances
Maximum Iterations
30
Tailwater Tolerance
0.01 ft
(Minimum)
Tailwater Tolerance
0.50 ft
(Maximum)
Headwater Tolerance
0.01 ft
(Minimum)
Headwater Tolerance
0.50 ft
( Maximum)
Flow Tolerance (Minimum)
0.001 ft3/s
Flow Tolerance (Maximum)
10.000 ft3/s
POND B E-V-Q TABLE
Infiltration
Infiltration Method
No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
21.30 ft
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.00 ft3/s
Flow (Initial Infiltration)
0.00 ft3/s
Flow (Initial, Total)
0.00 ft3/s
Time Increment
0.050 hours
Elevation Outflow Storage Area Infiltration Flow (Total) 2S/t + 0
(ft) (ft3/s) (ac-ft) (acres) (ft3/s) (ft3/s) (ft3/s)
21.30
0.00
0.000
0.000
0.00
0.00
0.00
21.80
0.40
0.003
0.021
0.00
0.40
2.07
22.30
1.03
0.025
0.060
0.00
1.03
12.89
22.80
1.45
0.064
0.100
0.00
1.45
32.46
23.30
1.80
0.124
0.136
0.00
1.80
61.88
23.80
2.10
0.200
0.167
0.00
2.10
98.72
24.30
2.37
0.290
0.191
0.00
2.37
142.66
24.50
2.47
0.329
0.199
0.00
2.47
161.62
24.80
7.05
0.390
0.211
0.00
7.05
195.92
25.30
8.04
0.501
0.231
0.00
8.04
250.31
25.50
8.28
0.547
0.239
0.00
8.28
273.25
25.80
18.48
0.621
0.251
0.00
18.48
318.98
26.001
30.06
0.672
0.259
0.001
30.061
355,24
POND B OUTLET STRUCTURE RATING TABLE
Composite Outflow Summary
Water Surface Elevation Flow Tailwater Elevation Convergence Error ContributingStructures
(ft) (ft3/s) (ft) (ft)
21.30
0.00
(N/A)
0.00
(no Q: Riser - 1,Orifice - 1,Culvert - 1, Weir - 1)
21.80
0.40
(N/A)
0.00
Orifice - 1,Culvert - 1 (no Q: Riser - 1,Weir - 1)
22.30
1.03
(N/A)
0.00
Orifice - 1,Culvert - 1 (no Q: Riser - 1,Weir - 1)
22.80
1.45
(N/A)
0.00
Orifice - 1,Culvert - 1 (no Q: Riser - 1,Weir - 1)
23.30
1.80
(N/A)
0.00
Orifice - 1,Culvert - 1 (no Q: Riser - 1,Weir - 1)
23.80
2.10
(N/A)
0.00
Orifice - 1,Culvert - 1 (no Q: Riser - 1,Weir - 1)
24.30
2.37
(N/A)
0.00
Orifice - 1,Culvert - 1 (no Q: Riser - 1,Weir - 1)
24.50
2.47
(N/A)
0.00
Orifice - 1,Culvert - 1 (no Q: Riser - 1,Weir - 1)
24.80
7.05
(N/A)
0.00
Riser - 1,Orifice - 1,Culvert - 1 (no Q: Weir - 1)
25.30
8.04
(N/A)
0.00
Riser - 1,Culvert - 1 (no Q: Orifice - 1,Weir - 1)
25.50
8.28
(N/A)
0.00
Riser - 1,Culvert - 1 (no Q: Orifice - 1,Weir - 1)
25.80
18.48
(N/A)
0.00
Riser - 1,Culvert - 1,Weir - 1 (no Q: Orifice - 1)
26.00
30.06
(N/A)
0.00
Riser - 1,Culvert - 1,Weir - 1 (no Q: Orifice - 1)
POND B OUTLET STRUCTURE INPUT
Requested Pond Water Surface Elevations
Minimum (Headwater)
2 1. 30 ft
Increment (Headwater)
0.50 ft
Maximum (Headwater)
26.00 ft
Outlet Connectivity
Structure Type Outlet ID Direction Outfall
El E2
(ft) (ft)
Stand Pipe
Riser - 1
Forward
Culvert - 1
24.50
26.00
Orifice -Circular
Orifice - 1
Forward
Culvert - 1
21.30
26.00
Culvert -Circular
Culvert - 1
Forward
TW
21.30
26.00
Rectangular Weir
Weir - 1
Forward
TW
25.50
26.00
Tailwater Settings
Tailwater
(N/A)
(N/A)
Structure ID: Culvert- 1
Structure Type: Culvert -Circular
Number of Barrels
1
Diameter
12.0 in
Length
13.00 ft
Length (Computed Barrel)
13.00 ft
Slope (Computed)
0.019 ft/ft
Outlet Control Data
Manning's n
0.013
Ke
0.200
Kb
0.031
Kr
0.000
Convergence Tolerance
0.00 ft
Inlet Control Data
Equation Form
Form 1
K
0.0045
M
2.0000
C
0.0317
Y
0.6900
T1 ratio (HW/D)
1.086
T2 ratio (HW/D)
1.188
Slope Correction Factor
-0.500
Use unsubmerged inletcontrol 0 equation belowT1
elevation.
Use submerged inlet control 0 equation above T2
elevation
In transition zone between unsubmerged and
submerged inlet control,
T1 Elevation 22.39 ft T1 Flow
2.75 ft3/s
T2 Elevation 22.49 ft T2 Flow
3.14 ft3/s
Structure ID: Weir - 1
Structure Type: Rectangular Weir
Number of Openings
1
Elevation
25.50 ft
Weir Length
20.00 ft
Weir Coefficient
3.00 (ft^0.5)/s
Structure ID: Riser - 1
Structure Type: Stand Pipe
Number of Openings
1
Elevation
24.50 ft
Diameter
48.0 in
Orifice Area
12.6 ftz
Orifice Coefficient
0.600
Weir Length
12.57 ft
Weir Coefficient
3.00 (ft^0.5)/s
K Reverse
1.000
Manning's n
0.000
Kev, Charged Riser
0.000
Weir Submergence
False
Orifice H to crest
False
Structure ID: Orifice - 1
Structure Type: Orifice -Circular
Number of Openings
1
Elevation
21.30 ft
Orifice Diameter
8.0 in
Orifice Coefficient
0.600
Structure ID: TW
Structure Type: TWSetup, IDS Channel
Tailwater Type Free Outfall
Convergence Tolerances
Maximum Iterations
30
Tailwater Tolerance
0.01 ft
(Minimum)
Tailwater Tolerance
0.50 ft
(Maximum)
Headwater Tolerance
0.01 ft
(Minimum)
Headwater Tolerance
0.50 ft
(Maximum)
Flow Tolerance (Minimum)
0.001 ft3/s
Flow Tolerance (Maximum)
10.000 ft3/s
0
J O
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ICE: J
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F-
COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
SHEET
17 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\016-019-100534-D-CP-001-SWM.dwg

POND
A 1-YR
ROUTING
CALCULATIONS
(Wla
POND
A 10-YR
ROUTING
CALCULATIONS
(OUT)
POND
A 100-YR
ROUTING
CALCULATIONS (OUII
POND A 1-YR
HYDROGRAPH (OUT)
POND
A 10-YR
HYDROGRAPH
(OUT
Pond Routing Calculations (Total Out)
Pond Routing Calculations (Total Out)
Pond Routing Calculations (Total Out)
Peak Discharge
1.89 ft3/s
Peak Discharge
3.20 ft3/s
Time to Peak
Time to a
12.500 hours
2.300 hour
Time to Peak
12.650
hours
Time Flow (Total In)
2S/t - 0
2S/t + 0
Infiltration
Flow (Outlet) Volume Elevation
Time Flow
(Total In)
2S/t - 0
2S/t + 0
Infiltration
Flow (Outlet) Volume Elevation
Time Flow (Total In)
2S/t - 0
2S/t + 0 Infiltration
Flow (Outlet)
Volume Elevation
a
HydrogHydrograph
Volume
(hours) (ft3/s)
(ft3/s)
(ft3/s)
(ft3/s)
(ft3/s) (ac-ft) (ft)
(hours) (ft3/s)
(ft3/s)
(ft3/s)
(ft3/s)
(ft3/s) (ac-ft) (ft)
(hours)
(ft3/s)
(ft3/s)
(ft3/s)
(ft3/s)
(ft3/s)
(ac-ft) (ft)
Volume
0.790
ac-ft
HYDROGRAPH ORDINATES (ft3/s)
HYDROGRAPH
ORDINATES
(ft3/s)
Output Time Increment
= 0.050 hours
Output Time Increment
= 0.050
hours
Time on left represents
time for
first value in
each row.
Time
on left represents
time for
first
value in
each row.
Time
Flow Flow
Flow
Flow Flow
Time
Flow
Flow
Flow
Flow
Flow
hours
ft3 s ft3 s
ft3 s
ft3 s ft3 s
(hours)
(ft3/s)
(ft3/s)
(ft3/s)
(ft3/s)
(ft3/s)
0
J O
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(
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c�i� (
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O
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o O °�
=
o m
m r
Cz
EL LL
-0
Q
Z
J
a
2
Q
O
IJJ
>-
=
z
Q
O
=
U
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z
U
z
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w
z
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z -j
U;
m
0-
O
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Q
T
64.�
J
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OF
L�
POND
A 100-YR
HYDROGRAPH(Wla
w
-
O
I�
Peak Discharge
8.50 ft3/s
O
J
Time to Peak
12.600 hours
Q
_
Hydrograph
Volume
1.810 ac-ft
��/�
�/ J
L.L
HYDROGRAPH
ORDINATES (ft3/s)
�
Output Time Increment
= 0.050 hours
z
Time on left represents
time for
first value in
each row.
Time
Flow Flow
Flow
Flow FlowO
(hours)
(ft3/s) (ft3/s)
(ft3/s)
(ft3/s)
(ft3/s)
F-
14.200
3.45
3.42
3.39
3.35
3.31
14.450
3.28
3.24
3.20
3.15
3.10
COUNTY
PROJECT NUMBER
14.700
3.06
3.00
2.95
2.89
2.84
14.950
2.77
2.71
2.64
2.57
2.50
15.200
2.42
2.34
2.26
2.17
2.09
15.450
1.99
1.89
1.80
1.69
1.59
15.700
1.50
1.40
1.29
1.21
1.13
15.950
1.07
1.01
0.93
0.88
0.84
16.200
0.81
0.79
0.77
0.76
0.74
16.450
0.73
0.72
0.71
0.70
0.69
16.700
0.69
0.68
0.67
0.66
0.66
16.950
0.65
0.64
0.64
0.63
0.62
17.200
0.61
0.61
0.60
0.59
0.59
17.450
0.58
0.57
0.57
0.56
0.55
17.700
0.55
0.54
0.53
0.53
0.52
17.950
0.51
0.50
0.50
0.49
0.48
PLAN
STATUS
18.200
0.48
0.47
0.47
0.46
0.46
02 22 24
ISSUED TO CLIENT
18.450
0.45
0.45
0.45
0.44
0.44
18.700
0.44
0.43
0.43
0.43
0.43
18.950 0.43 0.42 0.42 0.42 0.42
19.200
0.42
0.41
0.41
0.41
0.41
19.450
0.41
0.40
0.40
0.40
0.40
19.700
0.39
0.39
0.39
0.39
0.38
19.950
0.38
0.38
0.38
0.38
0.37
20.200 0.37 0.37 0.37 0.37 0.36
20.450
0.36
0.36
0.36
0.36
0.36
20.700
0.35
0.35
0.35
0.35
0.35
20.950
0.35
0.35
0.34
0.34
0.34
21.200
0.34
0.34
0.34
0.33
0.33
DATE
DESCRIPTION
21.450 0.33 0.33 0.33 0.33 0.33
21.700
0.32
0.32
0.32
0.32
0.32
21.950
0.32
0.31
0.31
0.31
0.31
CVF
SMC
CUF
22.200
0.31
0.31
0.30
0.30
0.30
DESIGN
DRAWN
CHKD
22.450
0.30
0.30
0.30
0.30
0.29
H: N/A
22.700
0.29
0.29
0.29
0.29
0.29
SCALE
v: N/A
22.950
0.28
0.28
0.28
0.28
0.28
23.200
0.28
0.27
0.27
0.27
0.27
JOB No.
100534-01-001
23.450
0.27
0.27
0.27
0.26
0.26
23.700
0.26
0.26
0.26
0.26
0.25
DATE :
FEBRUARY 2024
23.950
0.25
0.25
0.25
0.24
0.23
24.200
0.20
0.17
0.14
0.11
0.08
FILE No.
100534-D-CP-001
24.450
0.06
0.04
0.03
0.02
0.02
24.700
0.01
0.01
0.01
0.00
0.00
of
24.950
0.00
0.00
0.00
0.00
(N/A)
J 8
1
44
SHEET
0.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
7.700
0.00
0.00
0.01
0.00
0.00
0.000
22.50
10.000
0.07
0.06
0.19
0.00
0.07
0.000
22.59
11.000
0.15
0.12
0.41
0.00
0.15
0.000
22.68
11.050
0.16
0.13
0.43
0.00
0.15
0.000
2Z.69
11.100
0.16
0.13
0.44
0.00
0.16
0.000
22.70
11.150
0.17
0.13
0.46
0.00
0.16
0.000
22.71
11.200
0.18
0.14
0.48
0.00
0.17
0.000
22.71
11.250
0.19
0.15
0.50
0.00
0.18
0.000
22.72
11.300
0.20
0.15
0.53
0.00
0.19
0.000
22.74
11.350
0.21
0.16
0.56
0.00
0.20
0.000
22.75
11.400
0.22
0.17
0.59
0.00
0.21
0.000
22.76
11.450
0.23
0.18
0.63
0.00
0.22
0.000
22.78
11.500
0.25
0.20
0.67
0.00
0.24
0.000
22.80
11.550
0.27
0.21
0.71
0.00
0.25
0.000
22.82
11.600
0.29
0.22
0.76
0.00
0.27
0.000
22.84
11.650
0.32
0.24
0.83
0.00
0.30
0.001
22.87
11.700
0.37
0.27
0.93
0.00
0.33
0.001
22.92
11.750
0.43
0.31
1.07
0.00
0.38
0.001
22.98
11.800
0.52
0.41
1.26
0.00
0.42
0.002
23.02
11.850
0.62
0.59
1.55
0.00
0.48
0.002
23.07
11.900
0.75
0.84
1.96
0.00
0.56
0.003
23.13
11.950
0.91
1.17
2.51
0.00
0.67
0.004
23.21
12.000
1.13
1.61
3.22
0.00
0.81
0.005
23.32
12.050
1.42
2.18
4.16
0.00
0.99
0.006
23.47
12.100
1.75
3.08
5.34
0.00
1.13
0.008
23.62
12.150
2.08
4.31
6.90
0.00
1.29
0.011
23.81
12.200
2.33
5.77
8.72
0.00
1.47
0.015
24.03
12.250
2.48
7.39
10.59
0.00
1.60
0.018
24.21
12.300
2.49
8.91
12.35
0.00
1.72
0.022
24.38
12.350
2.39
10.17
13.80
0.00
1.81
0.025
24.52
12.400
2.23
11.08
14.80
0.00
1.86
0.027
24.60
12.450
2.04
11.58
15.36
0.00
1.89
0.028
24.64
12.500
1.84
11.68
15.47
0.00
1.89
0.028
24.65
12.550
1.65
11.42
15.17
0.00
1.88
0.027
24.63
12.600
1.46
10.83
14.52
0.00
1.85
0.026
24.58
12.650
1.28
9.96
13.57
0.00
1.80
0.024
24.50
12.700
1.12
8.92
12.36
0.00
1.72
0.022
24.38
12.750
0.98
7.76
11.02
0.00
1.63
0.019
24.25
12.800
0.86
6.54
9.60
0.00
1.53
0.016
24.12
12.850
0.77
5.32
8.17
0.00
1.43
0.014
23.97
12.900
0.70
4.22
6.79
0.00
1.28
0.011
23.80
12.950
0.64
3.25
5.56
0.00
1.16
0.009
23.65
13.000
0.59
2.39
4.47
0.00
1.04
0.007
23.51
13.050
0.54
1.79
3.52
0.00
0.86
0.005
23.37
13.100
0.51
1.38
2.84
0.00
0.73
0.004
23.26
13.150
0.48
1.09
2.36
0.00
0.64
0.003
23.19
13.200
0.45
0.87
2.01
0.00
0.57
0.003
23.14
13.250
0.43
0.71
1.75
0.00
0.52
0.002
23.10
13.300
0.41
0.59
1.55
0.00
0.48
0.002
23.07
13.350
0.39
0.49
1.39
0.00
0.45
0.002
23.04
13.400
0.38
0.42
1.27
0.00
0.43
0.002
23.02
13.450
0.37
0.36
1.17
0.00
0.41
0.002
23.01
13.500
0.36
0.32
1.09
0.00
0.39
0.001
22.99
13.550
0.35
0.30
1.03
0.00
0.37
0.001
22.96
13.600
0.35
0.29
1.00
0.00
0.35
0.001
22.95
13.650
0.34
0.29
0.98
0.00
0.35
0.001
22.94
13.700
0.33
0.28
0.96
0.00
0.34
0.001
22.93
13.750
0.33
0.28
0.94
0.00
0.33
0.001
22.92
13.800
0.32
0.27
0.92
0.00
0.33
0.001
22.91
13.850
0.32
0.27
0.91
0.00
0.32
0.001
22.90
13.900
0.31
0.26
0.89
0.00
0.31
0.001
22.90
13.950
0.30
0.26
0.87
0.00
0.31
0.001
22.89
14.000
0.30
0.25
0.86
0.00
0.30
0.001
22.88
14.050
0.29
0.25
0.84
0.00
0.30
0.001
22.87
14.100
0.29
0.24
0.82
0.00
0.29
0.001
22.87
14.150
0.28
0.24
0.81
0.00
0.29
0.001
22.86
14.200
0.28
0.23
0.79
0.00
0.28
0.001
22.85
14.250
0.27
0.23
0.78
0.00
0.28
0.001
22.85
14.300
0.27
0.22
0.76
0.00
0.27
0.000
22.84
14.350
0.26
0.22
0.75
0.00
0.27
0.000
22.84
14.400
0.26
0.22
0.74
0.00
0.26
0.000
22.83
14.450
0.26
0.21
0.73
0.00
0.26
0.000
22.83
14.500
0.25
0.21
0.72
0.00
0.26
0.000
22.82
14.550
0.25
0.21
0.71
0.00
0.25
0.000
22.82
14.600
0.25
0.21
0.70
0.00
0.25
0.000
22.81
14.650
0.24
0.20
0.70
0.00
0.25
0.000
22.81
14.700
0.24
0.20
0.69
0.00
0.24
0.000
22.81
14.750
0.24
0.20
0.68
0.00
0.24
0.000
22.80
14.800
0.23
0.20
0.67
0.00
0.24
0.000
22.80
14.850
0.23
0.19
0.66
0.00
0.23
0.000
22.79
14.900
0.23
0.19
0.65
0.00
0.23
0.000
22.79
14.950
0.23
0.19
0.65
0.00
0.23
0.000
22.79
15.000
0.22
0.19
0.64
0.00
0.23
0.000
22.78
16.000
0.16
0.14
0.47
0.00
0.17
0.000
22.71
17.000
0.13
0.11
0.36
0.00
0.13
0.000
22.66
18.000
0.10
0.08
0.28
0.00
0.10
0.000
22.63
19.000
0.09
0.07
0.24
0.00
0.09
0.000
22.61
20.000
0.08
0.06
0.22
0.00
0.08
0.000
22.60
24.750
0.00
0.00
0.01
0.00
0.00
0.000
22.50
25.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
30.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
40.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
50.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
60.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
0.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
5.000
0.00
0.00
0.01
0.00
0.00
0.000
22.50
10.000
0.28
0.23
0.77
0.00
0.27
0.000
22.84
11.000
0.48
0.51
1.43
0.00
0.46
0.002
23.05
11.050
0.49
0.55
1.49
0.00
0.47
0.002
23.06
11.100
0.51
0.59
1.55
0.00
0.48
0.002
23.07
11.150
0.52
0.63
1.62
0.00
0.49
0.002
23.08
11.200
0.54
0.68
1.70
0.00
0.51
0.002
23.09
11.250
0.57
0.74
1.79
0.00
0.53
0.002
23.10
11.300
0.59
0.80
1.89
0.00
0.55
0.003
23.12
11.350
0.62
0.87
2.01
0.00
0.57
0.003
23.14
11.400
0.65
0.95
2.15
0.00
0.60
0.003
23.16
11.450
0.69
1.05
2.30
0.00
0.63
0.003
23.18
11.500
0.73
1.15
2.46
0.00
0.66
0.003
23.21
11.550
0.77
1.26
2.65
0.00
0.69
0.004
23.23
11.600
0.83
1.39
2.86
0.00
0.74
0.004
23.27
11.650
0.91
1.55
3.13
0.00
0.79
0.005
23.31
11.700
1.03
1.77
3.49
0.00
0.86
0.005
23.36
11.750
1.20
2.08
4.00
0.00
0.96
0.006
23.44
11.800
1.42
2.57
4.70
0.00
1.07
0.007
23.54
11.850
1.69
3.34
5.67
0.00
1.17
0.009
23.66
11.900
2.02
4.43
7.05
0.00
1.31
0.012
23.83
11.950
2.45
5.92
8.89
0.00
1.48
0.015
24.05
12.000
3.01
8.07
11.38
0.00
1.65
0.020
24.29
12.050
3.74
11.10
14.82
0.00
1.86
0.027
24.60
12.100
4.60
15.28
19.43
0.00
2.08
0.036
24.96
12.150
5.44
20.73
25.31
0.00
2.29
0.047
25.34
12.200
6.10
27.29
3Z.27
0.00
2.49
0.061
25.74
12.250
6.46
34.51
39.85
0.00
2.67
0.076
26.12
12.300
6.48
41.80
47.44
0.00
2.82
0.092
26.45
12.350
6.22
48.63
54.50
0.00
2.93
0.106
26.73
12.400
5.79
54.57
60.63
0.00
3.03
0.119
26.96
12.450
5.27
59.43
65.62
0.00
3.09
0.129
27.13
12.500
4.74
63.16
69.44
0.00
3.14
0.136
27.26
12.550
4.22
65.78
7Z.13
0.00
3.17
0.142
27.35
12.600
3.73
67.34
73.73
0.00
3.19
0.145
27.40
12.650
3.26
67.93
74.33
0.00
3.20
0.147
27.42
12.700
Z.84
67.64
74.04
0.00
3.20
0.146
27.41
12.750
2.48
66.60
72.96
0.00
3.18
0.144
27.38
12.800
2.18
64.93
71.26
0.00
3.16
0.140
27.32
12.850
1.94
62.79
69.06
0.00
3.14
0.136
27.25
12.900
1.75
60.27
66.48
0.00
3.11
0.130
27.16
12.950
1.59
57.47
63.61
0.00
3.07
0.125
27.07
13.000
1.47
54.48
60.54
0.00
3.03
0.119
26.96
13.050
1.36
51.34
57.30
0.00
2.98
0.112
26.84
13.100
1.26
48.11
53.97
0.00
2.93
0.105
26.71
13.150
1.18
44.82
50.56
0.00
2.87
0.098
26.58
13.200
1.12
41.49
47.12
0.00
2.81
0.091
26.44
13.250
1.06
38.17
43.66
0.00
2.74
0.084
26.29
13.300
1.01
34.89
40.24
0.00
2.68
0.077
26.13
13.350
0.97
31.66
36.87
0.00
2.61
0.071
25.98
13.400
0.94
28.52
33.56
0.00
2.52
0.064
25.81
13.450
0.91
25.50
30.37
0.00
2.44
0.057
25.64
13.500
0.89
22.59
27.29
0.00
2.35
0.051
25.47
13.550
0.87
19.84
24.34
0.00
2.25
0.045
25.28
13.600
0.85
17.24
21.55
0.00
2.16
0.040
25.10
13.650
0.83
14.81
18.92
0.00
2.05
0.035
24.92
13.700
0.81
12.58
16.45
0.00
1.94
0.030
24.73
13.750
0.80
10.53
14.19
0.00
1.83
0.025
24.55
13.800
0.78
8.71
12.11
0.00
1.70
0.021
24.36
13.850
0.77
7.10
10.26
0.00
1.58
0.018
24.18
13.900
0.75
5.69
8.63
0.00
1.47
0.015
24.02
13.950
0.74
4.54
7.19
0.00
1.32
0.012
23.85
14.000
0.72
3.60
6.00
0.00
1.20
0.010
23.70
14.050
0.71
2.83
5.03
0.00
1.10
0.008
23.58
14.100
0.70
2.23
4.23
0.00
1.00
0.007
23.48
14.150
0.68
1.84
3.60
0.00
0.88
0.005
23.38
14.200
0.67
1.59
3.19
0.00
0.80
0.005
23.32
14.250
0.66
1.42
2.91
0.00
0.75
0.004
23.27
14.300
0.65
1.30
2.72
0.00
0.71
0.004
23.25
14.350
0.64
1.22
2.58
0.00
0.68
0.004
23.22
14.400
0.63
1.16
2.48
0.00
0.66
0.004
23.21
14.450
0.62
1.11
2.40
0.00
0.65
0.003
23.20
14.500
0.61
1.07
2.33
0.00
0.63
0.003
23.19
14.550
0.60
1.03
2.28
0.00
0.62
0.003
23.18
14.600
0.59
1.00
2.23
0.00
0.61
0.003
23.17
14.650
0.59
0.97
2.18
0.00
0.60
0.003
23.16
14.700
0.58
0.95
2.14
0.00
0.60
0.003
23.16
14.750
0.57
0.92
2.10
0.00
0.59
0.003
23.15
14.800
0.56
0.90
2.06
0.00
0.58
0.003
23.14
14.850
0.56
0.88
2.02
0.00
0.57
0.003
23.14
14.900
0.55
0.85
1.98
0.00
0.57
0.003
23.13
14.950
0.54
0.83
1.95
0.00
0.56
0.003
23.13
15.000
0.54
0.81
1.91
0.00
0.55
0.003
23.12
16.000
0.39
0.35
1.17
0.00
0.41
0.002
23.01
17.000
0.30
0.25
0.86
0.00
0.30
0.001
22.88
18.000
0.23
0.20
0.67
0.00
0.24
0.000
22.80
19.000
0.20
0.17
0.57
0.00
0.20
0.000
22.75
20.000
0.18
0.15
0.52
0.00
0.18
0.000
22.73
24.850
0.00
0.00
0.01
0.00
0.00
0.000
22.50
25.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
30.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
40.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
50.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
60.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
0.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
3.050
0.00
0.00
0.01
0.00
0.00
0.000
22.50
10.000
0.72
1.25
2.64
0.00
0.69
0.004
23.23
11.000
1.21
2.88
5.10
0.00
1.11
0.008
23.59
11.050
1.24
3.07
5.33
0.00
1.13
0.008
23.62
11.100
1.28
3.27
5.59
0.00
1.16
0.009
23.65
11.150
1.32
3.49
5.86
0.00
1.19
0.009
23.68
11.200
1.36
3.73
6.16
0.00
1.22
0.010
23.72
11.250
1.42
4.00
6.51
0.00
1.25
0.011
23.76
11.300
1.48
4.31
6.90
0.00
1.29
0.011
23.81
11.350
1.56
4.67
7.35
0.00
1.34
0.012
23.87
11.400
1.64
5.07
7.86
0.00
1.39
0.013
23.93
11.450
1.73
5.53
8.44
0.00
1.45
0.014
24.00
11.500
1.82
6.08
9.08
0.00
1.50
0.016
24.06
11.550
1.93
6.74
9.84
0.00
1.55
0.017
24.14
11.600
2.07
7.52
10.74
0.00
1.61
0.019
24.23
11.650
2.28
8.50
11.87
0.00
1.69
0.021
24.34
11.700
2.57
9.77
13.35
0.00
1.79
0.024
24.48
11.750
2.99
11.56
15.33
0.00
1.88
0.028
24.64
11.800
3.52
14.04
18.07
0.00
2.01
0.033
24.85
11.850
4.18
17.42
21.75
0.00
2.16
0.040
25.11
11.900
4.97
21.91
26.57
0.00
2.33
0.050
25.42
11.950
5.96
27.84
32.85
0.00
2.50
0.062
25.77
12.000
7.25
35.68
41.06
0.00
2.69
0.079
26.17
12.050
8.91
46.06
51.84
0.00
2.89
0.101
26.63
12.100
10.82
59.60
65.79
0.00
3.10
0.129
27.14
12.150
12.66
76.50
83.07
0.00
3.29
0.164
27.68
12.200
14.07
96.31
103.23
0.00
3.46
0.206
28.23
12.250
14.78
117.93
125.16
0.00
3.62
0.250
28.76
12.300
14.72
139.91
147.43
0.00
3.76
0.296
29.24
12.350
14.04
160.92
168.67
0.00
3.88
0.340
29.65
12.400
12.99
179.93
187.95
0.00
4.01
0.380
30.00
12.450
11.78
191.89
204.70
0.00
6.40
0.409
30.24
12.500
10.54
198.68
214.21
0.00
7.76
0.426
30.38
12.550
9.36
201.80
218.58
0.00
8.39
0.434
30.44
12.600
8.23
202.38
219.39
0.00
8.50
0.435
30.45
12.650
7.18
201.24
217.79
0.00
8.27
0.433
30.43
12.700
6.23
198.99
214.64
0.00
7.83
0.427
30.39
12.750
5.43
196.14
210.65
0.00
7.25
0.420
30.33
12.800
4.76
193.06
206.33
0.00
6.64
0.412
30.27
12.850
4.23
190.00
202.05
0.00
6.03
0.404
30.21
12.900
3.80
187.13
198.03
0.00
5.45
0.397
30.15
12.950
3.46
184.53
194.39
0.00
4.93
0.391
30.10
13.000
3.17
182.23
191.16
0.00
4.47
0.385
30.05
13.050
2.93
180.20
188.33
0.00
4.06
0.381
30.01
13.100
2.73
177.93
185.86
0.00
3.96
0.376
29.97
13.150
2.55
175.31
183.21
0.00
3.95
0.370
29.92
13.200
2.40
172.39
180.26
0.00
3.94
0.364
29.86
13.250
2.27
169.22
177.05
0.00
3.92
0.357
29.80
13.300
2.16
165.85
173.65
0.00
3.90
0.350
29.74
13.350
2.08
162.32
170.09
0.00
3.88
0.343
29.68
13.400
2.01
158.68
166.41
0.00
3.87
0.335
29.61
13.450
1.95
154.94
162.64
0.00
3.85
0.328
29.54
13.500
1.90
151.14
158.79
0.00
3.83
0.320
29.47
13.550
1.85
147.29
154.89
0.00
3.80
0.312
29.39
13.600
1.81
143.40
150.96
0.00
3.78
0.303
29.31
13.650
1.77
139.47
146.99
0.00
3.76
0.295
29.23
13.700
1.74
135.52
142.99
0.00
3.73
0.287
29.15
13.750
1.70
131.55
138.97
0.00
3.71
0.279
29.06
13.800
1.67
127.56
134.92
0.00
3.68
0.271
28.98
13.850
1.64
123.55
130.86
0.00
3.66
0.262
28.89
13.900
1.61
119.53
126.79
0.00
3.63
0.254
28.80
13.950
1.57
115.51
122.71
0.00
3.60
0.245
28.70
14.000
1.54
111.47
118.62
0.00
3.57
0.237
28.61
14.050
1.51
107.43
114.52
0.00
3.55
0.229
28.52
14.100
1.48
103.38
110.41
0.00
3.52
0.221
28.42
14.150
1.45
99.34
106.31
0.00
3.48
0.212
28.31
14.200
1.42
95.30
102.21
0.00
3.45
0.203
28.21
14.250
1.39
91.28
98.11
0.00
3.42
0.195
28.10
14.300
1.37
87.26
94.04
0.00
3.39
0.187
28.00
14.350
1.35
83.28
89.98
0.00
3.35
0.179
27.88
14.400
1.33
79.32
85.95
0.00
3.31
0.170
27.77
14.450
1.31
75.40
81.96
0.00
3.28
0.162
27.65
14.500
1.29
71.52
78.00
0.00
3.24
0.154
27.54
14.550
1.27
67.69
74.08
0.00
3.20
0.146
27.41
14.600
1.26
63.92
70.22
0.00
3.15
0.138
27.28
14.650
1.24
60.21
66.42
0.00
3.10
0.130
27.16
14.700
1.22
56.56
62.67
0.00
3.06
0.123
27.04
14.750
1.21
52.98
58.99
0.00
3.00
0.115
26.90
14.800
1.19
49.48
55.38
0.00
2.95
0.108
26.76
14.850
1.18
46.07
51.86
0.00
2.89
0.101
26.63
14.900
1.16
42.73
48.41
0.00
2.84
0.094
26.50
14.950
1.15
39.50
45.04
0.00
2.77
0.087
26.35
15.000
1.13
36.36
41.78
0.00
2.71
0.080
26.20
16.000
0.82
2.26
4.28
0.00
1.01
0.007
23.48
17.000
0.63
1.10
2.38
0.00
0.64
0.003
23.19
18.000
0.49
0.67
1.67
0.00
0.50
0.002
23.08
19.000
0.42
0.41
1.26
0.00
0.42
0.002
23.02
20.000
0.38
0.31
1.07
0.00
0.38
0.001
22.98
24.950
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0.00
0.01
0.00
0.00
0.000
22.50
25.000
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0.00
0.00
0.00
0.00
0.000
22.50
30.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
40.000
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0.00
0.00
0.00
0.00
0.000
22.50
50.000
0.00
0.00
0.00
0.00
0.00
0.000
22.50
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0.00
0.00
0.00
0.00
0.000
22.50
7.600
0.00
0.00
0.00
0.00
0.00
7.850
0.00
0.00
0.01
0.01
0.01
8.100
0.01
0.01
0.01
0.01
0.01
8.350
0.01
0.01
0.01
0.01
0.02
8.600
0.02
0.02
0.02
0.02
0.02
8.850
0.02
0.03
0.03
0.03
0.03
9.100
0.03
0.03
0.03
0.04
0.04
9.350
0.04
0.04
0.04
0.05
0.05
9.600
0.05
0.05
0.05
0.06
0.06
9.850
0.06
0.06
0.07
0.07
0.07
10.100
0.07
0.08
0.08
0.08
0.09
10.350
0.09
0.09
0.10
0.10
0.10
10.600
0.11
0.11
0.12
0.12
0.13
10.850
0.13
0.14
0.14
0.15
0.15
11.100
0.16
0.16
0.17
0.18
0.19
11.350
0.20
0.21
0.22
0.24
0.25
11.600
0.27
0.30
0.33
0.38
0.42
11.850
0.48
0.56
0.67
0.81
0.99
12.100
1.13
1.29
1.47
1.60
1.72
12.350
1.81
1.86
1.89
1.89
1.88
12.600
1.85
1.80
1.72
1.63
1.53
12.850
1.43
1.28
1.15
1.04
0.86
13.100
0.73
0.64
0.57
0.52
0.48
13.350
0.45
0.43
0.41
0.39
0.37
13.600
0.35
0.35
0.34
0.33
0.33
13.850
0.32
0.31
0.31
0.30
0.30
14.100
0.29
0.29
0.28
0.28
0.27
14.350
0.27
0.26
0.26
0.26
0.25
14.600
0.25
0.25
0.24
0.24
0.24
14.850
0.23
0.23
0.23
0.23
0.22
15.100
0.22
0.22
0.21
0.21
0.21
15.350
0.21
0.20
0.20
0.20
0.19
15.600
0.19
0.19
0.18
0.18
0.18
15.850
0.18
0.17
0.17
0.17
0.16
16.100
0.16
0.16
0.15
0.15
0.15
16.350
0.15
0.15
0.14
0.14
0.14
16.600
0.14
0.14
0.14
0.13
0.13
16.850
0.13
0.13
0.13
0.13
0.13
17.100
0.13
0.12
0.12
0.12
0.12
17.350
0.12
0.12
0.12
0.11
0.11
17.600
0.11
0.11
0.11
0.11
0.11
17.850
0.10
0.10
0.10
0.10
0.10
18.100
0.10
0.10
0.10
0.09
0.09
18.350
0.09
0.09
0.09
0.09
0.09
18.600
0.09
0.09
0.09
0.09
0.09
18.850
0.09
0.09
0.09
0.09
0.09
19.100
0.08
0.08
0.08
0.08
0.08
19.350
0.08
0.08
0.08
0.08
0.08
19.600
0.08
0.08
0.08
0.08
0.08
19.850
0.08
0.08
0.08
0.08
0.08
20.100
0.08
0.08
0.08
0.08
0.08
20.350
0.08
0.07
0.07
0.07
0.07
20.600
0.07
0.07
0.07
0.07
0.07
20.850
0.07
0.07
0.07
0.07
0.07
u.1oo
0.07
0.07
0.07
o.m
o.m
21.350
0.07
0.07
0.07
0.07
0.07
21.600
0.07
0.07
0.07
0.07
0.07
21.850
0.07
0.07
0.07
0.06
0.06
22.100
0.06
0.06
0.06
0.06
0.06
22.350
0.06
0.06
0.06
0.06
0.06
22.600
0.06
0.06
0.06
0.06
0.06
22.850
0.06
0.06
0.06
0.06
0.06
23.100
0.06
0.06
0.06
0.06
0.06
23.350
0.06
0.06
0.06
0.06
0.06
23.600
0.05
0.05
0.05
0.05
0.05
23.850
0.05
0.05
0.05
0.05
0.05
24.100
0.05
0.05
0.04
0.04
0.03
24.350
0.02
0.02
0.01
0.01
0.01
24.600
0.00
0.00
0.00
0.00
0.00
24.850
0.00
(N/A)
(N/A)
(N/A)
(N/A)
2.950
0.00
0.00
0.00
0.00
0.00
3.200
0.01
0.01
0.01
0.01
0.01
3.450
0.02
0.02
0.02
0.02
0.02
3.700
0.02
0.03
0.03
0.03
0.03
3.950
0.04
0.04
0.04
0.04
0.04
4.200
0.05
0.05
0.05
0.05
0.05
4.450
0.06
0.06
0.06
0.06
0.06
4.700
0.07
0.07
0.07
0.07
0.08
4.950
0.08
0.08
0.08
0.08
0.09
5.200
0.09
0.09
0.09
0.10
0.10
5.450
0.10
0.10
0.10
0.11
0.11
5.700
0.11
0.11
0.12
0.12
0.12
5.950
0.12
0.13
0.13
0.13
0.13
6.200
0.14
0.14
0.14
0.14
0.15
6.450
0.15
0.15
0.16
0.16
0.17
6.700
0.17
0.17
0.18
0.18
0.19
6.950
0.19
0.20
0.20
0.21
0.21
7.200
0.21
0.22
0.22
0.23
0.23
7.450
0.24
0.24
0.25
0.25
0.26
7.700
0.26
0.27
0.27
0.28
0.28
7.950
0.29
0.30
0.30
0.31
0.31
8.200
0.32
0.32
0.33
0.34
0.35
8.450
0.36
0.37
0.37
0.38
0.39
8.700
0.40
0.41
0.42
0.43
0.44
8.950
0.45
0.46
0.47
0.48
0.49
9.200
0.50
0.51
0.52
0.53
0.55
9.450
0.56
0.57
0.58
0.59
0.61
9.700
0.62
0.63
0.64
0.65
0.67
9.950
0.68
0.69
0.71
0.72
0.73
10.200
0.75
0.77
0.78
0.80
0.82
10.450
0.85
0.87
0.89
0.92
0.95
10.700
0.97
1.00
1.03
1.05
1.06
10.950
1.08
1.11
1.13
1.16
1.19
11.200
1.22
1.25
1.29
1.34
1.39
11.450
1.45
1.50
1.55
1.61
1.69
11.700
1.79
1.88
2.01
2.16
2.33
11.950
2.50
2.69
2.89
3.10
3.29
12.200
3.46
3.62
3.76
3.88
4.01
12.450
6.40
7.76
8.39
8.50
8.27
12.700
7.83
7.25
6.64
6.03
5.45
12.950
4.93
4.47
4.06
3.96
3.95
13.200
3.94
3.92
3.90
3.88
3.87
13.450
3.85
3.83
3.80
3.78
3.76
13.700
3.73
3.71
3.68
3.66
3.63
13.950
3.60
3.57
3.55
3.52
3.48
4.850
0.00
0.00
0.00
0.00
0.00
5.100
0.00
0.00
0.01
0.01
0.01
5.350
0.01
0.01
0.01
0.01
0.01
5.600
0.01
0.01
0.01
0.02
0.02
5.850
0.02
0.02
0.02
0.02
0.02
6.100
0.02
0.02
0.02
0.03
0.03
6.350
0.03
0.03
0.03
0.03
0.03
6.600
0.03
0.04
0.04
0.04
0.04
6.850
0.04
0.04
0.05
0.05
0.05
7.100
0.05
0.05
0.05
0.06
0.06
7.350
0.06
0.06
0.06
0.07
0.07
7.600
0.07
0.07
0.07
0.08
0.08
7.850
0.08
0.08
0.09
0.09
0.09
8.100
0.09
0.10
0.10
0.10
0.10
8.350
0.11
0.11
0.11
0.12
0.12
8.600
0.13
0.13
0.13
0.14
0.14
8.850
0.15
0.15
0.16
0.16
0.17
9.100
0.17
0.18
0.18
0.19
0.19
9.350
0.20
0.20
0.21
0.21
0.22
9.600
0.23
0.23
0.24
0.24
0.25
9.850
0.26
0.26
0.27
0.27
0.28
10.100
0.29
0.29
0.30
0.31
0.32
10.350
0.32
0.33
0.34
0.35
0.36
10.600
0.37
0.39
0.40
0.40
0.41
10.850
0.42
0.43
0.44
0.46
0.47
11.100
0.48
0.49
0.51
0.53
0.55
11.350
0.57
0.60
0.63
0.66
0.69
11.600
0.74
0.79
0.86
0.96
1.07
11.850
1.17
1.31
1.48
1.65
1.86
12.100
2.08
2.29
2.49
2.67
2.82
12.350
2.93
3.03
3.09
3.14
3.17
12.600
3.19
3.20
3.20
3.18
3.16
12.850
3.14
3.11
3.07
3.03
2.98
13.100
2.93
2.87
2.81
2.74
2.68
13.350
2.61
2.52
2.44
2.35
2.25
13.600
2.16
2.05
1.94
1.83
1.70
13.850
1.58
1.47
1.32
1.20
1.10
14.100
1.00
0.88
0.80
0.75
0.71
14.350
0.68
0.66
0.65
0.63
0.62
14.600
0.61
0.60
0.60
0.59
0.58
14.850
0.57
0.57
0.56
0.55
0.54
15.100
0.54
0.53
0.52
0.51
0.51
15.350
0.50
0.49
0.49
0.48
0.47
15.600
0.46
0.46
0.45
0.44
0.43
15.850
0.43
0.42
0.41
0.41
0.40
16.100
0.39
0.38
0.37
0.36
0.36
16.350
0.35
0.35
0.34
0.34
0.33
16.600
0.33
0.33
0.32
0.32
0.32
16.850
0.31
0.31
0.31
0.30
0.30
17.100
0.30
0.29
0.29
0.29
0.28
17.350
0.28
0.28
0.27
0.27
0.27
17.600
0.26
0.26
0.26
0.25
0.25
17.850
0.25
0.24
0.24
0.24
0.23
18.100
0.23
0.23
0.23
0.22
0.22
18.350
0.22
0.22
0.21
0.21
0.21
18.600
0.21
0.21
0.21
0.21
0.21
18.850
0.20
0.20
0.20
0.20
0.20
19.100
0.20
0.20
0.20
0.20
0.20
19.350
0.20
0.19
0.19
0.19
0.19
19.600
0.19
0.19
0.19
0.19
0.19
19.850
0.19
0.18
0.18
0.18
0.18
20.100
0.18
0.18
0.18
0.18
0.18
20.350
0.18
0.18
0.17
0.17
0.17
20.600
0.17
0.17
0.17
0.17
0.17
20.850
0.17
0.17
0.17
0.17
0.17
21.100
0.16
0.16
0.16
0.16
0.16
21.350
0.16
0.16
0.16
0.16
0.16
21.600
0.16
0.16
0.16
0.15
0.15
21.850
0.15
0.15
0.15
0.15
0.15
22.100
0.15
0.15
0.15
0.15
0.15
22.350
0.15
0.15
0.14
0.14
0.14
22.600
0.14
0.14
0.14
0.14
0.14
22.850
0.14
0.14
0.14
0.14
0.14
23.100
0.14
0.13
0.13
0.13
0.13
23.350
0.13
0.13
0.13
0.13
0.13
23.600
0.13
0.13
0.13
0.13
0.12
23.850
0.12
0.12
0.12
0.12
0.12
24.100
0.12
0.11
0.10
0.08
0.07
24.350
0.05
0.04
0.03
0.02
0.02
24.600
0.01
0.01
0.01
0.00
0.00
24.850.
0.00.
0.00.
0.00
0.00
(N/A)
Cad file name : V:\100534 -Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\016-019-100534-D-CP-001-SWM.dwg

POND B 1-YR ROUTING CA
Pond Routing Calculations (Total Out)
Time Flow (Total In) 2S/t - 0 2S/t + 0 Infiltration Flow (Outlet) Volume Elevation
(hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) (ft3/s) (ac-ft) (ft)
0.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
3.700
0.00
0.00
0.01
0.00
0.00
0.000
21.30
11.000
0.60
2.97
3.99
0.00
0.51
0.006
21.89
11.050
0.62
3.14
4.19
0.00
0.52
0.006
21.90
11.100
0.63
3.33
4.39
0.00
0.53
0.006
21.91
11.150
0.65
3.52
4.61
0.00
0.55
0.007
21.92
11.200
0.67
3.72
4.84
0.00
0.56
0.007
21.93
11.250
0.70
3.94
5.09
0.00
0.57
0.007
21.94
11.300
0.73
4.19
5.37
0.00
0.59
0.008
21.95
11.350
0.76
4.46
5.68
0.00
0.61
0.008
21.97
11.400
0.80
4.76
6.02
0.00
0.63
0.009
21.98
11.450
0.84
5.10
6.41
0.00
0.65
0.010
22.00
11.500
0.89
5.48
6.83
0.00
0.68
0.010
22.02
11.550
0.94
5.89
7.30
0.00
0.70
0.011
22.04
11.600
1.00
6.36
7.83
0.00
0.74
0.012
22.07
11.650
1.10
6.92
8.46
0.00
0.77
0.014
22.10
11.700
1.23
7.61
9.25
0.00
0.82
0.015
22.13
11.750
1.43
8.52
10.27
0.00
0.88
0.018
22.18
11.800
1.68
9.71
11.62
0.00
0.96
0.021
22.24
11.850
1.98
11.28
13.36
0.00
1.04
0.025
22.31
11.900
2.34
13.41
15.59
0.00
1.09
0.029
22.37
11.950
2.79
16.23
18.54
0.00
1.15
0.034
22.44
12.000
3.36
19.91
22.38
0.00
1.24
0.041
22.54
12.050
4.09
24.68
27.37
0.00
1.34
0.052
22.67
12.100
4.93
30.77
33.70
0.00
1.47
0.066
22.82
12.150
5.72
38.30
41.42
0.00
1.56
0.080
22.95
12.200
6.31
47.00
50.33
0.00
1.66
0.099
23.10
12.250
6.59
56.35
59.90
0.00
1.78
0.120
23.27
12.300
6.52
65.73
69.46
0.00
1.86
0.138
23.40
12.350
6.19
74.57
78.44
0.00
1.94
0.156
23.52
12.400
5.70
82.45
86.46
0.00
2.00
0.173
23.63
12.450
5.14
89.18
93.29
0.00
2.06
0.188
23.73
12.500
4.59
94.70
98.91
0.00
2.10
0.200
23.80
12.550
4.06
99.08
103.34
0.00
2.13
0.208
23.85
12.600
3.56
102.39
106.69
0.00
2.15
0.215
23.89
12.650
3.09
104.71
109.04
0.00
2.17
0.220
23.92
12.700
2.68
106.13
110.48
0.00
2.17
0.222
23.93
12.750
2.33
106.78
111.13
0.00
2.18
0.224
23.94
12.800
2.04
106.79
111.14
0.00
2.18
0.224
23.94
12.850
1.81
106.28
110.63
0.00
2.17
0.223
23.94
12.900
1.62
105.37
109.71
0.00
2.17
0.221
23.93
12.950
1.47
104.13
108.46
0.00
2.16
0.218
23.91
13.000
1.35
102.64
106.95
0.00
2.15
0.215
23.89
13.050
1.24
100.95
105.23
0.00
2.14
0.212
23.87
13.100
1.15
99.08
103.34
0.00
2.13
0.208
23.85
13.150
1.08
97.08
101.31
0.00
2.12
0.205
23.83
13.200
1.01
94.96
99.17
0.00
2.10
0.200
23.81
13.250
0.96
92.75
96.93
0.00
2.09
0.196
23.78
13.300
0.91
90.48
94.62
0.00
2.07
0.190
23.74
13.350
0.87
88.17
92.27
0.00
2.05
0.185
23.71
13.400
0.84
85.83
89.89
0.00
2.03
0.180
23.68
13.450
0.82
83.47
87.49
0.00
2.01
0.175
23.65
13.500
0.80
81.10
85.09
0.00
1.99
0.170
23.61
13.550
0.78
78.74
82.68
0.00
1.97
0.165
23.58
13.600
0.76
76.37
80.27
0.00
1.95
0.160
23.55
13.650
0.74
74.01
77.88
0.00
1.93
0.155
23.52
13.700
0.73
71.66
75.48
0.00
1.91
0.150
23.48
13.750
0.71
69.31
73.10
0.00
1.89
0.146
23.45
13.800
0.70
66.98
70.73
0.00
1.87
0.141
23.42
13.850
0.68
64.66
68.36
0.00
1.85
0.136
23.39
13.900
0.67
62.34
66.01
0.00
1.83
0.132
23.36
13.950
0.66
60.04
63.67
0.00
1.82
0.127
23.32
14.000
0.64
57.75
61.34
0.00
1.79
0.123
23.29
14.050
0.63
55.49
59.02
0.00
1.77
0.118
23.25
14.100
0.62
53.25
56.73
0.00
1.74
0.112
23.21
14.150
0.60
51.05
54.47
0.00
1.71
0.107
23.17
14.200
0.59
48.87
52.24
0.00
1.69
0.103
23.14
14.250
0.58
46.72
50.04
0.00
1.66
0.098
23.10
14.300
0.57
44.60
47.87
0.00
1.63
0.093
23.06
14.350
0.56
42.52
45.73
0.00
1.61
0.089
23.03
14.400
0.55
40.46
43.63
0.00
1.58
0.085
22.99
14.450
0.54
38.44
41.56
0.00
1.56
0.081
22.95
14.500
0.54
36.45
39.52
0.00
1.54
0.077
22.92
14.550
0.53
34.49
37.52
0.00
1.51
0.073
22.89
14.600
0.52
32.57
35.55
0.00
1.49
0.069
22.85
14.650
0.52
30.68
33.61
0.00
1.46
0.066
22.82
14.700
0.51
28.83
31.70
0.00
1.44
0.062
22.78
14.750
0.50
27.05
29.84
0.00
1.40
0.058
22.73
14.800
0.50
25.34
28.05
0.00
1.36
0.053
22.69
14.850
0.49
23.68
26.32
0.00
1.32
0.049
22.64
14.900
0.48
22.09
24.65
0.00
1.28
0.046
22.60
14.950
0.48
20.55
23.05
0.00
1.25
0.043
22.56
15.000
0.47
19.06
21.49
0.00
1.22
0.039
22.52
15.050
0.46
17.62
19.99
0.00
1.18
0.037
22.48
15.100
0.46
16.24
18.54
0.00
1.15
0.034
22.44
15.150
0.45
14.90
17.14
0.00
1.12
0.031
22.41
15.200
0.44
13.60
15.79
0.00
1.09
0.029
22.37
15.250
0.44
12.35
14.48
0.00
1.07
0.027
22.34
15.300
0.43
11.14
13.22
0.00
1.04
0.025
22.31
15.350
0.42
10.04
11.99
0.00
0.98
0.022
22.26
15.400
0.42
9.05
10.88
0.00
0.91
0.019
22.21
15.450
0.41
8.17
9.88
0.00
0.86
0.017
22.16
15.500
0.40
7.38
8.98
0.00
0.80
0.015
22.12
15.550
0.40
6.67
8.18
0.00
0.76
0.013
22.08
15.600
0.39
6.03
7.45
0.00
0.71
0.012
22.05
15.650
0.38
5.45
6.80
0.00
0.68
0.010
22.02
15.700
0.38
4.93
6.22
0.00
0.64
0.009
21.99
15.750
0.37
4.46
5.68
0.00
0.61
0.008
21.97
15.800
0.36
4.04
5.20
0.00
0.58
0.007
21.94
15.850
0.36
3.65
4.76
0.00
0.56
0.007
21.92
15.900
0.35
3.30
4.36
0.00
0.53
0.006
21.91
15.950
0.35
2.97
3.99
0.00
0.51
0.006
21.89
16.000
0.34
2.68
3.66
0.00
0.49
0.005
21.87
16.050
0.33
2.40
3.35
0.00
0.47
0.005
21.86
16.100
0.33
2.15
3.06
0.00
0.46
0.004
21.85
16.150
0.32
1.91
2.79
0.00
0.44
0.004
21.83
16.200
0.31
1.70
2.55
0.00
0.43
0.004
21.82
16.250
0.31
1.49
2.32
0.00
0.41
0.004
21.81
16.300
0.30
1.31
2.11
0.00
0.40
0.003
21.80
16.350
0.30
1.18
1.91
0.00
0.37
0.003
21.76
16.400
0.30
1.09
1.77
0.00
0.34
0.002
21.73
16.450
0.29
1.04
1.68
0.00
0.32
0.002
21.71
16.500
0.29
1.00
1.62
0.00
0.31
0.002
21.69
16.550
0.29
0.97
1.57
0.00
0.30
0.001
21.68
16.600
0.28
0.95
1.53
0.00
0.29
0.001
21.67
16.650
0.28
0.93
1.51
0.00
0.29
0.001
21.66
16.700
0.28
0.91
1.48
0.00
0.28
0.001
21.66
16.750
0.27
0.90
1.46
0.00
0.28
0.001
21.65
16.800
0.27
0.89
1.45
0.00
0.28
0.001
21.65
16.850
0.27
0.88
1.43
0.00
0.27
0.001
21.64
16.900
0.26
0.87
1.41
0.00
0.27
0.001
21.64
16.950
0.26
0.86
1.40
0.00
0.27
0.001
21.64
17.000
0.26
0.85
1.38
0.00
0.26
0.001
21.63
18.000
0.20
0.67
1.08
0.00
0.21
0.000
21.56
19.000
0.17
0.56
0.91
0.00
0.17
0.000
21.52
20.000
0.15
0.50
0.82
0.00
0.16
0.000
21.50
25.050
0.00
0.00
0.01
0.00
0.00
0.000
21.30
26.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
30.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
40.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
50.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
60.000
0.00
0.00
0.00
0.001
0.00
0.000
21.30
POND B 10-YR
ROUTING CALCULATIONS (OUT
Pond
Routing Calculations (Total Out)
Time Flow (Total In)
2S/t - 0
2S/t + 0 Infiltration Flow (Outlet) Volume
Elevation
(hours) (ft3/s)
(ft3/s)
(ft3/s) (ft3/s) (ft3/s) (ac-ft)
(ft)
0.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
2.100
0.00
0.00
0.01
0.00
0.00
0.000
21.30
11.000
1.33
12.71
14.86
0.00
1.07
0.028
22.35
11.050
1.36
13.23
15.40
0.00
1.09
0.028
22.36
11.100
1.39
13.78
15.97
0.00
1.10
0.029
22.38
11.150
1.42
14.37
16.59
0.00
1.11
0.030
22.39
11.200
1.47
15.01
17.26
0.00
1.13
0.032
22.41
11.250
1.52
15.71
17.99
0.00
1.14
0.033
22.43
11.300
1.58
16.49
18.81
0.00
1.16
0.034
22.45
11.350
1.65
17.36
19.72
0.00
1.18
0.036
22.47
11.400
1.73
18.34
20.74
0.00
1.20
0.038
22.50
11.450
1.81
19.43
21.88
0.00
1.22
0.040
22.53
11.500
1.90
20.64
23.14
0.00
1.25
0.043
22.56
11.550
2.00
21.98
24.54
0.00
1.28
0.046
22.60
11.600
2.13
23.48
26.11
0.00
1.32
0.049
22.64
11.650
2.33
25.24
27.94
0.00
1.35
0.053
22.68
11.700
2.61
27.37
30.18
0.00
1.40
0.058
22.74
11.750
3.00
30.07
32.99
0.00
1.46
0.065
22.81
11.800
3.51
33.59
36.59
0.00
1.50
0.071
22.87
11.850
4.13
38.11
41.22
0.00
1.56
0.080
22.95
11.900
4.85
43.84
47.09
0.00
1.63
0.092
23.05
11.950
5.75
51.01
54.43
0.00
1.71
0.107
23.17
12.000
6.89
60.02
63.65
0.00
1.82
0.127
23.32
12.050
8.34
71.44
75.26
0.00
1.91
0.150
23.48
12.100
9.98
85.70
89.76
0.00
2.03
0.180
23.68
12.150
11.52
102.89
107.20
0.00
2.15
0.216
23.90
12.200
12.65
122.51
127.07
0.00
2.28
0.257
24.12
12.250
13.16
143.52
148.33
0.00
2.40
0.301
24.36
12.300
12.99
162.58
169.67
0.00
3.55
0.343
24.57
12.350
12.29
175.90
187.85
0.00
5.97
0.375
24.73
12.400
11.29
185.25
199.48
0.00
7.12
0.397
24.83
12.450
10.16
192.20
206.70
0.00
7.25
0.411
24.90
12.500
9.04
196.74
211.41
0.00
7.33
0.421
24.94
12.550
7.98
199.02
213.77
0.00
7.37
0.425
24.96
12.600
6.99
199.23
213.99
0.00
7.38
0.426
24.97
12.650
6.07
197.60
212.29
0.00
7.35
0.422
24.95
12.700
5.25
194.34
208.92
0.00
7.29
0.416
24.92
12.750
4.56
189.75
204.15
0.00
7.20
0.406
24.88
12.800
3.99
184.11
198.29
0.00
7.09
0.395
24.82
12.850
3.53
178.67
191.62
0.00
6.48
0.382
24.76
12.900
3.16
174.08
185.36
0.00
5.64
0.371
24.71
12.950
2.87
170.23
180.11
0.00
4.94
0.361
24.66
13.000
2.62
167.01
175.72
0.00
4.35
0.354
24.62
13.050
2.42
164.32
172.06
0.00
3.87
0.347
24.59
13.100
2.25
162.08
168.99
0.00
3.46
0.342
24.56
13.150
2.10
160.19
166.42
0.00
3.11
0.337
24.54
13.200
1.97
158.61
164.26
0.00
2.82
0.333
24.52
13.250
1.86
157.27
162.43
0.00
2.58
0.330
24.51
13.300
1.77
155.96
160.90
0.00
2.47
0.327
24.49
13.350
1.70
154.51
159.43
0.00
2.46
0.324
24.48
13.400
1.64
152.94
157.85
0.00
2.45
0.321
24.46
13.450
1.59
151.28
156.17
0.00
2.44
0.317
24.44
13.500
1.55
149.55
154.42
0.00
2.43
0.314
24.42
13.550
1.51
147.76
152.61
0.00
2.42
0.310
24.40
13.600
1.47
145.91
150.74
0.00
2.41
0.306
24.39
13.650
1.44
144.02
148.83
0.00
2.40
0.302
24.37
13.700
1.41
142.09
146.87
0.00
2.39
0.298
24.34
13.750
1.38
140.11
144.88
0.00
2.38
0.294
24.32
13.800
1.36
138.11
142.85
0.00
2.37
0.290
24.30
13.850
1.33
136.07
140.79
0.00
2.36
0.286
24.28
13.900
1.30
134.00
138.70
0.00
2.35
0.281
24.25
13.950
1.27
131.91
136.58
0.00
2.33
0.277
24.23
14.000
1.25
129.79
134.43
0.00
2.32
0.272
24.21
14.050
1.22
127.64
132.25
0.00
2.31
0.267
24.18
14.100
1.19
125.47
130.05
0.00
2.29
0.263
24.16
14.150
1.17
123.27
127.83
0.00
2.28
0.258
24.13
14.200
1.15
121.05
125.58
0.00
2.27
0.253
24.11
14.250
1.12
118.81
123.32
0.00
2.25
0.249
24.08
14.300
1.10
116.56
121.04
0.00
2.24
0.244
24.05
14.350
1.09
114.30
118.75
0.00
2.22
0.239
24.03
14.400
1.07
112.04
116.46
0.00
2.21
0.235
24.00
14.450
1.05
109.77
114.16
0.00
2.20
0.230
23.98
14.500
1.04
107.49
111.86
0.00
2.18
0.225
23.95
14.550
1.02
105.22
109.56
0.00
2.17
0.221
23.92
14.600
1.01
102.95
107.26
0.00
2.15
0.216
23.90
14.650
1.00
100.68
104.96
0.00
2.14
0.212
23.87
14.700
0.98
98.41
102.66
0.00
2.13
0.207
23.84
14.750
0.97
96.14
100.36
0.00
2.11
0.203
23.82
14.800
0.96
93.88
98.07
0.00
2.10
0.198
23.79
14.850
0.95
91.62
95.78
0.00
2.08
0.193
23.76
14.900
0.93
89.38
93.50
0.00
2.06
0.188
23.73
14.950
0.92
87.15
91.24
0.00
2.04
0.183
23.70
15.000
0.91
84.94
88.98
0.00
2.02
0.178
23.67
15.050
0.89
82.73
86.74
0.00
2.00
0.173
23.64
15.100
0.88
80.53
84.51
0.00
1.99
0.169
23.61
15.150
0.87
78.35
82.29
0.00
1.97
0.164
23.58
15.200
0.86
76.18
80.08
0.00
1.95
0.160
23.55
15.250
0.84
74.01
77.88
0.00
1.93
0.155
23.52
15.300
0.83
71.86
75.69
0.00
1.91
0.151
23.49
15.350
0.82
69.72
73.51
0.00
1.90
0.146
23.46
15.400
0.81
67.58
71.34
0.00
1.88
0.142
23.43
15.450
0.79
65.46
69.18
0.00
1.86
0.138
23.40
15.500
0.78
63.35
67.04
0.00
1.84
0.134
23.37
15.550
0.77
61.25
64.90
0.00
1.83
0.130
23.34
15.600
0.76
59.15
62.77
0.00
1.81
0.126
23.31
15.650
0.74
57.08
60.65
0.00
1.79
0.121
23.28
15.700
0.73
55.02
58.55
0.00
1.76
0.117
23.24
15.750
0.72
53.00
56.47
0.00
1.74
0.112
23.21
15.800
0.70
50.99
54.42
0.00
1.71
0.107
23.17
15.850
0.69
49.01
52.39
0.00
1.69
0.103
23.14
15.900
0.68
47.05
50.38
0.00
1.66
0.099
23.10
15.950
0.67
45.12
48.40
0.00
1.64
0.095
23.07
16.000
0.65
43.20
46.44
0.00
1.62
0.090
23.04
0.64
44.50
0.086
23.00
16.100
0.63
39.44
42.58
0.00
1.57
0.083
22.97
16.150
0.62
37.58
40.68
0.00
1.55
0.079
22.94
16.200
0.61
35.75
38.81
0.00
1.53
0.075
22.91
16.250
0.60
33.95
36.96
0.00
1.50
0.072
22.88
16.300
0.59
32.16
35.13
0.00
1.48
0.069
22.85
16.350
0.58
30.40
33.33
0.00
1.46
0.066
22.81
16.400
0.57
28.69
31.55
0.00
1.43
0.062
22.78
16.450
0.56
27.03
29.82
0.00
1.39
0.058
22.73
16.500
0.56
25.44
28.15
0.00
1.36
0.054
22.69
16.550
0.55
23.89
26.54
0.00
1.32
0.050
22.65
16.600
0.54
22.41
24.99
0.00
1.29
0.047
22.61
16.650
0.54
20.97
23.49
0.00
1.26
0.043
22.57
16.700
0.53
19.59
22.04
0.00
1.23
0.041
22.53
16.750
0.53
18.25
20.65
0.00
1.20
0.038
22.50
16.800
0.52
16.96
19.30
0.00
1.17
0.035
22.46
16.850
0.52
15.71
18.00
0.00
1.14
0.033
22.43
16.900
0.51
14.51
16.74
0.00
1.11
0.031
22.40
16.950
0.50
13.35
15.53
0.00
1.09
0.029
22.37
17.000
0.50
12.23
14.35
0.00
1.06
0.027
22.34
18.000
0.39
2.53
3.49
0.00
0.48
0.005
21.87
19.000
0.33
1.08
1.75
0.00
0.34
0.002
21.72
20.000
0.30
0.97
1.57
0.00
0.30
0.002
21.68
25.150
0.00
0.00
0.01
0.00
0.00
0.000
21.30
26.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
30.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
40.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
50.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
60.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
Pond Routing Calculations (Total Out)
Time Flow (Total In)
2S/t - 0
2S/t + 0
Infiltration Flow (Outlet) Volume Elevation
(hours) (ft3/s)
(ft3/s)
(ft3/s)
(ft3/s) (ft3/s) (ac-ft) (ft)
0.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
1.200
0.00
0.01
0.01
0.00
0.00
0.000
21.30
11.000
2.60
68.16
71.35
0.00
1.60
0.143
23.01
11.050
2.66
70.18
73.42
0.00
1.62
0.147
23.04
11.100
2.71
72.27
75.55
0.00
1.64
0.151
23.07
11.150
2.78
74.44
77.77
0.00
1.66
0.156
23.10
11.200
2.86
76.72
80.08
0.00
1.68
0.161
23.13
11.250
2.96
79.11
82.53
0.00
1.71
0.166
23.17
11.300
3.07
81.67
85.14
0.00
1.73
0.172
23.20
11.350
3.20
84.42
87.95
0.00
1.76
0.178
23.24
11.400
3.35
87.39
90.97
0.00
1.79
0.184
23.29
11.450
3.51
90.60
94.24
0.00
1.82
0.191
23.33
11.500
3.67
94.09
97.78
0.00
1.85
0.198
23.37
11.550
3.87
97.88
101.63
0.00
1.88
0.205
23.42
11.600
4.11
102.04
105.86
0.00
1.91
0.214
23.48
11.650
4.49
106.75
110.64
0.00
1.94
0.223
23.54
11.700
5.02
112.28
116.26
0.00
1.99
0.235
23.61
11.750
5.76
118.99
123.06
0.00
2.04
0.249
23.69
11.800
6.72
127.27
131.47
0.00
2.10
0.267
23.80
11.850
7.88
137.54
141.87
0.00
2.17
0.288
23.92
11.900
9.25
150.19
154.68
0.00
2.24
0.314
24.06
11.950
10.93
165.69
170.37
0.00
2.34
0.347
24.24
12.000
13.08
184.82
189.71
0.00
2.45
0.387
24.45
12.050
15.79
203.66
213.69
0.00
5.02
0.431
24.67
12.100
18.84
223.85
238.29
0.00
7.22
0.477
24.89
12.150
21.71
249.00
264.39
0.00
7.69
0.529
25.13
12.200
23.80
278.20
294.51
0.00
8.15
0.591
25.40
12.250
24.71
301.03
326.72
0.00
12.84
0.648
25.63
12.300
24.36
313.98
350.11
0.00
18.06
0.686
25.79
12.350
23.02
318.41
361.37
0.00
21.48
0.702
25.85
12.400
21.13
318.85
362.56
0.00
21.86
0.704
25.86
12.450
19.01
317.55
358.98
0.00
20.71
0.699
25.84
12.500
16.90
315.55
353.46
0.00
18.95
0.691
25.81
12.550
14.91
312.46
347.37
0.00
17.45
0.681
25.77
12.600
13.05
308.62
340.42
0.00
15.90
0.670
25.72
12.650
11.32
304.51
332.99
0.00
14.24
0.658
25.68
12.700
9.79
300.42
325.62
0.00
12.60
0.646
25.63
12.750
8.49
296.60
318.71
0.00
11.06
0.635
25.58
12.800
7.43
293.17
312.52
0.00
9.68
0.626
25.54
12.850
6.57
290.21
307.18
0.00
8.48
0.617
25.51
12.900
5.89
286.20
302.68
0.00
8.24
0.608
25.47
12.950
5.34
281.06
297.43
0.00
8.18
0.597
25.42
13.000
4.88
275.04
291.28
0.00
8.12
0.585
25.37
13.050
4.50
268.33
284.43
0.00
8.05
0.571
25.31
13.100
4.18
261.16
277.01
0.00
7.92
0.555
25.24
13.150
3.90
253.67
269.23
0.00
7.78
0.539
25.17
13.200
3.66
245.95
261.22
0.00
7.64
0.523
25.10
13.250
3.46
238.09
253.06
0.00
7.49
0.506
25.02
13.300
3.29
230.15
244.83
0.00
7.34
0.490
24.95
13.350
3.16
222.22
236.60
0.00
7.19
0.473
24.87
13.400
3.05
214.46
228.42
0.00
6.98
0.457
24.80
13.450
2.95
208.61
220.46
0.00
5.92
0.443
24.73
13.500
2.87
204.21
214.44
0.00
5.12
0.432
24.67
13.550
2.80
200.87
209.88
0.00
4.51
0.424
24.63
13.600
2.74
198.32
206.41
0.00
4.05
0.418
24.60
13.650
2.68
196.36
203.73
0.00
3.69
0.413
24.58
13.700
2.62
194.84
201.66
0.00
3.41
0.409
24.56
13.750
2.57
193.64
200.03
0.00
3.19
0.406
24.55
13.800
2.52
192.69
198.73
0.00
3.02
0.404
24.54
13.850
2.47
191.91
197.67
0.00
2.88
0.402
24.53
13.900
2.41
191.27
196.79
0.00
2.76
0.401
24.52
13.950
2.36
190.72
196.05
0.00
2.66
0.399
24.51
14.000
2.31
190.25
195.40
0.00
2.58
0.398
24.51
14.050
2.27
189.83
194.83
0.00
2.50
0.397
24.50
14.100
2.22
189.37
194.31
0.00
2.47
0.396
24.50
14.150
2.17
188.82
193.76
0.00
2.47
0.395
24.49
14.200
2.13
188.19
193.12
0.00
2.46
0.394
24.48
14.250
2.09
187.48
192.40
0.00
2.46
0.392
24.48
14.300
2.05
186.70
191.61
0.00
2.46
0.391
24.47
14.350
2.02
185.86
190.77
0.00
2.45
0.389
24.46
14.400
1.99
184.97
189.86
0.00
2.45
0.387
24.45
14.450
1.96
184.02
188.91
0.00
2.44
0.385
24.44
14.500
1.93
183.04
187.91
0.00
2.44
0.383
24.43
14.550
1.90
182.00
186.87
0.00
2.43
0.381
24.42
14.600
1.88
180.93
185.78
0.00
2.43
0.379
24.41
14.650
1.85
179.82
184.66
0.00
2.42
0.376
24.39
14.700
1.83
178.67
183.50
0.00
2.41
0.374
24.38
14.750
1.80
177.49
182.30
0.00
2.41
0.372
24.37
14.800
1.78
176.27
181.07
0.00
2.40
0.369
24.36
14.850
1.75
175.02
179.80
0.00
2.39
0.366
24.34
14.900
1.73
173.73
178.50
0.00
2.39
0.364
24.33
14.950
1.71
172.41
177.17
0.00
2.38
0.361
24.32
15.000
1.68
171.06
175.80
0.00
2.37
0.358
24.30
15.050
1.66
169.67
174.40
0.00
2.36
0.355
24.29
15.100
1.64
168.26
172.97
0.00
2.35
0.352
24.27
15.150
1.61
166.82
171.51
0.00
2.35
0.349
24.25
15.200
1.59
165.34
170.02
0.00
2.34
0.346
24.24
15.250
1.57
163.84
168.50
0.00
2.33
0.343
24.22
15.300
1.54
162.31
166.95
0.00
2.32
0.339
24.20
15.350
1.52
160.76
165.37
0.00
2.31
0.336
24.18
15.400
1.49
159.17
163.77
0.00
2.30
0.333
24.17
15.450
1.47
157.56
162.14
0.00
2.29
0.329
24.15
15.500
1.45
155.92
160.48
0.00
2.28
0.326
24.13
15.550
1.42
154.26
158.79
0.00
2.27
0.322
24.11
15.600
1.40
152.56
157.08
0.00
2.26
0.319
24.09
15.650
1.38
150.85
155.34
0.00
2.25
0.315
24.07
15.700
1.35
149.10
153.58
0.00
2.24
0.312
24.05
15.750
1.33
147.34
151.79
0.00
2.23
0.308
24.03
15.800
1.31
145.54
149.97
0.00
2.21
0.304
24.01
15.850
1.28
143.72
148.13
0.00
2.20
0.300
23.99
15.900
1.26
141.88
146.27
0.00
2.19
0.297
23.97
15.950
1.24
140.02
144.38
0.00
2.18
0.293
23.95
16.000
1.21
138.13
142.46
0.00
2.17
0.289
23.92
16.050
1.19
136.21
140.53
0.00
2.16
0.285
23.90
16.100
1.17
134.28
138.57
0.00
2.15
0.281
23.88
16.150
1.14
132.32
136.59
0.00
2.13
0.277
23.86
16.200
1.12
130.35
134.59
0.00
2.12
0.273
23.84
16.250
1.11
128.36
132.58
0.00
2.11
0.269
23.81
16.300
1.09
126.36
130.55
0.00
2.10
0.265
23.79
16.350
1.07
124.36
128.52
0.00
2.08
0.261
23.76
16.400
1.06
122.37
126.49
0.00
2.06
0.257
23.74
16.450
1.04
120.37
124.47
0.00
2.05
0.252
23.71
16.500
1.03
118.38
122.45
0.00
2.03
0.248
23.69
16.550
1.02
116.40
120.43
0.00
2.02
0.244
23.66
16.600
1.01
114.42
118.43
0.00
2.00
0.240
23.64
16.650
1.00
112.45
116.43
0.00
1.99
0.235
23.61
16.700
0.99
110.49
114.44
0.00
1.97
0.231
23.58
16.750
0.98
108.54
112.46
0.00
1.96
0.227
23.56
16.800
0.97
106.60
110.49
0.00
1.94
0.223
23.54
16.850
0.96
104.67
108.52
0.00
1.93
0.219
23.51
16.900
0.95
102.74
106.57
0.00
1.91
0.215
23.49
16.950
0.93
100.83
104.62
0.00
1.90
0.211
23.46
17.000
0.92
98.92
102.69
0.00
1.88
0.207
23.44
18.000
0.72
63.35
66.44
0.00
1.55
0.133
22.94
19.000
0.61
35.27
37.63
0.00
1.18
0.074
22.48
20.000
0.55
18.29
19.95
0.00
0.83
0.037
22.14
26.050
0.00
0.00
0.01
0.00
0.00
0.000
21.30
30.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
40.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
50.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
60.000
0.00
0.00
0.00
0.00
0.00
0.000
21.30
POND B 1-YR HYDROGRAPH (OUTS
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 0.050 hours
Time on left represents time for first value in each row.
Time Flow Flow Flow Flow Flow
(hniirc) (ft3k) (ft3/c) (ft3/c) (ft3/c) (ff3k)
3.650
0.00
0.00
0.00
0.00
0.00
3.900
0.00
0.00
0.01
0.01
0.01
4.900
0.02
0.03
0.03
0.03
0.03
5.900
0.05
0.05
0.05
0.05
0.05
6.900
0.08
0.08
0.09
0.09
0.09
7.900
0.13
0.14
0.14
0.14
0.14
8.900
0.22
0.22
0.23
0.23
0.24
9.150
0.25
0.25
0.26
0.26
0.27
9.400
0.28
0.28
0.29
0.30
0.30
9.650
0.31
0.32
0.32
0.33
0.34
9.900
0.34
0.35
0.36
0.36
0.37
10.150
0.38
0.39
0.39
0.40
0.40
10.400
0.41
0.41
0.42
0.42
0.43
10.650
0.44
0.45
0.46
0.47
0.48
10.900
0.49
0.50
0.51
0.52
0.53
11.150
0.55
0.56
0.57
0.59
0.61
11.400
0.63
0.65
0.68
0.70
0.74
11.650
0.77
0.82
0.88
0.96
1.04
11.900
1.09
1.15
1.24
1.34
1.47
12.150
1.56
1.66
1.78
1.86
1.94
12.400
2.00
2.06
2.10
2.13
2.15
12.650
2.17
2.17
2.18
2.18
2.17
12.900
2.17
2.16
2.15
2.14
2.13
13.150
2.12
2.10
2.09
2.07
2.05
13.400
2.03
2.01
1.99
1.97
1.95
13.650
1.93
1.91
1.89
1.87
1.85
13.900
1.83
1.82
1.79
1.77
1.74
14.150
1.71
1.69
1.66
1.63
1.61
14.400
1.58
1.56
1.54
1.51
1.49
14.650
1.46
1.44
1.40
1.36
1.32
14.900
1.28
1.25
1.22
1.18
1.15
15.150
1.12
1.09
1.07
1.04
0.98
15.400
0.91
0.86
0.80
0.76
0.71
15.650
0.68
0.64
0.61
0.58
0.56
15.900
0.53
0.51
0.49
0.47
0.46
16.150
0.44
0.43
0.41
0.40
0.37
16.400
0.34
0.32
0.31
0.30
0.29
16.650
0.29
0.28
0.28
0.28
0.27
16.900
0.27
0.27
0.26
0.26
0.26
17.150
0.26
0.25
0.25
0.25
0.24
17.400
0.24
0.24
0.24
0.23
0.23
17.650
0.23
0.22
0.22
0.22
0.22
17.900
0.21
0.21
0.21
0.20
0.20
18.150
0.20
0.20
0.19
0.19
0.19
18.400
0.19
0.19
0.18
0.18
0.18
18.650
0.18
0.18
0.18
0.18
0.18
18.900
0.18
0.17
0.17
0.17
0.17
19.150
0.17
0.17
0.17
0.17
0.17
19.400
0.17
0.17
0.17
0.16
0.16
19.650
0.16
0.16
0.16
0.16
0.16
19.900
0.16
0.16
0.16
0.16
0.15
20.900
0.14
0.14
0.14
0.14
0.14
21.900
0.13
0.13
0.13
0.13
0.13
22.900
0.12
0.12
0.12
0.12
0.11
23.900
0.10
0.10
0.10
0.10
0.10
24.150
0.10
0.09
0.08
0.07
0.06
24.400
0.05
0.04
0.03
0.02
0.02
24.650
0.01
0.01
0.01
0.01
0.00
24.900
0.00
0.00
0.00
0.00
(N/A)
POND B 100-YR HYDROGRAPH (OUT)-
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 0.050 hours
Time on left represents time for first value in each row.
Time Flow Flow Flow Flow Flow
(hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) (ft3/s)
1.200
0.00
0.00
0.00
0.00
0.01
1.450
0.01
0.01
0.02
0.02
0.03
1.700
0.03
0.04
0.04
0.05
0.05
1.950
0.06
0.07
0.07
0.08
0.08
2.200
0.09
0.09
0.10
0.10
0.11
3.200
0.20
0.20
0.21
0.22
0.22
4.200
0.31
0.31
0.32
0.32
0.33
5.200
0.40
0.40
0.40
0.41
0.41
6.200
0.46
0.46
0.46
0.47
0.47
7.200
0.58
0.58
0.59
0.60
0.61
8.200
0.76
0.77
0.78
0.79
0.80
8.450
0.81
0.83
0.84
0.85
0.87
8.700
0.88
0.90
0.91
0.93
0.95
8.950
0.96
0.98
1.00
1.02
1.03
9.200
1.04
1.05
1.06
1.07
1.08
9.450
1.10
1.11
1.12
1.13
1.14
9.700
1.16
1.17
1.18
1.20
1.21
9.950
1.23
1.24
1.26
1.27
1.29
10.200
1.30
1.32
1.34
1.36
1.37
10.450
1.39
1.41
1.43
1.45
1.47
10.700
1.49
1.50
1.52
1.54
1.56
10.950
1.58
1.60
1.62
1.64
1.66
11.200
1.68
1.71
1.73
1.76
1.79
11.450
1.82
1.85
1.88
1.91
1.94
11.700
1.99
2.04
2.10
2.17
2.24
11.950
2.34
2.45
5.02
7.22
7.69
12.200
8.15
12.84
18.06
21.48
21.86
12.450
20.71
18.95
17.45
15.90
14.24
12.700
12.60
11.06
9.68
8.48
8.24
12.950
8.18
8.12
8.05
7.92
7.78
13.200
7.64
7.49
7.34
7.19
6.98
13.450
5.92
5.12
4.51
4.05
3.69
13.700
3.41
3.19
3.02
2.88
2.76
13.950
2.66
2.58
2.50
2.47
2.47
14.200
2.46
2.46
2.46
2.45
2.45
14.450
2.44
2.44
2.43
2.43
2.42
14.700
2.41
2.41
2.40
2.39
2.39
14.950
2.38
2.37
2.36
2.35
2.35
15.200
2.34
2.33
2.32
2.31
2.30
15.450
2.29
2.28
2.27
2.26
2.25
15.700
2.24
2.23
2.21
2.20
2.19
15.950
2.18
2.17
2.16
2.15
2.13
16.200
2.12
2.11
2.10
2.08
2.06
16.450
2.05
2.03
2.02
2.00
1.99
16.700
1.97
1.96
1.94
1.93
1.91
16.950
1.90
1.88
1.87
1.85
1.84
17.200
1.83
1.81
1.79
1.78
1.76
18.200
1.48
1.47
1.45
1.43
1.41
19.200
1.12
1.10
1.09
1.08
1.06
20.200
0.77
0.76
0.75
0.74
0.72
21.200
0.59
0.59
0.58
0.58
0.57
22.200
0.51
0.50
0.50
0.50
0.49
23.200
0.45
0.44
0.44
0.44
0.44
23.450
0.43
0.43
0.43
0.43
0.42
23.700
0.42
0.42
0.42
0.41
0.41
23.950
0.41
0.41
0.40
0.40
0.39
24.200
0.37
0.35
0.32
0.28
0.25
24.450
0.22
0.19
0.16
0.14
0.12
24.700
0.10
0.08
0.07
0.06
0.05
24.950
0.04
0.03
0.03
0.02
0.02
25.200
0.02
0.01
0.01
0.01
0.01
25.450
0.01
0.00
0.00
0.00
0.00
25.700
0.00
0.00
0.00
0.00
0.00
POND B 10-YR HYDROGRAPH (OUT)
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 0.050 hours
Time on left represents time for first value in each row.
Time Flow Flow Flow Flow Flow
(hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) (ft3/s)
2.100
0.00
0.00
0.00
0.00
0.01
2.350
0.01
0.01
0.01
0.01
0.02
2.600
0.02
0.02
0.02
0.02
0.03
2.850
0.03
0.03
0.03
0.04
0.04
3.100
0.04
0.04
0.05
0.05
0.05
4.100
0.09
0.10
0.10
0.10
0.10
5.100
0.15
0.15
0.15
0.15
0.16
6.100
0.20
0.20
0.20
0.21
0.21
7.100
0.29
0.29
0.30
0.30
0.31
8.100
0.40
0.40
0.40
0.41
0.41
8.350
0.42
0.42
0.43
0.43
0.44
8.600
0.45
0.46
0.47
0.48
0.48
8.850
0.49
0.50
0.51
0.53
0.54
9.100
0.55
0.56
0.57
0.58
0.59
9.350
0.60
0.62
0.63
0.64
0.65
9.600
0.67
0.68
0.69
0.70
0.72
9.850
0.73
0.74
0.76
0.77
0.78
10.100
0.80
0.81
0.82
0.84
0.85
10.350
0.87
0.88
0.90
0.92
0.94
10.600
0.96
0.98
1.00
1.02
1.04
10.850
1.04
1.05
1.06
1.07
1.09
11.100
1.10
1.11
1.13
1.14
1.16
11.350
1.18
1.20
1.22
1.25
1.28
11.600
1.32
1.35
1.40
1.46
1.50
11.850
1.56
1.63
1.71
1.82
1.91
12.100
2.03
2.15
2.28
2.40
3.55
12.350
5.97
7.12
7.25
7.33
7.37
12.600
7.38
7.35
7.29
7.20
7.09
12.850
6.48
5.64
4.94
4.35
3.87
13.100
3.46
3.11
2.82
2.58
2.47
13.350
2.46
2.45
2.44
2.43
2.42
13.600
2.41
2.40
2.39
2.38
2.37
13.850
2.36
2.35
2.33
2.32
2.31
14.100
2.29
2.28
2.27
2.25
2.24
14.350
2.22
2.21
2.20
2.18
2.17
14.600
2.15
2.14
2.13
2.11
2.10
14.850
2.08
2.06
2.04
2.02
2.00
15.100
1.99
1.97
1.95
1.93
1.91
15.350
1.90
1.88
1.86
1.84
1.83
15.600
1.81
1.79
1.76
1.74
1.71
15.850
1.69
1.66
1.64
1.62
1.59
16.100
1.57
1.55
1.53
1.50
1.48
16.350
1.46
1.43
1.39
1.36
1.32
16.600
1.29
1.26
1.23
1.20
1.17
16.850
1.14
1.11
1.09
1.06
1.04
17.100
0.99
0.93
0.88
0.83
0.79
17.350
0.75
0.71
0.68
0.66
0.63
17.600
0.61
0.59
0.57
0.55
0.53
17.850
0.52
0.51
0.49
0.48
0.47
18.100
0.46
0.45
0.44
0.43
0.42
18.350
0.42
0.41
0.40
0.39
0.37
18.600
0.36
0.36
0.35
0.35
0.34
18.850
0.34
0.34
0.34
0.34
0.33
19.100
0.33
0.33
0.33
0.33
0.32
20.100
0.30
0.30
0.29
0.29
0.29
21.100
0.27
0.27
0.27
0.27
0.27
22.100
0.25
0.24
0.24
0.24
0.24
23.100
0.22
0.22
0.22
0.22
0.22
24.100
0.19
0.19
0.17
0.15
0.13
24.350
0.11
0.09
0.07
0.05
0.04
24.600
0.03
0.02
0.02
0.01
0.01
24.850
0.01
0.01
0.00
0.00
0.00
25.100
0.001
0.00
(N/A)
(N/A)
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
SHEET 19 OF44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\016-019-100534-D-CP-001-SWM.dwg

TYPICAL SECTION
Metal gratin (galv. steel)
welded to 1 /g4" steel late
p
$ $
Spot
Anti— weld
vortex
STRUCTURES ARE SHOWN
SCHEMATICALLY. STRUCTURAL
1 /4" steel plate
0.5" x 0.5" max. opening) bolted to EW
2" wide x 1/4"
rebar
plate
DRAWINGS SHALL BE PREPARED AND
OF GRAVEL ENCASEMENT
thick steel
bolted
Lockable
SUBMITTED TO THE DESIGN ENGINEER
FILTER FABRIC—MIRAFI 140—N NOT TO SCALE
Concrete Cradle
3"�24 INCHES 3"�
ring,
A — �j
tt�i o riser
access door
(Do not weld
access door
FOR APPROVAL PRIOR TO
FABRICATION OR CONSTRUCTION. ALL
OR EQUAL
to steel ring)
DESIGNS SHALL BE CERTIFIED BY A
_ _
(WITH AOS OF 70 TO 100)= =III
o 0 0
LICENSED NORTH CAROLINA
-
Single
0.4" 1leYR _
I orifice i� I
Note: Trash Rack
Bar Spacin
PROFESSIONAL ENGINEER. ALL
CONNECTIONS/ JOINTS IN STRUCTURE
" 12"
12 MIN. LAP MIN III=
—_
t
_ NCDOT Std.
I �/ I
/ p
Reba r
—
2 (min.),1 Cmax.)
(min. 2" bar
SHALL BE WATERTIGHT.
I I
( #4—#6 )
1'-0"
spacing does not
apply near apex) 1'-0" (typ.) ^�
STRUCTURAL ENGINEER SHALL
III
$"
I / I I
(tyP•) 1 $ $
PERFORM BUOYANCY CALCULATIONS
9
12" RCP
1/12 D**
I 3" � / 3" I
o + o
To VIeW
P
Trash Rack Detail
BASED ON THE FINAL SHOP
DRAWINGS.
12"
_ _ _
MIN
AGGREGATE
.
12 „
/
�---------------------�
Anti —vortex
( 1 /4" steel)
plate 1/2"
plate
thick steel
( dia. = 1.25 FT )
—III 12"
// / / /
///
Elevation
Trash rack 2 5 Fr
To of riser
= MIN
/j / // // 1/2 (D+2t)
p
TOP RISER ELEV = 30.00
CMP half section
debris hood1 IFT
o close top)
`J
/
1 4" steel late
bolted to EW
—
(open (1' mil
or rebar cage
12" RCP
culvert p a° a —
u
10—Yr Weir
Precast
„
2-4 DIAMETER SCHEDULE 40
// // /j // // // /j // // // /j // 1/4 D*
// /j/ // /j/ // / //
°
a °° ° 3"
riser
segment with �, ,
flat top �1
Li
PVC SLOTTED PIPES (MIN. 5 LONG) TO OUTLET
// // // // // //
° , ° ° °
4
1
_0
� 64 x 18" x /4"
INTO DOWNSTREAM STRUCTURE 2"
.4
° , ° a ° > °° , °° ° °/
t
Metal grating ( galy. steel)
t
(yp•)
gals. plate i
�--(4 at each loin
ABOVE SPILLWAY CONDUIT INVERT.
Concrete material for cradle
fe' = 3,000 PSI fc = 1,600 PSI
/ welded 1 /4" steel plate
1 /4" steel plate / Single 1 24 INCHES(0.5" x 0.5" max. opening )
bolted to EW
1
u
�'bplted to riser) I
Precast riser I•f �
segment ��
.
8" 1 YR
/
1—YR ORIFICE II orifice
OPENING / 1 6"
Watertight
Steps u
�-
8' ROUND
°
connection
u
Note: All joints between
° ° ° ° ° ° ° ° 4. ° ° ° ° ° ° a ° ° °
o 0 0' ° a ° ° o ° °
12" RCP IN precast riser segments
shall be made watertight
/�30"
f c = Ultimate compressive strength of concrete
D° a ° D° ° , °°°a °
° ° °°
MDF
with Butyl Rubber 0—Ring )I
Db Gaskets. ` ��
12 CULVERT OUT = 22.50
f C = Design strength of concrete
NCDO WStd.
12" RCP OUT
° R ° ° ° ° °fl °
°° ° ° ° ° °
1.11
LOW FLOW PIPE IN = 22.50
•
Section
n ° °
Watertic]ht Precast riser �°V °° a °° J Ia 1 0
ff ff
12 PIPE; 8 ROUND ORIFICE
, ° ° ° ° °
°° a o , ° °° °o a
„
* But not less than 6
, ° ° ° o ° ° °
°° ° �° ° ° o
connection segment ° °
with base °° °°° a °°°° 'b�
BOTTOM RISER ELEV = 21.50
** If the pipe is laid in an excavated trench, then
Notes:
o ° °°°°a a ° , ° °o ° °
° ° ' " ° °
the side walls may conform to the trench shape
1) Alternative cage configurations are acceptable as long as the flow velocity thru the
° ° ° ° ' ° ° ° ' ° °
BOTTOM BASE ELEV = 19.50
(ie the trench may become the cradle form)
cage at the max BMP pool elev is less than 0.15 FPS
F,
Concrete closure 2.o FT.
pour in base to
2) This detail (metal grating and steel plate) may be applied directly against rectangular
counteract buoyancy
Source• SCS; ES-154, A2 Cradle
risers.
3) For larger cages (height > 5' ) a 3' X 2' hinged gate with locking
cr
sect "A —A"
4.0 FT
6.0 FT
mechanism shall be installed on the front face of the cage.
Elev. "B—B"
EXTENDED DRAWDOWN
SCHEMATIC DETAIL OF PRE -CAST
STANDARD CONCRETE CRADLE
CIRCULAR RISER AND TRASH RACK
DETAILS FOR CIRCULAR CONDUITS
DEVICE
FOR USE WITH DRY OR EXTENDED
EXTENDING THROUGH DAM EMBANKMENTS (N.T.S.)
(N.T.S.)
DRY DETENTION PONDS (N.T.S.)
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
GRAPHIC SCALE
POND A OUTFALL PROFILE VIEW 5 0 2i5 5 ,I 20
HORIZONTAL SCALE: 1 "=50'
VERTICAL SCALE: 1 "=5'
J O
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mrLL
0-
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-0
COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=50'
V: 1 "=5'
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\020-022-1 00534-D-CP-001 -PON D.dwg
( IN FEET )
1 inch = 5 ft.
SHEET 20 OF 44

TYPICAL SECTION
Metal gratin (galv. steel)
welded to 1 /g4" steel late
p
$ $
Spot
Anti— weld
vortex
STRUCTURES ARE SHOWN
SCHEMATICALLY. STRUCTURAL
1 /4" steel plate
0.5" x 0.5" max. opening) bolted to EW
2" wide x 1/4"
rebar
plate
DRAWINGS SHALL BE PREPARED AND
OF GRAVEL ENCASEMENT
thick steel
bolted
Lockable
SUBMITTED TO THE DESIGN ENGINEER
FILTER FABRIC—MIRAFI 140—N NOT TO SCALE
Concrete Cradle
3"�24 INCHES 3"�
ring,
A — �j
tt�i o riser
access door
(Do not weld
access door
FOR APPROVAL PRIOR TO
FABRICATION OR CONSTRUCTION. ALL
OR EQUAL
to steel ring)
DESIGNS SHALL BE CERTIFIED BY A
_ _
(WITH AOS OF 70 TO 100)= =III
o 0 0
LICENSED NORTH CAROLINA
-
Single
0.4" 1leYR _
I orifice i� I
Note: Trash Rack
Bar Spacin
PROFESSIONAL ENGINEER. ALL
CONNECTIONS/ JOINTS IN STRUCTURE
" 12"
12 MIN. LAP MIN III=
—_
t
_ NCDOT Std.
I �/ I
/ p
Reba r
—
2 (min.),1 Cmax.)
(min. 2" bar
SHALL BE WATERTIGHT.
I I
( #4—#6 )
1'-0"
spacing does not
apply near apex) 1'-0" (typ.) ^�
STRUCTURAL ENGINEER SHALL
III
$"
I / I I
(tyP•) 1 $ $
PERFORM BUOYANCY CALCULATIONS
9
12" RCP
1/12 D**
I 3" � / 3" I
o + o
To VIeW
P
Trash Rack Detail
BASED ON THE FINAL SHOP
DRAWINGS.
12"
_ _ _
MIN
AGGREGATE
.
12 „
/
�---------------------�
Anti —vortex
( 1 /4" steel)
plate 1/2"
plate
thick steel
( dia. = 1.25 FT )
—III 12"
// / / /
///
Elevation
Trash rack 2 5 Fr
To of riser
= MIN
/j / // // 1/2 (D+2t)
p
TOP RISER ELEV = 24.50
CMP half section
debris hood1 FT
o close top)
`J
/
1 4" steel late
bolted to EW
—
(open (1' mil
or rebar cage
12" RCP
culvert p a° a —
u
10—Yr Weir
Precast
„
2-4 DIAMETER SCHEDULE 40
// // /j // // // /j // // // /j // 1/4 D*
// /j/ // /j/ // / //
°
a °° ° 3"
riser
segment with �, ,
flat top �1
Li
PVC SLOTTED PIPES (MIN. 5 LONG) TO OUTLET
// // // // // //
° , ° ° °
_0
� 64 x 18" x /4"
INTO DOWNSTREAM STRUCTURE 2"
° , ° a ° > °° , °° ° °/ 4 .4
Metal grating ( galy. steel)
t
1
t
(yp•)
gals. plate i
�--(4 at each loin
ABOVE SPILLWAY CONDUIT INVERT.
Concrete material for cradle
fe' = 3,000 PSI fc = 1,600 PSI
/ welded 1 /4" steel plate
1 /4" steel plate / Single 1 24 INCHES(0.5" x 0.5" max. opening )
bolted to EW
u
�'bplted to riser) I
Precast riser I•f �
segment ��
.
8" 1 YR 1
/
1—YR ORIFICE II orifice
OPENING / 1 6"
Watertight
Steps u
�-
8' ROUND
°
connection
u
Note: All joints between
° ° ° ° ° ° ° ° 4. ° ° ° ° ° ° a ° ° °
o 0 0' ° a ° ° o ° °
12" RCP IN precast riser segments
shall be made watertight
/�30"
f c = Ultimate compressive strength of concrete
D° a ° D° ° , °°°a °
° ° °°
MDF
with Butyl Rubber 0—Ring )I
Db Gaskets. ` ��
12 CULVERT OUT = 21.30
f C = Design strength of concrete
NCDO WStd.
12" RCP OUT
° R ° ° ° ° °fl °
°° ° ° ° ° °
1.11
LOW FLOW PIPE IN = 21.30
•
Section
n ° °
Watertic]ht Precast riser �°V °° a °° J Ia 1 0
ff ff
12 PIPE; 8 ROUND ORIFICE
• ° ° ° ° °
°° a o , ° °° °o a
„
* But not less than 6
, ° ° ° o ° ° °
°° ° �° ° ° o
connection segment ° °
with base °° °°° a °°°° 'b�
BOTTOM RISER ELEV = 20.30
** If the pipe is laid in an excavated trench, then
Notes:
o ° °°°°a a ° , ° °o ° °
° ° ' " ° °
the side walls may conform to the trench shape
1) Alternative cage configurations are acceptable as long as the flow velocity thru the
° ° ° ° ' °' ° ' ° °
2.o FT.
BOTTOM BASE ELEV = 18.30
(ie the trench may become the cradle form)
cage at the max BMP pool elev is less than 0.15 FPS
F,
Concrete closure
in base to
2) This detail (metal grating and steel plate) may be applied directly against rectangular
pour
counteract buoyancy
Source: SCS; ES-154, A2 Cradle
risers.
3) For larger cages (height > 5' ) a 3' X 2' hinged gate with locking
Sect "A —A"
4.0 FT
6.0 FT
mechanism shall be installed on the front face of the cage.
Elev. "B—B"
EXTENDED DRAWDOWN
SCHEMATIC DETAIL OF PRE -CAST
STANDARD CONCRETE CRADLE
CIRCULAR RISER AND TRASH RACK
DETAILS FOR CIRCULAR CONDUITS
DEVICE
FOR USE WITH DRY OR EXTENDED
EXTENDING THROUGH DAM EMBANKMENTS (N.T.S.)
(N.T.S.)
DRY DETENTION PONDS (N.T.S.)
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POND B OUTFALL PROFILE VIEW
HORIZONTAL SCALE: 1 "= 50'
VERTICAL SCALE: 1 "= 5'
( IN FEET )
1 inch = 5 ft.
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=50'
V: 1 "=5'
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534 -Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\020-022-1 00534-D-CP-001 -PON D.dwg
SHEET 21 OF44

NOTES FOR CONCRETE USED IN CONSTRUCTION OF DAMS
1. UNLESS OTHERWISE SPECIFIED IN THE APPROVED SITE OR CONSTRUCTION PLAN, THE FOLLOWING APPLY TO ALL
CONCRETE. MINIMUM STRENGTH IS 3,000 POUNDS. MINIMUM SLUMP IS 1" AND MAXIMUM SLUMP IS 3". CEMENT
SHALL BE TYPE I; IF SOIL IS FOUND TO BE HIGH IN SOLUBLE SULFATES, TYPE V SHOULD BE USED AFTER
CONSULTING WITH THE DESIGN ENGINEER (OR THE ENGINEER WHO IS TO CERTIFY THE STRUCTURE). EXPOSED
CONCRETE WILL BE WATER CURED OR COVERED WITH CLEAR OR WHITE POLYETHYLENE FILM. ALL MATERIALS SHALL
CONFORM TO APPROPRIATE ASTMS. FORMS SHALL BE CLEAR OF SOIL AND OTHER MATERIALS. CHAMFER STRIPS
SHALL BE PLACED IN THE CORNERS OF THE FORMS AND AT THE TOPS OF WALL PLACEMENTS TO PRODUCE
BEVELED EDGES ON PERMANENTLY EXPOSED CONCRETE SURFACES. EDGES OF CONSTRUCTION JOINTS SHALL NOT
BE BEVELED EXCEPT WHERE INDICATED ON THE DRAWINGS. CONSOLIDATION OF ALL CONCRETE SHALL BE BY
IMMERSION -TYPE VIBRATORS OPERATED IN A NEARLY VERTICAL POSITION. CONCRETE SHALL BE PLACED
ACCORDING TO AMERICAN CONCRETE INSTITUTE (ACI) PROCEDURES FOR HOT AND COLD WEATHER CONCRETE.
2. UNLESS IT HAS BEEN SHOWN THAT THE ENTRAINED AIR CONTENT OF THE CONCRETE IS AT LEAST 4%, BY
VOLUME, AS DISCHARGED AT PLACEMENT, AN AIR ENTRAINING ADMIXTURE SHALL BE USED IN THE CONCRETE. THE
ADMIXTURE SHALL CONFORM TO ASTM C 260; ANY AIRENTRAINING ADMIXTURE USED WITH TYPE F OR G CHEMICAL
ADMIXTURE SHALL BE NEUTRALIZED VINSOL RESIN FORMULATION. ALL ADMIXTURES WILL BE USED AS SPECIFIED IN
THE DESIGNS OR AS APPROVED BY THE DESIGN OR CERTIFYING ENGINEER. ANY ADMIXTURE, SUCH AS CALCIUM
CHLORIDE, OR COMBINATION OF ADMIXTURES WHICH WILL INTRODUCE MORE THAN 0.1% CHLORIDE (TO CEMENT, BY
WEIGHT) SHALL NOT BE USED IN CONCRETE IN WHICH ALUMINUM GALVANIZED METALWORK OR PRESTRESSING
STEEL IS TO BE EMBEDDED.
3. NOTE REBAR SCHEDULE IN DRAWINGS. LUBRICATION OF FORMS IS REQUIRED UNLESS OTHERWISE SPECIFIED. FORMS
SHALL BE REMOVED WITHIN 24 HOURS AFTER THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT DAMAGE
BY CAREFUL FORM REMOVAL AND SPECIFIED REPAIR AND CURING WILL BE COMMENCED IMMEDIATELY THEREAFTER.
4. ALL MATERIALS TO BE WITHIN THE CONCRETE SHALL BE APPROPRIATE METAL REBAR, ELECTRICALLY WELDED WIRE
FABRIC, MESH, TIES, METAL SUPPORTS, ETC. INTERIOR WOODEN BRACES ARE NOT ACCEPTABLE. BEFORE
REINFORCEMENT IS EMBEDDED IN THE CONCRETE, THE SURFACES OF THE BARS, FABRIC AND SUPPORTS SHALL BE
CLEANED OF HEAVY FLAKY RUST, LOOSE MILL SCALE, DIRT, GREASE OR OTHER FOREIGN SUBSTANCES WHICH ARE
OBJECTIONABLE. HEAVY FLAKE RUST WHICH CAN BE REMOVED BY FIRM RUBBING WITH BURLAP, OR EQUIVALENT
TREATMENT, IS CONSIDERED OBJECTIONABLE. PLASTIC FORM SPACERS ARE ACCEPTABLE. WHERE APPLICABLE,
FIBER REINFORCEMENT IS ACCEPTABLE. EMBEDDED TIES FOR HOLDING FORMS SHALL REMAIN EMBEDDED AND
EXCEPT WHERE F1 FINISH IS PERMITTED, SHALL TERMINATE NOT LESS THAN TWO DIAMETERS OR TWICE THE
MINIMUM DIMENSION OF THE TIE, WHICHEVER IS GREATER, FROM THE FORMED SURFACES OF THE CONCRETE.
RECESSES SHALL BE FILLED WITH APPROPRIATE MATERIAL.
5. ALL CONCRETE SHALL BE VIBRATED OR SUPER -PLASTICIZED IT SHALL NOT BE "WATERED DOWN" TO MAKE IT
FLOW.
6. WHERE CONCRETE IS USED TO BED PIPE LARGER THAN 12 INCHES IN DIAMETER, IT SHALL BE VIBRATED OR
SUPER -PLASTICIZED
7. POND RISERS SHALL BE PROPERLY SUPPORTED BY METAL OR CONCRETE BLOCKS PRIOR TO POURING THE BASE.
AN ALTERNATIVE WOULD BE TO POUR THE BASE TO THE ELEVATION OF THE BOTTOM OF THE RISER, SET THE
BOTTOM UNIT OF THE RISER IN PLACE AND THEN FINISH POURING THE BASE.
8. CONCRETE SURFACES LIKELY TO BE WALKED UPON, SUCH AS CHANNEL TYPE SPILLWAYS, SHALL HAVE A ROUGH
SURFACE TO IMPROVE TRACTION.
9. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICAL IN ITS FINAL POSITION AND SHALL NOT BE ALLOWED
TO FLOW IN SUCH A MANNER THAT THE LATERAL MOVEMENT WILL CAUSE SEGREGATION OF THE COARSE
AGGREGATE FROM THE CONCRETE MASS. METHODS AND EQUIPMENT EMPLOYED IN DEPOSITING CONCRETE IN FORMS
SHALL MINIMIZE CLUSTERS OF COARSE AGGREGATE. CLUSTERS THAT OCCUR SHALL BE SCATTERED BEFORE THE
CONCRETE IS VIBRATED. PLACING OF ADDITIONAL CONCRETE IN FORMS SHALL NOT BE DELAYED SO LONG THAT
THE CONCRETE PLACED BEFORE THE DELAY IS NOT READILY PENETRATED BY VIBRATORS. IT IS ESPECIALLY
IMPORTANT THAT ADEQUATE CONSOLIDATION BE ACHIEVED IN THE CONCRETE AT THE INTERFACE OF THE FRESH
CONCRETE AND THE UNDERLYING CONCRETE. THE VIBRATOR SHALL REPEATEDLY PENETRATE AND THOROUGHLY
RECONSOLIDATE THE UPPER PORTION OF THE UNDERLYING CONCRETE WHICH WAS PLACED BEFORE THE DELAY.
10. WHERE LIFT HOLES ARE PERMITTED IN CONCRETE PIPE, THEY SHALL BE FULLY GROUTED AND THE SURFACE OF
THE GROUT ON THE INSIDE OF THE PIPE SHALL BE UNIFORM WITH THE INSIDE WALL OF THE PIPE. PIPE IN WHICH
THE SMALLEST DIMENSION (DIAMETER IN ROUND PIPE) IS LESS THAN 36 INCHES SHALL NOT CONTAIN LIFT HOLES.
LIFT HOLES ARE NOT PERMITTED IN POND BARRELS. WHERE PIPES ENTER RISERS, JUNCTION BOXES, MANHOLES,
ETC., THE SPACE BETWEEN THE OUTSIDE WALL OF THE PIPE AND THE WALL OF THE OPENING SHALL BE FILLED
WITH APPROPRIATE NON -SHRINKING CEMENT PASTE OR CEMENT MORTAR. WHERE THE OPENINGS ARE LARGE,
CONCRETE BRICKS MAY ALSO BE USED. OTHER TYPES (CLAY, CINDERBLOCK) OF BRICK ARE NOTACCEPTABLE. ALL
SURFACES OF THE BRICKS MUST BE COVERED WITH CEMENT. THE FINISHED SURFACES OF THE CEMENT MUST BE
UNIFORM WITH THE INSIDE AND OUTSIDE WALLS OF THE STRUCTURE. THE SURFACES SHALL BE SMOOTH TO
MINIMIZE ADVERSE EFFECTS OF FREEZING AND THAWING AND BRICKS SHALL NOT BE VISIBLE. 0-RINGS SHALL BE
PROPERLY LUBRICATED AND PROPERLY INSTALLED. ALL OTHER TYPES OF JOINTS SHALL BE PROPERLY SEALED.
CONCRETE RISER SEGMENTS SHALL BE CONNECTED BY BOLTING FOUR GALVANIZED OR STAINLESS STEEL PLATES
(6" X 18" X 1/4" MIN.), UNIFORMLY SPACED, TO EACH PAIR OF ADJOINING SEGMENTS.
11. THE BOTTOMS OF ALL RISERS, MANHOLES, JUNCTION BOXES, ETC. SHALL BE SHAPED IN ACCORDANCE WITH
NCDOT STANDARDS.
MAINTENANCE PLAN FOR STORMWATER DETENTION & RETENTION PONDS
1. THESE SWM FACILITIES ARE DETENTION PONDS; THEY WILL STORE WATER DURING PERIODS OF HIGH INTENSITY
RAINFALL. WITHIN SEVERAL HOURS MOST OF THE WATER WILL DRAIN OUT OF THE PONDS. THE PURPOSE OF THIS
TEMPORARY STORAGE IS TO ENSURE THAT THE PEAK RATE/VOLUME OF FLOW TO THE CHANNEL BELOW THE SITE
AREA WERE NOT INCREASED. SUCH INCREASES CAUSE FLOODING AND CHANNEL EROSION DOWNSTREAM FROM THE
POND.
2. MOWING. ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE
SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY
SHOULD BE MOWED AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING
OF LEGUMES SUCH AS SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN
ANY PART OF THE EMERGENCY SPILLWAY.
3. LIMING AND FERTILIZING. THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST
ONCE EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY. LIME AND
FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS.
4. REPLANTING AND OVERSEEDING. IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE
AND SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDINGS. IF VEGETATION COVERS MOST
THAN 40% BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVERSEED IN ACCORDANCE WITH
CURRENT RECOMMENDATIONS.
5. REMOVING TRASH AND DEBRIS. TRASH, LITTER AND VEGETATION WILL BE REMOVED AS NEEDED TO PREVENT
OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF TRASH AND LITTER TO DOWNSTREAM
PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN ATTRACTIVE APPEARANCE AND TO
MINIMIZE WATER POLLUTION.
6. REMOVING SEDIMENT. SOIL MATERIALS (INCLUDING CLAY,SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE
DETENTION POOL OR THE BMP POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY. IF FOREBAYS ARE
INCLUDED IN THE DESIGN, SEDIMENT SHOULD BE REMOVED BEFORE THE FOREBAY LOSES 10% OF THE DESIGN
CAPACITY OF THE FOREBAY.
7. SEDIMENT DISPOSAL. SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL
OF SEDIMENT. WHERE DEEMED NECESSARY OR DESIRABLE, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE
POLLUTANTS BEFORE IT IS REMOVED FROM THE POND.
8. REPAIRS, REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH
RACKS, PIPES, HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN
THE INTEGRITY OF THE STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO
RUST.
9. MAINTENANCE INSPECTIONS. A REPRESENTATIVE OF THE OWNER(S) WILL INSPECT EACH STORMWATER MANAGEMENT
STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR. A REPRESENTATIVE OF THE COUNTY WILL
JOINTLY INSPECT EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE
APPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER(S). WHERE STRUCTURES
ARE TO BE MAINTAINED BY MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS
SET FORTH IN THE MAINTENANCE AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO TOWN
OF SHALLOTTE PERSONNEL UPON REQUEST.
10. MAINTENANCE RECORDS. THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE
DETENTION POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER
OR THE DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE
MAINTENANCE AND REPAIRS PERFORMED COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON
REQUEST.
11. THE SWM FACILITIES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY THE TOWN OF
SHALLOTTE.
THE PURPOSE OF THESE PLANS IS TO PROVIDE THE BASIC INFORMATION REQUIRED TO CONTROL THE CONSTRUCTION OF THE
COMBINATION PRINCIPAL & EMERGENCY SPILLWAYS.
GENERAL SPECIFICATIONS FOR SWM DAM AND FACILITY
1. AREAS UNDER THE EMBANKMENT AND ANY STRUCTURAL WORKS SHALL BE CLEARED, GRUBBED, AND STRIPPED OF
TOPSOIL, ROOTS OR OTHER OBJECTIONABLE MATERIAL. WOODY STEMMED SPECIES, PROPOSED OR EXISTING SHALL NOT BE
PERMITTED WITHIN 25 FT OF EMBANKMENT FILL.
2. THE SUITABILITY AND ACCEPTABILITY OF ALL FILL MATERIAL WILL BE DETERMINED BY REGULAR PERIODIC SOIL ANALYSIS
AND COMPACTION TESTS, WHICH SHALL BE MADE BY A QUALIFIED GEOTECHNICAL ENGINEER.
3. TESTS FOR SOIL ANALYSIS, MOISTURE CONTENT, AND COMPACTION ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
LATEST APPLICABLE ASTM STANDARDS AND SPECIFICATIONS.
4. THE EMBANKMENT MAY BE CONSTRUCTED AS A HOMOGENOUS EMBANKMENT DAM. FILL MATERIAL SHALL BE TAKEN FROM
AN APPROVED, DESIGNATED BORROW AREA. IT SHALL BE FREE OF ROOTS, STUMPS, WOOD, RUBBISH, STONES GREATER
THAN 6 INCHES, AND FROZEN OR OTHER OBJECTIONABLE MATERIALS. FILL MATERIAL FOR CENTER OF THE EMBANKMENT
AND THE CUTOFF TRENCH SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION GC, SC, OR CL. CONSIDERATION MAY BE
GIVEN TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT BASED ON THE RECOMMENDATIONS OF A GEOTECHNICAL
ENGINEER SUPERVISING THE DESIGN AND CONSTRUCTION.
5. THE MINIMUM REQUIRED DENSITY IS 95% MAXIMUM OF DRY DENSITY WITH A MOISTURE CONTENT WITHIN 2% OF THE
OPTIMUM, UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER. EACH LAYER OF THE FILL SHALL BE
COMPACTED AS NECESSARY TO OBTAIN MINIMUM DENSITY AND THE ENGINEER SHALL CERTIFY, AT THE TIME OF
CONSTRUCTION, THAT EACH FILL LATER MEETS THE MINIMUM DENSITY REQUIREMENT. ALL COMPACTION IS TO BE
DETERMINED BY EITHER STANDARD PROCTOR TEST (ASTM D698) OR THE MODIFIED PROCTOR TEST (ASTM D1557) AS
DIRECTED BY THE GEOTECHNICAL ENGINEER BASED ON SITE AND SOIL CONDITIONS AND THE SIZE AND TYPE OF
STRUCTURE BEING BUILT.
6. THE FILL SHALL BE CONSTRUCTED AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
7. THE EMBANKMENT SHALL BE CONSTRUCTED TO A MINIMUM ELEVATION 10% HIGHER THAN THE DESIGNED HEIGHT, OR
BASED ON GEOTECHNICAL REPORT, TO ALLOW FOR SETTLEMENT WHEN MECHANICAL COMPACTORS ARE USED FOR
CONSTRUCTION.
8. IF SUFFICIENT ACCEPTABLE MATERIAL IS NOT AVAILABLE ON THE SITE TO PROPERLY COMPLETE THE FILL, THE
CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ACCEPTABLE BORROW MATERIAL.
9. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED BEFORE ITS PLACEMENT. FILL MATERIAL SHALL BE PLACED
IN LAYERS A MAXIMUM OF 8 INCHES THICK (BEFORE COMPACTION), WHICH SHALL BE CONTINUOUS OVER THE ENTIRE
LENGTH OF FILL. THE MOST PERMEABLE BORROW MATERIAL SHALL BE PLACED IN THE DOWNSTREAM PORTIONS OF THE
EMBANKMENT. THE PRINCIPLE SPILLWAY MUST BE INSTALLED CONCURRENTLY WITH FILL PLACEMENT AND NOT EXCAVATED
INTO THE EMBANKMENT.
10. CUTOFF TRENCH SHALL BE EXCAVATED INTO IMPERVIOUS MATERIAL ALONG OR PARALLEL TO THE CENTERLINE OF THE
EMBANKMENT AS SHOWN ON THE PLANS. THE EQUIPMENT USED FOR EXCAVATION SHOULD GOVERN THE BOTTOM WIDTH
OF THE TRENCH, WITH THE MINIMUM WIDTH BEING 4'. THE DEPTH SHALL BE AT LEAST 4' BELOW THE EXISTING GRADE OR
AS SHOWN ON THE PLANS. THE SIDE SLOPES OF THE TRENCH SHALL BE 1 H:1 V OR FLATTER. THE BACKFILL SHALL BE
COMPACTED ACCORDING TO NOTE 5.
11. THE SURFACE LAYER OF COMPACTED FILL SHALL BE SCARIFIED PRIOR TO PLACEMENT OF AT LEAST 6 INCHES OF
TOPSOIL.
DAM CONSTRUCTION NOTES
1. STAKE OUT THE ENTIRE AREA TO BE COVERED BY THE DAM AND RELATED STRUCTURES.
2. REMOVE ALL TOPSOIL, ORGANIC MATTER AND STONES FROM THE AREA. INSTALL A COFFER DAM OR SOME OTHER
APPROPRIATE STRUCTURE TO DIVERT RUNOFF AWAY FROM THE WORK AREA DURING CONSTRUCTION.
3. THE GEOTECHNICAL ENGINEER SHOULD PERFORM TEST PITS ALONG THE CENTERLINE OF THE EMBANKMENT
DURING CONSTRUCTION TO EVALUATE THAT THE ACTUAL SUBSURFACE CONDITIONS ARE CONSISTENT WITH THE
BORINGS AND PROVIDE RECOMMENDATIONS WITH RESPECT TO REQUIRED CUT-OFF TRENCH.
4. EXCAVATE FOR CUT-OFF TRENCH AND BEGIN FILLING. THE CUT-OFF TRENCH SHALL BE A MINIMUM 4' BELOW THE
EXISTING GRADE.
5. INSTALL THE POND BARREL AND THE RISER. THE UPSTREAM 2/3 OF THE POND BARREL WILL BE BEDDED IN CONCRETE;
THE CONCRETE MUST BE PLASTICIZED OR VIBRATED TO ENSURE THAT THERE WILL BE NO VOIDS. THE DOWNSTREAM 1/3
OF THE BARREL WILL BE SURROUNDED IN GRAVEL WRAPPED IN FILTER FABRIC. IF THE PLAN INCLUDES TOE DRAINS, THEY
MAY BE CONNECTED TO THE GRAVEL BEDDING.. FILL ADJACENT TO AND OVER THE CULVERT ARE TO BE COMPACTED BY
MANUALLY OPERATED EQUIPMENT (NOT PULLED BY OR MOUNTED ON TRACK -TYPE OR WHEEL -TYPE EQUIPMENT). TAMPERS
MOUNTED ON BACKHOES ARE NOT ACCEPTABLE. AFTER THE DEPTH OF FILL OVER THE WALL HAS REACHED A DEPTH OF
AT LEAST 2 FEET, LARGE EQUIPMENT, BUT NOT VIBRATORY ROLLERS, MAY BE USED. VIBRATORY ROLLERS MAY BE USED
AFTER THE DEPTH OF FILL OVER THE PIPE EXCEEDS 3 FEET.
6. PLACE FILL AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
7. SIDE SLOPES SHALL BE AS FLAT AS THOSE SHOWN ON THE APPROVED PLANS.
8. A SETTLING ALLOWANCE OF AT LEAST 10%, OR AS DICTATED BY THE GEOTECHNICAL ENGINEER, IS REQUIRED.
9. DURING THE BACKFILLING OPERATION, EQUIPMENT SHOULD NOT BE DRIVEN CLOSER THAN 4 FEET, AS MEASURED
HORIZONTALLY, TO ANY PART OF A STRUCTURE. ALSO, EQUIPMENT SHOULD NEVER BE DRIVEN OVER ANY PART OF A
STRUCTURE OR PIPE, UNLESS COMPACTED FILL HAS BEEN PLACED TO A DEPTH SPECIFIED BY THE STRUCTURAL LIVE
LOAD CAPACITY OF THE STRUCTURE OR PIPE IN ORDER TO ADEQUATELY DISTRIBUTE THE LOAD. BACKFILL THAT IS
BESIDE THE PIPE OR STRUCTURES SHALL BE OF THE SAME TYPE AND QUALITY OF THE ADJOINING FILL MATERIAL. THE
FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 4 INCHES IN THICKNESS (BEFORE COMPACTION) AND
COMPACTED BY HAND TAMPERS, OR OTHER MANUALLY DIRECTED COMPACTION EQUIPMENT. THE MATERIAL SHALL
COMPLETELY FILL ALL SPACES UNDER AND BESIDE THE PIPE AND STRUCTURES.
10. DURING THE BACKFILLING OPERATION, EQUIPMENT SHOULD NOT BE DRIVEN CLOSER THAN 4 FEET, AS MEASURED
HORIZONTALLY, TO ANY PART OF A STRUCTURE. ALSO, EQUIPMENT SHOULD NEVER BE DRIVEN OVER ANY PART OF A
STRUCTURE OR PIPE, UNLESS COMPACTED FILL HAS BEEN PLACED TO A DEPTH SPECIFIED BY THE STRUCTURAL LIVE LOAD
CAPACITY OF THE STRUCTURE OR PIPE IN ORDER TO ADEQUATELY DISTRIBUTE THE LOAD.
POND OUTLET STRUCTURE NOTES
1. ALL OTHER WALL, SPILLWAY AND FOOTING DIMENSIONS AND/OR THICKNESS, AS WELL AS, REINFORCEMENT, BUOYANCY
CALCULATIONS AND THE METHOD OF JOINING THE VARIOUS STRUCTURAL ELEMENTS ARE SUBJECT TO DESIGN BY A
PROFESSIONAL STRUCTURAL ENGINEER.
2. CONSTRUCTION AND CONTRACTION JOINTS ARE TO BE PROVIDED AS REQUIRED BY THE LATEST EDITION OF THE ACI CODE
3. SUBGRADE PREPARATION AND BEDDING REQUIREMENTS FOR ALL STRUCTURAL ELEMENTS ARE SUBJECT TO DESIGN BY A
PROFESSIONAL GEOTECHNICAL ENGINEER.
4. PRECAST CONCRETE IS TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. CAST IN PLACE CONCRETE IS TO BE
VDOT CLASS A3.
5. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS).
6. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4".
7. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN STRICT CONFORMANCE TO THE LATEST VDOT STANDARDS
AND SPECIFICATIONS.
8. SHOP DRAWINGS ARE TO BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO FABRICATION.
9. FOOTING DEPTHS SHOWN ARE MINIMUMS. ALL FOOTINGS ARE TO EXTEND DOWN TO SUITABLE BEARING MATERIAL AS
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
MAINTENANCE RESPONSIBILITY
THE MAINTENANCE RESPONSIBILITY SHALL BE ESTABLISHED IN THE REQUIRED DEED OF DEDICATION.
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
SHEET
22 OF44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\020-022-1 00534-D-CP-001 -POND.dwg

Brunswick County, North Carolina
Pollutant Export Calculations
Pre -Development Conditions Form (SW-004)
BMP NARRATIVE
COMPARING THE TWO FORMS (SW-004 & SW-005), THIS DEVELOPMENT RESULTS IN AN EXPECTED AVERAGE ANNUAL INCREASE IN EXPORTS OF
TN (TOTAL NITROGEN) FROM 23.1 TO 59.5 LBS/YEAR, TP (TOTAL PHOSPHORUS) FROM 0.67 TO 1.44 LBS/YEAR, TSS (TOTAL SUSPENDED SOLIDS)
FROM 271 TO 339 LBS/YEAR, AND FECAL COLIFORMS FROM 25.8 TO 32.8 (70 COLONY FORMING UNITS).
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Brunswick County, North Carolina
Pollutant Export Calculations
Post -Development Conditions Form (SW-005)
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Step 1:
Determine appropriate codes for each type of land use and management from Table 6.1 and enter in Column 1.
Step 1:
Determine appropriate codes for each type of land use and management from Table 6.1 and enter in Column 1.
COUNTY PROJECT NUMBER
Step 2:
Determine the area for each type of land use and management and enter in Column 2.
Step 2:
Determine the area for each type of land use and management and enter in Column 2.
Step 3:
Enter the pollutant export coefficients from Table 6.1 foe each land use type in Columns 3, 5, 7 and 9.
Step 3:
Enter the pollutant export coefficients from Table 6.1 for each land use type in Columns 3, 5, 7 and 9.
Step 4:
Multiply each area in Column 2 by the export coefficients and enter in Columns 4, 6, 8 and 10.
Step 4:
Multiply each area in Column 2 by the export coefficients and enter in Columns 4, 6, 8 and 10.
Step 5:
Sum Columns 4, 6, 8 and 10.
Step 5:
Sum Columns 4, 6, 8 and 10.
If currently a residential development enter average lot size:
(1)
Type of
Land Cover
(2)
Area
(acres)
(3)
TN Export
Coeff.
(4)
TN Export
(# /yr)
(5)
TP Export
Coeff.
(6)
TP Export
(# /yr)
(7)
TSS Export
Coeff.
(8)
TSS Export
(# /yr)
(9)
Coliform
Coeff.
(10)
Coliform
Export
Al
1.47
0.6
0.9
0.04
0.06
62
91
5.5
8.1
131
1.46
2.4
3.5
0.15
0.22
77
112
6.9
10.1
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21.2
13.1
0.44
0.27
83
51
9.1
5.6
E 1.3
0.22
13.6
3.0
0.28
0.06
31
7
5.6
1.2
E3.1
0.06
21.2
1.3
0.44
0.03
83
5
6.0
0.4
E3.2
0.09
14.8
1.3
0.31
0.03
41
4
4.0
0.4
TOTALS
3.92
23.1
0.67
271
25.8
If residential development enter average lot size:
(1)
Type of
Land Cover
(2)
Area
(acres)
(3)
TN Export
Coeff.
(4)
TN Export
(# /yr)
(5)
TP Export
Coeff.
(6)
TP Export
(# /yr)
(7)
TSS Export
Coeff.
(8)
TSS Export
(# /yr)
(9)
Coliform
Coeff.
(10)
Coliform
Export
B2.2
1.34
3.6
4.8
0.23
0.31
93
125
7.5
10.1
E 1.1
2.36
21.2
50.0
0.44
1.04
83
196
9.1
21.5
E3.1
0.22
21.2
4.7
0.44
0.10
83
18
6.0
1.3
TOTALS
3.92
59.5
1.44
339
32.8
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
SHEET
23 OF44
Cad file name : V:\100534 -Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\023-100534-D-CP-001-BMP.dwg

EROSION AND SEDIMENT
CONTROL LEGEND
N0. TITLE KEY SYMBOL
TEMPORARY GRAVEL
6.06 CONSTRUCTION CE
ENTRANCE/EXIT
6.10 TEMPORARY SEEDING TS TS
6.11 PERMANENT SEEDING PS PS
6.15 RIPRAP OP
(OUTLET PROTECTION)
DIVERSION DIKE DD
6.22 (PERIMETER PROTECTION) DD
6.50— INLET PROTECTION IP
6.55
6.62 SILT (SEDIMENT) FENCE SF x x x X
LIMITS OF DISTURBANCE LOD
CONSTRUCTION SEQUENCE:
1. EROSION & SEDIMENT CONTROL (E&SC) PERMIT AND A
CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED
BEFORE AND LAND DISTURBING ACTIVITIES OCCUR. THE COC
CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE
OF INTENT (e—NOI) FORM AT deq.nc.gov/NCG01. PLEASE
NOTE, THE e—NOI FORM MAY ONLY BE FILLED OUT ONCE
THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC
PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST
BE KEPT ON —SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTIONS.
2. CONTACT NCDEQ REGIONAL OFFICE BEFORE ANY LAND
DISTURBANCE OCCURS.
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS
HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE
DISPLAYED ON —SITE ARE AVAILABLE.
4. CONTRACTOR SHALL HOLD A PRE —CONSTRUCTION MEETING
AT LEAST 48 HOURS BEFORE THE ACTUAL START OF
CONSTRUCTION. CONTACT NCDEQ INSPECTOR.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL
ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS
PRIOR TO DIGGING OR AS DIRECTED AT THE
PRE —CONSTRUCTION MEETING.
6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION
ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND
CONSTRUCTION AREAS. EROSION CONTROL MEASURES
SHALL BE INSTALLED PRIOR TO DEMOLITION AND/OR TREE
REMOVAL OPERATIONS.
7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES
SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE
STARTING WORK INCLUDING SILT FENCE, CONCRETE
WASHOUT, ETC., CLEARING ONLY AS NECESSARY FOR THE
INSTALLATION OF THESE MEASURES.
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK
CONTAINING THE INSPECTION RECORDS FOR THE SITE.
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED
LANDFILL OR RELATED FACILITY
INITIALLY CONSTRUCT THE GRADE FOR THE BUILDING PAD
AND THE PARKING AREAS THAT ARE DRAINING TO THE SILT
FENCE, MAINTAINING STORMWATER RUNOFF TOWARD FENCE.
ONCE THESE AREAS ARE UP TO GRADE AND STABILIZED
WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT
STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE
DEVICES.
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE
PROPOSED BUILDING FOR LAY—DOWN/STAGING AREAS —
MAINTAIN THESE AREAS SO THAT SEDIMENT LADEN RUNOFF
WILL BE DIVERTED TO EROSION CONTROL MEASURES.
INSTALL SILT FENCE AROUND LAY—DOWN/STAGING AREA AS
SHOWN.
8. CONTRACTOR SHALL DILIGENTLY AND
CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
ALL APPLICABLE E&S CONTROL
MEASURES MUST BE MAINTAINED
UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
9. SELF —INSPECTIONS FOR EROSION AND
SEDIMENTATION CONTROL MEASURES
ARE TO BE PERFORMED AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS
AND WITHIN 24 HOURS OF EVERY RAIN
EVENT OF GREATER THAN 1 INCH.
ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES
AS DESIGNED. ALL ESC MEASURES
SHALL BE MAINTAINED AS SPECIFIED
IN THE CONSTRUCTION DETAILS ON
THIS PLAN.
10. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED BY THE
ENGINEER OR UPON RECOMMENDATION
OF NCDEQ INSPECTION PERSONNEL AS
CONDITIONS WARRANT.
11. ALL DISTURBED AREAS SHALL HAVE
GROUND STABILIZATION BY THE
CONTRACTOR.
12. STABILIZE SITE AS AREAS ARE
BROUGHT UP TO FINISHED GRADE.
13. UPON COMPLETION OF THE
INSTALLATION AND WITH APPROVAL OF
NCDEQ, ALL EROSION CONTROL
DEVICES SHALL BE REMOVED AND
DISPOSED OF IN AN ACCEPTABLE
MANNER. EACH SECTION SHALL BE
SEEDED/MULCHED IMMEDIATELY AFTER
INSTALLATION OF PIPE, STRUCTURE,
OR ACCESS. COORDINATE WITH THE
EROSION CONTROL INSPECTOR PRIOR
TO REMOVAL OF EROSION CONTROL
MEASURES.
14. ONCE ADEQUATE PERMANENT GROUND
COVER IS ESTABLISHED, ALL
TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED WITH
THE APPROVAL OF NCDEQ INSPECTOR.
15. ALL EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION
& SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, NCDOT, U.S. DEPT.
OF AGRICULTURE, AND STATE
STANDARDS.
16. WHEN THE PROJECT IS COMPLETE, THE
PERMITTEES SHALL CONTACT DEMLR
TO CLOSE OUT THE E&SC PLAN.
AFTER DEMLR INFORMS THE PERMITTEE
OF THE PROJECT CLOSE OUT, VIA
INSPECTION REPORT, THE PERMITTEE
SHALL VISIT DEQ.NC.GOV/NCGO1 TO
SUBMIT AN ELECTRONIC NOTICE OF
TERMINATION (E—NOT). A $100
ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E—NOT HAS BEEN
FILLED OUT.
_ T— — — — — — — ---------- _W"Ril——_ — --,' ——_=-34— _ �
INVERT ti i f J — -�-- ----- ���
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US HIGHWAY 17 - PRINCIPAL ARTERIAL ROAD —
OHE OHEI 39 ----- --_——MPH POSTED SPEED LIMIT \\------------------ASPHALi
o HOHEDRIVE Ic)
—' ------------- — — —
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GRAPHIC SCALE
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160
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE
H: 1 "=40'
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534-Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\024-100534-D-CP-001-ESC INITIAL.dwg
( IN FEET )
1 inch = 40 ft.
SHEET 24 OF44

3AY FOODS, INC.
EROSION AND SEDIMENT
CONTROL LEGEND
N0. TITLE KEY SYMBOL
TEMPORARY GRAVEL
6.06 CONSTRUCTION CE
ENTRANCE/EXIT
6.10 TEMPORARY SEEDING TS TS
6.11 PERMANENT SEEDING PS PS
6.15 RIPRAP OP
(OUTLET PROTECTION)
DIVERSION DIKE DD
6.22 (PERIMETER PROTECTION) DD
6.50— INLET PROTECTION IP
6.55
6.62 SILT (SEDIMENT) FENCE SF x x x X
LIMITS OF DISTURBANCE LOD
— — ruSTEp
40
<<OTTE eYPAS
IL ROAD
4
CONSTRUCTION SEQUENCE:
1. EROSION & SEDIMENT CONTROL (E&SC) PERMIT AND A
CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED
BEFORE AND LAND DISTURBING ACTIVITIES OCCUR. THE COC
CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE
OF INTENT (e—NOI) FORM AT deq.nc.gov/NCGO1. PLEASE
NOTE, THE e—NOI FORM MAY ONLY BE FILLED OUT ONCE
THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC
PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST
BE KEPT ON —SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTIONS.
2. CONTACT NCDEQ REGIONAL OFFICE BEFORE ANY LAND
DISTURBANCE OCCURS.
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS
HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE
DISPLAYED ON —SITE ARE AVAILABLE.
4. CONTRACTOR SHALL HOLD A PRE —CONSTRUCTION MEETING
AT LEAST 48 HOURS BEFORE THE ACTUAL START OF
CONSTRUCTION. CONTACT NCDEQ INSPECTOR.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL
ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS
PRIOR TO DIGGING OR AS DIRECTED AT THE
PRE —CONSTRUCTION MEETING.
6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION
ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND
CONSTRUCTION AREAS. EROSION CONTROL MEASURES
SHALL BE INSTALLED PRIOR TO DEMOLITION AND/OR TREE
REMOVAL OPERATIONS.
7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES
SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE
STARTING WORK INCLUDING SILT FENCE, CONCRETE
WASHOUT, ETC., CLEARING ONLY AS NECESSARY FOR THE
INSTALLATION OF THESE MEASURES.
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK
CONTAINING THE INSPECTION RECORDS FOR THE SITE.
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED
LANDFILL OR RELATED FACILITY
INITIALLY CONSTRUCT THE GRADE FOR THE BUILDING PAD
AND THE PARKING AREAS THAT ARE DRAINING TO THE SILT
FENCE, MAINTAINING STORMWATER RUNOFF TOWARD FENCE.
ONCE THESE AREAS ARE UP TO GRADE AND STABILIZED
WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT
STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE
DEVICES.
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE
PROPOSED BUILDING FOR LAY—DOWN/STAGING AREAS —
MAINTAIN THESE AREAS SO THAT SEDIMENT LADEN RUNOFF
WILL BE DIVERTED TO EROSION CONTROL MEASURES.
INSTALL SILT FENCE AROUND LAY—DOWN/STAGING AREA AS
SHOWN.
8. CONTRACTOR SHALL DILIGENTLY AND
CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
ALL APPLICABLE E&S CONTROL
MEASURES MUST BE MAINTAINED
UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
9. SELF —INSPECTIONS FOR EROSION AND
SEDIMENTATION CONTROL MEASURES
ARE TO BE PERFORMED AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS
AND WITHIN 24 HOURS OF EVERY RAIN
EVENT OF GREATER THAN 1 INCH.
ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES
AS DESIGNED. ALL ESC MEASURES
SHALL BE MAINTAINED AS SPECIFIED
IN THE CONSTRUCTION DETAILS ON
THIS PLAN.
10. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED BY THE
ENGINEER OR UPON RECOMMENDATION
OF NCDEQ INSPECTION PERSONNEL AS
CONDITIONS WARRANT.
11. ALL DISTURBED AREAS SHALL HAVE
GROUND STABILIZATION BY THE
CONTRACTOR.
12. STABILIZE SITE AS AREAS ARE
BROUGHT UP TO FINISHED GRADE.
13. UPON COMPLETION OF THE
INSTALLATION AND WITH APPROVAL OF
NCDEQ, ALL EROSION CONTROL
DEVICES SHALL BE REMOVED AND
DISPOSED OF IN AN ACCEPTABLE
MANNER. EACH SECTION SHALL BE
SEEDED/MULCHED IMMEDIATELY AFTER
INSTALLATION OF PIPE, STRUCTURE,
OR ACCESS. COORDINATE WITH THE
EROSION CONTROL INSPECTOR PRIOR
TO REMOVAL OF EROSION CONTROL
MEASURES.
14. ONCE ADEQUATE PERMANENT GROUND
COVER IS ESTABLISHED, ALL
TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED WITH
THE APPROVAL OF NCDEQ INSPECTOR.
— — — — ss"RLP _ I I — — _ _ — 34
— _ INVERT
— — — — — — — — — —
- —� ---- _ —35—
=-37
�OCEAN HIGHWAY W - SHALLOTTE BYPASS
— — — — — — — US HIGHWAY P71 RINCIPAL ARTERIAL ROAD
55 MPH POSTED SPEED LIMIT
— — — — — — — 39- 7►
—_ _-- x ——
TOP- -M �� n � . 38
_T8P- FM-3t TR N LLNE `LEV=LS?4
—�� �'� —"` — 3 3 —
x x
LOD
15. ALL EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION
& SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, NCDOT, U.S. DEPT.
OF AGRICULTURE, AND STATE
STANDARDS.
16. WHEN THE PROJECT IS COMPLETE, THE
PERMITTEES SHALL CONTACT DEMLR
TO CLOSE OUT THE E&SC PLAN.
AFTER DEMLR INFORMS THE PERMITTEE
OF THE PROJECT CLOSE OUT, VIA
INSPECTION REPORT, THE PERMITTEE
SHALL VISIT DEQ.NC.GOV/NCGO1 TO
SUBMIT AN ELECTRONIC NOTICE OF
TERMINATION (E—NOT). A $100
ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E—NOT HAS BEEN
FILLED OUT.
��1u ROUND LANES
HADDOCK JAM
I �-
II
II
II
II
I�
II
II
II
GRAPHIC SCALE
40 0 20 40 80
160
J O
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O
rrt _
J
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N
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=40'
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534- Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\025-100534-D-CP-001-ESC INTERMEDIATE.dwg
( IN FEET )
1 inch = 40 ft.
SHEET 25 OF44

BAY FOODS, INC.
EROSION AND SEDIMENT
CONTROL LEGEND
N0. TITLE KEY SYMBOL
TEMPORARY GRAVEL
6.06 CONSTRUCTION CE
ENTRANCE/EXIT
6.10 TEMPORARY SEEDING TS TS
6.11 PERMANENT SEEDING PS PS
6.15 RIPRAP OP
(OUTLET PROTECTION)
DIVERSION DIKE DD
6.22 (PERIMETER PROTECTION) DD
6.50- INLET PROTECTION IP
6.55
6.62 SILT (SEDIMENT) FENCE SF x x x X
LIMITS OF DISTURBANCE LOD
CONSTRUCTION SEQUENCE:
1. EROSION & SEDIMENT CONTROL (E&SC) PERMIT AND A
CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED
BEFORE AND LAND DISTURBING ACTIVITIES OCCUR. THE COC
CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE
OF INTENT (e-NOI) FORM AT deq.nc.gov/NCGO1. PLEASE
NOTE, THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE
THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC
PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST
BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTIONS.
2. CONTACT NCDEQ REGIONAL OFFICE BEFORE ANY LAND
DISTURBANCE OCCURS.
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS
HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE
DISPLAYED ON -SITE ARE AVAILABLE.
4. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING
AT LEAST 48 HOURS BEFORE THE ACTUAL START OF
CONSTRUCTION. CONTACT NCDEQ INSPECTOR.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL
ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS
PRIOR TO DIGGING OR AS DIRECTED AT THE
PRE -CONSTRUCTION MEETING.
6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION
ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND
CONSTRUCTION AREAS. EROSION CONTROL MEASURES
SHALL BE INSTALLED PRIOR TO DEMOLITION AND/OR TREE
REMOVAL OPERATIONS.
7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES
SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE
STARTING WORK INCLUDING SILT FENCE, CONCRETE
WASHOUT, ETC., CLEARING ONLY AS NECESSARY FOR THE
INSTALLATION OF THESE MEASURES.
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK
CONTAINING THE INSPECTION RECORDS FOR THE SITE.
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED
LANDFILL OR RELATED FACILITY
INITIALLY CONSTRUCT THE GRADE FOR THE BUILDING PAD
AND THE PARKING AREAS THAT ARE DRAINING TO THE SILT
FENCE, MAINTAINING STORMWATER RUNOFF TOWARD FENCE.
ONCE THESE AREAS ARE UP TO GRADE AND STABILIZED
WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT
STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE
DEVICES.
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE
PROPOSED BUILDING FOR LAY-DOWN/STAGING AREAS -
MAINTAIN THESE AREAS SO THAT SEDIMENT LADEN RUNOFF
WILL BE DIVERTED TO EROSION CONTROL MEASURES.
INSTALL SILT FENCE AROUND LAY-DOWN/STAGING AREA AS
SHOWN.
8. CONTRACTOR SHALL DILIGENTLY AND
CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
ALL APPLICABLE E&S CONTROL
MEASURES MUST BE MAINTAINED
UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
9. SELF -INSPECTIONS FOR EROSION AND
SEDIMENTATION CONTROL MEASURES
ARE TO BE PERFORMED AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS
AND WITHIN 24 HOURS OF EVERY RAIN
EVENT OF GREATER THAN 1 INCH.
ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES
AS DESIGNED. ALL ESC MEASURES
SHALL BE MAINTAINED AS SPECIFIED
IN THE CONSTRUCTION DETAILS ON
THIS PLAN.
10. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED BY THE
ENGINEER OR UPON RECOMMENDATION
OF NCDEQ INSPECTION PERSONNEL AS
CONDITIONS WARRANT.
11. ALL DISTURBED AREAS SHALL HAVE
GROUND STABILIZATION BY THE
CONTRACTOR.
12. STABILIZE SITE AS AREAS ARE
BROUGHT UP TO FINISHED GRADE.
13. UPON COMPLETION OF THE
INSTALLATION AND WITH APPROVAL OF
NCDEQ, ALL EROSION CONTROL
DEVICES SHALL BE REMOVED AND
DISPOSED OF IN AN ACCEPTABLE
MANNER. EACH SECTION SHALL BE
SEEDED/MULCHED IMMEDIATELY AFTER
INSTALLATION OF PIPE, STRUCTURE,
OR ACCESS. COORDINATE WITH THE
EROSION CONTROL INSPECTOR PRIOR
TO REMOVAL OF EROSION CONTROL
MEASURES.
14. ONCE ADEQUATE PERMANENT GROUND
COVER IS ESTABLISHED, ALL
TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED WITH
THE APPROVAL OF NCDEQ INSPECTOR.
15. ALL EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION
& SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, NCDOT, U.S. DEPT.
OF AGRICULTURE, AND STATE
STANDARDS.
16. WHEN THE PROJECT IS COMPLETE, THE
PERMITTEES SHALL CONTACT DEMLR
TO CLOSE OUT THE E&SC PLAN.
AFTER DEMLR INFORMS THE PERMITTEE
OF THE PROJECT CLOSE OUT, VIA
INSPECTION REPORT, THE PERMITTEE
SHALL VISIT DEQ.NC.GOV/NCGO1 TO
SUBMIT AN ELECTRONIC NOTICE OF
TERMINATION (E-NOT). A $100
ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E-NOT HAS BEEN
FILLED OUT.
41Z
INVERT- v
OCEAN - - - - ��er�� 35 - - 36 -
HWAY� - - -36 - _ �- _ —35
ST
55 MPH ' SHAL
POSTED AL ARTERIAL LOT
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COUNTY PROJECT NUMBER 1
PLAN STATUS
02/22/24 ISSUED TO CLIENT
DATE DESCRIPTION
CVF SMC CVF
DESIGN DRAWN CHKD
SCALE H: 1 "=40'
V: N/A
JOB No. 100534-01-001
DATE : FEBRUARY 2024
FI LE N o. 100534-D-C P-001
OF
SHEET 26 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\026-100534-D-CP-001-ESC FINAL.dwg
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COUNTY PROJECT NUMBER 1
PLAN STATUS
02/22/24 ISSUED TO CLIENT
DATE DESCRIPTION
CVF SMC CVF
DESIGN DRAWN CHKD
SCALE H: 1 "=40'
V: N/A
JOB No. 100534-01-001
DATE : FEBRUARY 2024
FI LE N o. 100534-D-C P-001
OF
SHEET 26 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\026-100534-D-CP-001-ESC FINAL.dwg
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\026-100534-D-CP-001-ESC FINAL.dwg

EROSION CONTROL NOTES:
REFER TO DETAIL SHEETS FOR CONSTRUCTION DETAILS OF THE PROPOSED EROSION CONTROL
MEASURES TO BE USED IN THE DEVELOPMENT OF THIS SITE.
REFER TO DETAIL SHEETS FOR TEMPORARY AND PERMANENT SEEDING SCHEDULES FOR PROVIDING
GROUND COVER THE FOR THE DEVELOPMENT.
NOTE TO CONTRACTOR:
EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO THE BEGINNING OF DEMOLITION & TREE
REMOVAL.
NOTE TO CONTRACTOR:
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE EROSION CONTROL INSPECTOR
OF THE LOCATION OF ANY OFF -SITE BORROW SOURCE OR OFF -SITE WASTE MATERIAL DISPOSAL
SITE. OFF -SITE DISTURBANCES COUNT TOWARDS THE OVERALL PROJECT DISTURBED AREA AND
MUST BE COVERED BY THE PERMIT FOR THIS PROJECT AND/OR THE PERMIT FROM ANOTHER
ACTIVE NCDEQ PERMITTED SITE THAT IS APPROPRIATE FOR THE INTENDED USE (I.E. APPLICABLE
MINING REQUIREMENTS). NO OFF -SITE ACTIVITIES SHALL OCCUR UNTIL THE PERMIT FOR THIS
PROJECT HAS BEEN MODIFIED TO INCLUDE THE AFFECTED AREAS OR IT HAS BEEN VERIFIED WITH
THE EROSION CONTROL INSPECTOR THAT THE OFF -SITE AREAS ARE COVERED UNDER ACTIVE
APPLICABLE NCDEQ PERMITS.
EROSION CONTROL NOTES:
1. TOTAL AREA DISTURBED = 5.11 t ACRES
TOTAL SITE AREA = 3.92t ACRES
SOIL TYPE = BAYMEADE FINE SAND, MURVILLE MUCKY FINE SAND
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 NCDEQ EROSION AND SEDIMENT CONTROL
HANDBOOK.
3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION
ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH
APPLICABLE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
4. CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
5. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
AND/OR LAND DISTURBANCE.
6. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS
CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNERS. A REVISED PLAN SHOWING OFF -SITE IMPACTS SHOULD
BE SUBMITTED AND APPROVED PRIOR TO ANY OFF -SITE GRADING. CONTACT PROJECT
ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION
CONTROL MEASURES ARE INSTALLED PRIOR TO OFF -SITE GRADING.
9. 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 NCDEQ 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.
10. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RE-EEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
11. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE
NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR
PERMANENTLY IN ACCORDANCE WITH THE NCDEQ SEDIMENT CONTROL REGULATIONS.
PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT
COMPLETION AND ACCEPTANCE.
12. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS
BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A
DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
AREA. SIX INCHES OF STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE.
14. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
15. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY
LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP -SLOPE LAND
DISTURBANCE TAKES PLACE.
16. 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 COMPLETED.
17. DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING
DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
18. 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.
EROSION CONTROL NARRATIVE:
ROYAL FARMS, TOWN OF SHALLOTTE, COUNTY OF BRUNSWICK, NC
CONTRACTOR WILL FIRST INSTALL THE CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL THEN
MOBILIZE ON SITE AND INSTALL THE TEMPORARY EROSION CONTROL DEVICES INCLUDING SILT
FENCE, INLET PROTECTION, AND OTHER DEVICES IN ACCORDANCE WITH THE PLANS (CLEARING
ONLY AS NECESSARY TO INSTALL THESE ITEMS). BEGIN DEMOLITION, CLEARING AND SITE
GRADING OPERATIONS. STABILIZATION OF EARTHEN STRUCTURES IS REQUIRED IMMEDIATELY AFTER
INSTALLATION. THE ON -SITE STORM SEWER SYSTEM CAN NOW BE INSTALLED. IMMEDIATELY
AFTER AN INLET IS INSTALLED, INLET PROTECTION SHALL BE PROPERLY INSTALLED ON THE
STRUCTURE. THE ON -SITE SANITARY SEWER AND WATER SYSTEMS MAY ALSO BE INSTALLED
ONCE THE SITE IS BROUGHT UP TO GRADE. THE SITE PAD WILL BE PREPARED FOR THE
PROPOSED BUILDING. THE ROUGH GRADE WILL THEN BE ESTABLISHED FOR THE SITE.
INSTALLATION OF CURB AND GUTTER WILL THEN BE PERFORMED. BASE STONE WILL THEN BE
PLACED AND FINE GRADED. ALL DISTURBED AREAS WILL BE DRESSED AND SEEDED. REMOVE
ALL INLET PROTECTION FROM STORM STRUCTURES WHEN PAVING IS TO BEGIN. PAVING AND
STRIPING WILL THEN BE COMPLETED. FINALIZE STORMWATER POND STRUCTURE ONCE UPSTREAM
AREAS HAVE BEEN STABILIZED (REMOVE ACCUMULATED SEDIMENT). ALL LANDSCAPING WILL BE
COMPLETED. THE ON -SITE STORM SEWER SYSTEM SHALL BE CLEANED OF ANY ACCUMULATED
SEDIMENT WHICH SHALL BE DISPOSED OF IN A LAWFUL MANNER. ALL ACCUMULATED SEDIMENT
BEHIND SILT FENCE AND OTHER SEDIMENT DEVICES SHALL BE REMOVED AND DISPOSED OF IN A
LAWFUL MANNER. ACCORDING TO THE GROUND STABILIZATION REQUIREMENTS ON THIS SHEET,
REMOVE ALL REMAINING SEDIMENT CONTROL MEASURES FROM THE SITE. CONTRACTOR SHALL
MINIMIZE THE LENGTH OF TIME BETWEEN INITIAL LAND DISTURBANCE AND FINAL VEGETATION
STABILIZATION OF THE SITE.
THE PROPOSED EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED TO TRAP ANY
STORMWATER RUNOFF FROM THE CONSTRUCTION SITE AND DETAIN IT LONG ENOUGH FOR
SEDIMENT AND POLLUTANTS TO SETTLE OUT OF THE STORMWATER BEFORE DISCHARGE. VARIOUS
EROSION CONTROL MEASURES ARE USED TO PREVENT POLLUTANT -LADEN STORMWATER RUNOFF
FROM FLOWING ONTO ADJACENT PROPERTIES.
GENERAL NOTES:
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC. THAT MAY BE REQUIRED.
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO
NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A
COMPLETE AND WORKING SYSTEM.
3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
4. 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
ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER
TO THE OWNER.
5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED
TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL
BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
6. THE CONTRACTOR MUST AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF
WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS
SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
SEDIMENT & EROSION CONTROL NOTES:
1. THE EROSION AND SEDIMENTATION CONTROL MEASURES (BMPS) WERE DESIGNED USING THE
NORTH CAROLINA NCDEQ REQUIREMENTS AND SHALL BE INSTALLED ACCORDINGLY.
CONTRACTOR SHALL PERFORM ALL ACTIVITIES IN STRICT COMPLIANCE WITH THE NORTH
CAROLINA NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM LARGE AND SMALL
CONSTRUCTION ACTIVITIES (GENERAL PERMIT).
2. REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS FOR EROSION CONTROL
DETAILS AND DESIGN TABLES FOR SEDIMENT BASINS, DIVERSION DITCHES, AND CULVERTS,
SLOPE DRAINS, RIP -RAP APRONS AND OTHER EROSION CONTROL MEASURES.
3. EXISTING BOUNDARIES, TOPOGRAPHY, 100-YR FLOODPLAIN, UTILITY AND ROAD INFORMATION
TAKEN FROM AN EXISTING CONDITIONS SURVEY. ALL EXISTING INFORMATION IS TO BE FIELD
VERIFIED BY THE CONTRACTOR.
4. SEE THE LANDSCAPE PLAN FOR LOCATIONS OF PROPOSED PLANTINGS AND FINAL
STABILIZATION.
5. TEMPORARY DIVERSION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS
BROUGHT TO GRADE.
6. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
EROSION CONTROL INSPECTORS SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
APPROPRIATE STAGES OF CONSTRUCTION.
7. SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHER NOTES
REGARDING GRADING ACTIVITIES.
8. SEE SITE PLAN, GRADING AND DRAINAGE PLAN, UTILITY PLAN, PLANTING PLAN AND OTHER
PLAN SHEETS FOR DETAILED DESIGN INFORMATION OF PERMANENT SITE APPURTENANCES
SHOWN ON THIS SHEET.
9. WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) LIMITS
ARE ADJACENT, THE TEMPORARY FENCE LINE IS THE LIMITS OF DISTURBANCE. THE LINE
TYPES ARE SHOWN SEPARATED FOR ILLUSTRATIVE PURPOSES ONLY.
10. CONTRACTOR SHALL NOT DISTURB ANY EXISTING VEGETATIVE GROUND COVER OR TREES
OUTSIDE OF THE LIMITS OF DISTURBANCE OR WITHIN ANY REQUIRED BUFFER LIMITS UNLESS
OTHERWISE NOTED OR ILLUSTRATED.
11. PROVIDE CONTROLS OF POLLUTANTS, INCLUDING, BUT NOT LIMITED TO DUST CONTROL,
DE -WATERING, SOLID WASTE DISPOSAL, AND HAZARDOUS MATERIALS.
12. CLEAR ONLY AS REQUIRED TO INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES.
MASS CLEARING AND GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE
BEEN INSTALLED.
13. USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL
WASHES AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION.
14. DIVERT STORM WATER RUNOFF OFF THE FACE OF THE SEDIMENT BASIN SLOPES USING
DIVERSION DITCHES AND SLOPE DRAINS. CONTRACTOR SHALL MAINTAIN AND RELOCATE
DIVERSION DITCHES AND SLOPES DRAINS TO ENSURE STORM WATER RUNOFF DOES NOT
ERODE THE FACE OF FINAL SLOPES.
15. MAINTAIN POSITIVE FLOW TO THE SEDIMENT BASINS THROUGHOUT ALL PHASES OF
CONSTRUCTION. PLACE EXCAVATED SOILS ALONG DOWNSTREAM EDGE OF THE DIVERSION
DITCHES TO PROVIDE ADDITIONAL CAPACITY.
16. REFER TO THE GRADING AND DRAINAGE PLAN FOR FINAL SITE AND PAVEMENT GRADES AND
ELEVATIONS OF THE PROPOSED STORM SEWER SYSTEMS.
17. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN
RECEIVED BY GOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE
TO THE APPROVED EROSION AND SEDIMENT CONTROL DRAWINGS DURING CONSTRUCTION
OPERATIONS.
18. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT
APPLY.
19. ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS. UNLESS OTHERWISE
NOTED, THE SITE PLAN PROPERTY LIMITS SHALL BE CONSIDERED THE PERMIT LIMITS.
20. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN
SEDIMENT WITHIN THE BOUNDARIES OF THE SITE.
21. ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN
AND/OR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR.
22. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND
STABILIZATION SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL
LAWS.
23. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO
COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL
ALL DISTURBED AREAS ARE STABILIZED AND GROUND COVER IS ESTABLISHED.
CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED BY THE CONTRACTOR AT
CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE.
24. ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION IN
ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE.
25. CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL OF NCDEQ
INSPECTOR.
NORTH CAROLINA CONSTRUCTION GENERAL PERMIT NOTE:
AS OF APRIL 1, 2019, ALL NEW CONSTRUCTION ACTIVITIES ARE REQUIRED TO COMPLETE AND SUBMIT AN
ELECTRONIC NOTICE OF INTENT (NOI) FORM REQUESTING A CERTIFICATE OF COVERAGE (COC) UNDER THE
NCGO10000 CONSTRUCTION STORMWATER GENERAL PERMIT. THIS FORM MUST BE SUBMITTED PRIOR TO THE
COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY ON THE ABOVE NAMED PROJECT. THE NOI FORM MAY BE
ACCESSED AT DEQ.NC.GOV/NCG01. PLEASE DIRECT QUESTIONS ABOUT THE NOI FORM TO ANNETTE LUCAS AT
ANNETTE.LUCASQNCDENR.GOV OR PAUL CLARK AT PAUL.CLARKQNCDENR.GOV.
AFTER YOU SUBMIT A COMPLETE AND CORRECT NOI FORM, A COC WILL BE EMAILED TO YOU WITHIN THREE
BUSINESS DAYS. INITIALLY, DEMLR WILL NOT CHARGE A FEE FOR COVERAGE UNDER THE NCG01 PERMIT. HOWEVER,
ON OR AFTER MAY 1, 2019, A $100 FEE WILL BE CHARGED ANNUALLY. THIS FEE IS TO BE SENT TO THE DEMLR
STORMWATER CENTRAL OFFICE STAFF IN RALEIGH.
TITLE 15A NCAC 4B .0118(A) AND THE NCG01 PERMIT REQUIRE THAT THE FOLLOWING DOCUMENTATION BE KEPT
ON FILE AT THE JOB SITE:
1. THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION.
2. THE NCGO1 PERMIT AND THE COC, ONCE IT IS RECEIVED.
3. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS.
4. THE CERTIFICATE OF APPROVAL
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE
FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE
THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS, DWQ AND
DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF
THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH
PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE
ACCESSED AT: HTTP: HPORTAL.NCDENR.ORG/WEBAR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CALL THE APPLICABLE NCDENR REGIONAL
OFFICE: (RALEIGH: 919-791-4200) (FAYETTEVILLE: 910-433-3300) (WILMINGTON: 910-796-7215) (WASHINGTON:
252-946-6481) (WINSTON-SALEM: 336-771-5000) (MOORESVILLE: 704-663-1699) (ASHEVILLE:
828-296-4500).
TREE PROTECTION NOTES:
1. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO
THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE
ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE.
2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY
COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING.
USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK.
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR
OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE
INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL
INSPECTION.
4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT
WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS.
5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION
BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION.
6. TREE PROTECTION FENCE IS TO BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE.
SITE SPECIFIC NOTES:
1. THIS SITE IS LOCATED WITHIN THE 'LUMBER' RIVER BASIN (LBR). THIS BASIN DOES NOT HAVE ANY RIPARIAN
BUFFER REQUIREMENTS.
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\027-029-100534-D-CP-001-ESD.dwg
SHEET 27 OF44

STEEL POSTS (QUANTITY VAR.)
PLASTIC SLOPE DRAIN
PIPE(12") -,, 1'(MIN.)
TEMPORARY OR
PERMANENT DITCH
COIR FIBER BAFFLE
(SEE DETAIL)
SKIMMER (SIZE VAR.)
4'
4'(MAX.)
F
W
)
PLAN VIEW (NOTTO SCALE)
SKIM
"" Dj1"1" RIGIDCOUPLING
(4'X4'X1' MIN.)
SECTIONAL VIEW (NOTTO SCALE)
RISER STRUCTURE
Kb)r
Erosion & Sediment
CONTROL MANUAL
STONE ENERGY
DISSIPATOR
ROPE
STONE PAD
WOOD STAKE, STEEL EMBANKMENT
POST OR STAP
CONSTRUCT EMBANKMENT
TOP OF EMBANKMENT TO PERMANENT PROPOSED
BASIN SPECIFICATIONS
Section 4.7.10 1 Sediment Containment - Stormwater Basin with Skimmer
E&SC Manual January 2015
STAPLES
STRAW BALE
BINDER WIRE
P48Y X24D
(2 PER BALE)
PAINTED WHITE
10 m1 PLASTIC LINING
7
NATIVE MATERIAL
(OPTIONAL)
CONCRETE
WASHOUT
SECTION B-B
NOT TO SCALE•
WOOD OR
METAL STAKES
(2 PER BALE)
\
� 10' MINIMUM
�
36'
B
L
VARIES
MWAMMM
BLACK LETTERS
6" HEIGHT
-LAG SCREWS
CONCRETE WASHOUT
_ 2.
'jl SIGN DETAIL
Ij^
(OR EQUIVALENT)
B
T
8• 1.12• DIA
STEEL WIRE
STAPLE
DETAIL
CONCRETE WASH AREA NOTES:
MAINTENANCE:
MAINTAIN THE CONCRETE WASHOUT STRUCTURE(S) TO
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
PROVIDE ADEQUATE HOLDING CAPACITY PLUS A MIN.
FREEBOARD OF 12•. REMOVE AND DISPOSE OF
RE
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
HARDENED CONCRETE AND RETURN THE STRUCTURE
WITHIN OF THE TEMPORARY CONCRETE
TO A FUNCTIONAL CONDITION AFTER REACHING 75%
WASHOUT
CAPACITY.
FACILITY.
.
3MATERIALS USED TO CONSTRUCT TEMPORARY
INSPECT CONCRETE WASHOUT STRUCTURE(S) FOR
10 m1 PLASTIC LINING PLAN
STRAW BALE
CONCRETE WASHOUT FACILITIES SHALL BE
DAMAGE AND MAINTAIN EFFECTIVENESS.
NOT TO SCALE (TYP)
REMOVED FROM THE SITE OF THE WORK AND
REMOVE THE CONCRETE WASHOUT STRUCTURE(S) AND
DISPOSED OF OR RECYCLED.
SIGN UPON PROJECT COMPLETION. GRADE THE
EARTH MATERIAL TO MATCH THE EXISTING CONTOURS
CONCRETE WASH AREA
4. HOLES, DEPRESSIONS OR OTHER GROUND
AND PERMANENTLY SEED AND MULCH THE AREA.
DISTURBANCE CAUSED BY THE REMOVAL OF THE
3
TEMPORARY CONCRETE WASHOUT FACILITIES SHALL
NOT TO SCALE
BE BACKFlLLED, REPAIRED, AND STABILIZED TO
PREVENT EROSION.
GENERAL NOTES:
MAINTENANCE:
1.
A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
INSPECT CONSTRUCTION
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A
ENTRANCE PERIODICALLY FOR
PUBLIC STREET.
CONDITION OF SURFACE.
2.
STONE TO BE 2"-3" WASHED STONE
TOP -DRESS WITH NEW GRAVEL AS
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
NEEDED.
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
5.
FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
6.
ENTRANCE SHALL BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER.
100' MIN.
PUBLIC STREET
EXISTING GROUND �?
SOIL STABILIZATION FABRIE'
UNDER WASHED STONE
100' MIN.
i
I w
Uj
I I Ck�
Z i
I U
m
C-4 i \
iCL
CONSTRUCTION ENTRANCE
1 NOT TO SCALE
6'-0" MAXIMUM
_ _1 SILT FENCE FABRIC
r.-_ --
I I 1 INSTALLED TO SECOND
GAUGE LINE WIRES III i
MINIMUM 10 WIRE FROM TOP
STANDARD METAL POSTS
2'-0" IN GROUND
MAINTENANCE SPECIFICATIONS
INSPECT INLETS AT LEAST Hffl(Z Y AND AFTER EACH
SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT. CLEAR
THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROWDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
FRONT VIEW
MAINTENANCE NOTES-
1. FILTER OUTLETS SHALL bF INSPECTED BY THE
FINANCIALL Y RESPONSIBLE PARTY OR HIS AGENT
IMMEDIATE[ Y AFTER EACH RAINFALL AND AT LEAST DAIL Y
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED
SHALL BE MADE IMMEDIATEL Y.
2. THE STONE SHALL BE REPLACED PROMPT[ Y AFTER ANY
f-VENT THAT HAS CLOGGED OR REMOVED IT.
J SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH 6 INCHES. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE 51L T FENCE OUTLET IS REMOVED SHALL
BE DRESSED TO CONFORM TO THE EX1577NG GRADE,
SILT FENCE PREPARED AND SEEDED.
2 NOT TO SCALE
DRAINAGE
AREA MAY NOT
EXCEED 1 ACRE.
GALVANIZED HARDWARE WIRE
CONSTRUCTION SPECIFICATIONS
EXTENDS TO THE TOP OF BOX.
1. UNIFORMLY GRADE SHALLOW
(19 GUAGE, 1/4" MESH OPENINGS.)
DEPRESSION APPROACHING THE INLET.
j800
2. DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
°
THE PERIMETER OF THE INLET, A MAX.
0
0
a
OF 4 FEET APART.
00 0
°�3.
SURROUND THE POSTS WITH MESH
000� 0
002: 1
HARDWARE CLOTH. SECURE THE WIRE
°4'0OQ'00PO0
p00 00
MESH TO THE STEEL POLES AT THE
°�0QZ00°0 0p
�p 00�1
o�d o� p -�
00 0 °0
TOP, MIDDLE AND BOTTOM. PLACING A
2-FOOT STRIP OF THE WIRE MESH
00
0 0pcb
0 p0 ° o
UNDER THE GRAVEL FOR ANCHORING
co/o�or� CIO 0 Oo
0 000 0 0
po
0 0 Q
p
_ IS RECOMMENDED.
000
0
0 O Co 0 o p 0
0 00 p0 p
4. PLACE CLEAN GRAVEL (NC DOT #5
0 0 00 0 O °
0 00
pn
OR #57 STONE) ON A 2:1 SLOPE WITH
000 00 p° 00OoO
p0>=00 000
0 0g0�00 O° 000�j°0°
0 � 0o g00o00 o -�
HEIGHT OF 16 INCHES AROUND THE
WIRE, AND SMOOTH TO AN EVEN
00p0 0U�%o
0 00 �1Q' 00 00�� O go J
GRADE.
# 57 WASHED STONE PLACED TO A
HEIGHT OF 16" MIN. ABOVE
5. ONCE THE CONTRIBUTING DRAINAGE
TOP OF BOX
ARE HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT AND
TEMPORARY INLET PROTECTION
ESTABLISH GRADING
4
ELEVATIONSFINAL
NOT TO SCALE
6. COMPACT THE AREA PROPERLY AND
STABILIZE IT WITH GROUNDCOVER.
N OTE: MAINTENANCE.
L = THE DISTANCE SUCH THAT POINTS MAINTENANCE: USE DOZER TRACKS TO PERIODICALLY CHECK THE
9" MIN 1.5' MI A AND B ARE OF EQUAL ELEVATION INSPECT CHECK DAM ONCE A WEEK AND CREATE GROOVES SEEDED SLOPES FOR RILLS
PERPENDICULAR TO THE AND WASHES. FILL THESE
AFTER EVERY RAINFALL. IMMEDIATELY
12" OF NCDOT ##5 1111-1111-1111=1111� A L B REMOVE SEDIMENT FROM THE FLOW AREA SLOPE. GROOVES WILL CATCH AREAS SLIGHT[ Y ABOVE THE
OR #57 WASHED S'T 1 5' ,og AND REPAIR THE DIVERSION. REPAIR THE
CHANNEL LINING AS NECESSARY PER THE SEED, FERTILIZER, MULCH, ORIGINAL GRADE, THEN
=111LIIIl- MANUFACTURER'S INSTALLATION RAINFALL AND DECREASE RESEED AND MULCH AS SOON
FILTICLO CLASS GRIP -RAP o o qqoQ� Apo SIDE VIEW III)-'' REQUIREMENTS. CHECK OUTLETS AND SEDIMENT IN RUNOFF. AS POSSIBLE.
PLAN VIEW 6$�Ov ° 2 MAX CENTER T MAKE TIMELY REPAIRS AS NEEDED TO
FILTER CLOTH op o oa AVOID GULLY FORMATION. WHEN THE
CHECK DAM �ao � oo� AREA ABOVE THE CHECK DAM IS 8 SLOPE TRACKING DETAIL
o o PERMANENTLY STABILIZED, REMOVE THE
nNOT 4' TO 6'� PROTECTION AND FILL AND STABILIZE THENOT TO SCALE
TO SCALE CHANNEL TO BLEND WITH THE NATURAL
CROSS-SECTION VIEW SURFACE.
DUMP STRAP
1" REBAR FOR BAG -
REMOVAL FORM INLET
SEDIMENT SACK
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
REMOVE SEDIMENT DEPOSITED AS NEEDED
TO PROVIDE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REMOVE PRESSURE ON
THE SILT FENCE.
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
'RADE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
0
I
N
o
N
FILL SLOPE
z
i N
, GRADE
12" MIN. ANCHOR
SKIRT
\
BOTTOM OF WIRE FENCE AND
I
I FILTER FABRIC BURIED 8"
VERTICALLY AND 4" HORIZONTALLY
IN EXCAVATED TRENCH
SIDE VIEW
INSTALLATIONDETAIL
```�`````````` `` NOTES:1. 1 11 /ALLOW
��O`GUTTER PROTECTIONON PUBLIC ROADS,
SILT BAGS SHOULD BE USED NTH
2. BAGS THESE CASES.
SHOULD BE CLEANED OUTAFTER-
i`...::.. AND/OR
►cvu`
!►!i!�!�!�!�l :a\/ -DUMP STRAP
%i SILT BAG INLET PROTECTION
Ll NOT TO SCALE
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
Date Type
Planting Rate
March - Oct. Browntop Millet
40 Ibs/acre
Nov. - Feb. Winter Rye
120 Ibs/acre
PERMANENT SEEDING SPECIFICATIONS/SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
Date Tye
Planting Rate
Aug 15 - Nov 1 Deer Tongue
300 Ibs/acre
Nov 1 - Mar 1 Deer Tongue do Abruzzi Rye
300 Ibs/acre
Mar 1 - Apr 15 Deer Tongue
300 Ibs/acre
Apr 14 - Jun 30 Hulled Common Bermuda Grass
25 Ibs/acre
Jul 1 - Aug 15 Deer Tongue do Browntop Millet
240 Ibs/acre-Deer Tongue;
or Sorghum -Sudan Hybrids
35 Ibs/acre Browntop Millet
30 Ibs/acre Sorghum -Sudan Hybrids
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 - 2:1)
Date Tye
Planting Rate
Mar 1 - Jun 1 Switchgrass do
50 Ibs/acre (Switchgrass)
use the following combinations:
Mar 1 - Apr 15 Add Deer Tongue
240 Ibs/acre
Mar 1 - Jun 30 Or add Julled Common
25 Ibs/acre
Bermuda Grass
Jun 1 - Sep 1 Deer Tongue do Browntop Millet
240 Ibs/acre Deer Tongue
or Sorghum -Sudan Hybrids
35 Ibs/acre Browntop Millet
30 Ibs/acre Sorghum -Sudan Hybrids
Sep 1 - Mar 1 Switchgrass do
70 Ibs/acre Switchgrass
Deer Tongue
240 Ibs/acre Deer Tongue
Nov 1 - Mar 1 Add Abruzzi Rye
25 Ibs/acre
CONSULT S&EC ENGINEER FOR ADDITIONAL INFORMATION CONCERNING
OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER
TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE,
FESCUE MAYBE SHADED OUT.
TEMPORARY AND PERMANENT
SEEDING
9 NOTTO SCALE
EXPANSION RESTRAIN
(1/4" NYLON ROPE, LIMP STRAPS
2" FLAT WASHERS) 2 EACH
BAG DETAIL
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
SOIL (SEE SEEDING MIXTURE).
5. CONTINUE TILLAGE UNITL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED,
RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
SEEDING MIXTURE:
AGRICULTURE LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS/ACRE
CONSULT S&EC ENGINEER FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES
FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO
WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT
BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
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COUNTY PROJECT NUMBER 1
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534 01 001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
SHEET
28 OF44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\027-029-100534-D-CP-001-ESD.dwg

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1
CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity
being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01
Construction General Permit (Sections E and F, respectively). The permittee shall comply with the
Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details
and specifications shown on this sheet may not apply depending on site conditions and the delegated
P Y PP Y P 9 9
Quthority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar days
Timeframe variations
after ceasing land
disturbance
()a Perimeter dikes swales
ditches, and perimeter
7
None
slopes
(b) High Quality Water (H Q
) 7
None
Zones
(c) Slopes steeper than
7
3:1
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches,
(e) Areas with slopes flatte
H
Perimeter slopes P and QW Zones
than 4:1
14
-10 days for Falls Lake Watershed unless there
is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary ground
stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case
longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall
be maintained in a manner to render the surface stable against accelerated erosion until permanent
round stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in
the table below:
Temporary Stabilization
P rY
Permanent Stabilization
• Temporary grass seed covered with straw or
P Yg
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction, selecting
from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or
surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identifyleaks and repair as soon as feasible or remove leaking equipment from the project.
P 9P 1
4. Collect all spent fluids store in separate containers and properly dispose as hazardous waste
P P P P Y P
(recyclewhen ).
P ossible
5. Remove leaking vehicles and construction equipment from service until the problem has been
corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling
or disposal center that handles these materials.
LITTER. BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bur or burn waste. Place litter and debris in approved waste containers.
Y PP
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site
to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless
no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland
areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide secondary
containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers
overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
1. Do not dump paint 9 aint and other liquid waste into storm drains streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless
no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction
sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or
wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable,
provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with
sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic
areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed
sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away
from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it
can be shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet
from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the
approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical
or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for
temporary or permanent control needs.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
r
A
1 _ ■1M1L
1
1 1
_�I��0
1 1
1
I
1
I
1 _ so
_ 1
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOW FILTRATION
SANDBAGS (TYP.) SOIL BERM
OR STAPLES
10'
MIN
11 IF" 5 ►
1 -
1
I
lim
1
LAL/\/N/;,/
PLAN CONCRETE CLEARLY MARKED B
WASHOUT SIGNAGE NOTING PLAN SANDBAGS
DEVICE (18"X24" MIN.) OR STAPLE
-SANf1RARq 1
10 MIL
1'1 PLASTIC
SILT FEN C LINING
SANDBAGS (TYP.)
SIDE SLOPE
OR STAPLES
(TYP.)
QL X
SECTION A-
-'dA
°
(k§TAPLES
0 MIL COHESIVE &
AS LI
� ; LOW FILTRATION
L TT��(( NN NN(( SOIL BERM
f 1 �IISF SI nPF /�
(TYP.)
o-L X X
M SECTION B-B
NOTES:
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
MAINTAINED WHEN THE AND LIQUID OR SOLID REACHES Q /
75% OF THE STRUCTURES CAPACITY TO PROVIDE
75% OF THE STRUCTURES CAPACITY.
ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid
waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition lace the
9 P
mixer and associated materials on impervious barrier and within lot perimeter silt fence.
P
4. Install temporary concrete washouts per local requirements, where applicable. If an alternate
P Y P 9 PP
method or product is to be used, contact your approval authority for review and approval. If
local standard details are not available, use one of the two types of temporary concrete
washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections.
Stormwater accumulated within the washout may not be pumped into or discharged to the storm
drain system or receiving surface waters. Liquid waste must be pumped out and removed from
project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be
shown that no other alternatives are reasonably available. At a minimum, install protection of
storm drain inlet(s) closest to the washout which could receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in
front of the washout. Additional controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits. Post
signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events.
Replace the tarp, sand bags or other temporary structural components when no longer functional.
When utilizing alternative or proprietary products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved
disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of
washout.
HERBICIDES. PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists
directions for use, ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where
they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill
occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. J
EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
are Self -ins inspections required during normal business hours in accordance with the table below. When
P 9 9
adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy,
Y.
the inspection may be delayed until the next business day on which it is safe to perform the
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inspection. In addition when a storm event of equal to or greater than 1.0 inch occurs outside of
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normal business hours the self -inspection shall be performed upon the commencement of the next
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business day. Any time when inspections were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
Frequency
Inspect
[during normal
Inspection records must include:
business hours)
1 Rain
() gauge
Dail Y
Dail rainfall amounts.
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maintained in
If no daily rain gauge observations are made during weekend or
workin
good g
holiday periods, and no individual -day rainfall information is
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order
available, record the cumulative rain measurement for those un-
attended days and this will determine if a site inspection is
( P
needed). Days on which no rainfall occurred shall be recorded as
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"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification ofthe measures inspected,
Measures
7 calendar days
2. Date and time ofthe inspection,
and within 24
3. Name ofthe person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > l.a inch in
properly,
24 hours
5. Description ofmaintenance needs forthe measure,
b. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7 calendar days
2. Date and time ofthe inspection,
outfalls (SDOs}
and within 24
3. Name ofthe person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
P
event > 1.a inch in
_
sheen floating or suspended solids ordiscoloration
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24 hours
S. Indication of visible sediment leaving the site,
5. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7calendardays
ofthe following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits
event > 1.o inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record ofthe following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible}
event > 1.0 inch in
2. Records ofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved
E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items
pertaining to the E&SC Ian shall be kept on site and available for inspection at all times during
P 9 P P P 9
normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
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of the approved E&SC Plan or complete, date
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locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
PP
Plan or complete, date and sign an inspection
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Plan.
report to indicate compliance with approved
ground cover specifications.
d The maintenance and repair
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Complete, date and sign an inspection report.
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requirements for all E&SC Measures
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have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
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corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC Ian documents above the following items shall be kept on the site
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and available for inspectors at all times during normal business hours unless the Division provides a
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site -specific exemption based on unique site conditions that make this requirement not practical:
P P 9 9
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall record the
required observations on the Inspection Record Form provided by the Division or a similar
inspection form that includes all the required elements. Use of electronically -available records in
lieu of the required paper copies will be allowed if shown to provide equal access and utility as
the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period of three
years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out
unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be
allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprop are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
P
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
The cause sheen on surface waters (regardless of volume or
Y ( 9 ).
• They are within 100 feet of surface waters (regardless of volume).
c Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean
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Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S.
143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the
appropriate Division regional office within the timeframes and in accordance with the other requirements
listed below. Occurrences outside normal business hours may also be reported to the Department's
Y eP P
Environmental Emergency Center personnel at 800 858-0368.
9 Y P ( )
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
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with the federal or state impaired -waters conditions.
b Oils ills and
{) p
Within 24 hours an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date ofthe bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation ofthe anticipated quality and
122.41(m)(3)]
effect oft he bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
EFFECTIVE: 04/01/19
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1 DATE : FEBRUARY 2024 1
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Overall Len th
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Overall Widty
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Overall Body Height
Min Body Ground Clearance
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1.334ft
Max Track Width
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Lock -to -lock time
6.00s
Max Steering Angle (Virtual)
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GRAPHIC SCALE
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( IN FEET )
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COUNTY PROJECT NUMBER 1
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
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JOB No. 100534-01-001
120
DATE : FEBRUARY 2024
FILE No. 100534-D-CP-001
SHEET 30 OF 44
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2009 Edition Page 385
Optional dotted extension
F
Figure 313-18. Do Not Block Intersection Markings
1 t Note: Align the edges of the box to
define the specific area that is not
to be blocked. The box does not
ce
have to be rectangular in shape.
Optional dotted extensions
Direction of congested traffic
R 10-7
0(the R10-7 sign may also t
mounted over the roadway)
Option A:
Box only with
8- to 12-inch I -
solid white lines
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Option B:
Box with "DO NOT BLOCK," "KEEP
CLEAR," or similar text only message
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Option C:
Box with 4- to 6-inch solid
white crosshatch lines
•. OR
A
djacent signalized intersection
Legend
Direction of travel
Option D:
"DO NOT BLOCK," "KEEP CLEAR,"
or similar text only message (no box)
STOP SIGN
'DO NOT ENTER' SIGN
SIGN
STOP
STD. NUMBER
R1-1
R5-1
SIZE
30" X 30"
30" X 30"
KEY
10
11
** NOT TO SCALE **
1 TO"
25'
11 0"
3' 6"
5' 7"
120" 1
Front Elevation ,�
Side Elevation
Scale 1/4" = 1'
ROYAL FARMS
Overall Height
Qty
Number of Grades
Numeral Size
Drawing prepared by Absolute gns Neon
Store 541
25'
1
3
14"
10/�/23
Total Square Footage
Royal Farms Approved
Permit Submitted
Permit Approved
Shallotte, INC.
e
63.5
❑
❑
❑
J
"ROYAL FARM S
CABINET: 0.40 ALUMINUM WITH ACRYLIC LETTERING.
ILLUMINATED WITH LED LIGHTS.
INSTALLATION: WALL MOUNT.
TOTAL SIGN SQUARE FOOTAGE: 37.85
ROYAL FARMS BUILDING CHANNEL LETTERS 2S
NOT TO SCALE
FUEL CANOPY FRONT:
N-ROYAL FARMS
19'-9"
TOTAL SIGN SQUARE FOOTAGE (FRONT): 37.85 SQFT
FUEL CANOPY BACK:
1 ROYAL FARMS
TOTAL SIGN SQUARE FOOTAGE (BACK): 24.2 SQFT
ROYAL FARMS FUEL CANOPY CHANNEL LETTERS
5S
NOT TO SCALE
23' - 6"
6" WORLD FAMOUS CHICKEN & FRESH KITCHEN
@ FRONT TRELLIS FONT: COPPERPLATE GOTHIC BOLD
COLOR: ROYCROFT COPPER RED
NOTE: FIRST LETTER OF EACH WORD ARE
UPPERCASE, ALL OTHER LETTERS ARE
LOWERCASE.
TOTAL SIGN SQUARE FOOTAGE: 11.75
13'-3"
e T WORLD FAMOUS CHICKEN & FRESH KITCHEN
@ REAR ENTRY CANOPY FONT: COPPERPLATE GOTHIC BOLD
COLOR: ROYCROFT COPPER RED
NOTE: FIRST LETTER OF EACH WORD ARE
UPPERCASE, ALL OTHER LETTERS ARE
LOWERCASE.
TOTAL SIGN SQUARE FOOTAGE: 4.41
ROYAL FARMS CHANNEL LETTERS
NOT TO SCALE
3:
11 '-5 1 /2" 1
— 1 1/2"
$ AL
FARM
2'-0"
2'-0"
2'-0"
TOTAL SIGN SQUARE FOOTAGE: 1
STANDARD DIRECTIONAL SIGN
NOT TO SCALE
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COUNTY PROJECT NUMBER 1
LEGEND AND BORDER -GREEN
RESERVED BACKGROUND -WHITE
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SIGN SHALL BE R7-8 (12"X18")
PARKING
WHITE SYMBOL ON BLUE
BACKGROUND
Std Flow
Car/Truck Std Flow
Diesel Diesel
PLAN STATUS
02 22 24
ISSUED TO CLIENT
WHERE APPLICABLE LEGEND-
GREEN
BACKGROUND -WHITE
VAN (RETROFLECTIVE)
5 5
PROVIDE VAN ACCESSIBLE SIGN
ACCESSIBLE R7 8a
(12"X6") WHERE REQUIRED
Hi Flow
Truck Std Flow
PENALTY LEGEND - BLACK
$250"OFFENSE BACKGROUND -WHITE
SUBSEQUENT OFFENSES (REFLECTIVE)
pPT�poo 1� SIGN SHALL BE R78P
COMMUNITYSERVICE (10"X12")
Diesel Diesel
11 5"
TOW -AWAY ZONE
FINE VARIES PER
JURISDICTION
5 5
a BREAKAWAY POST
N
DATE
DESCRIPTION
00 SIGNAGE SHALL BE INSTALLED ON LEFT
w BOLLARD IN HC PARKING SPACES AND
AI
ACCESSIBLE AISLES
DEF & Std Flow
Hi Flow Diesel
Diesel
TOTAL SIGN SQUARE FOOTAGE: 1.2
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
NOTE:
1. SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
SCALE H: 1 "=40'
V: N/A
2. SIGNS ATTACHED WITH ACORN NUT TYPE FASTENERS.
JOB No. 100534-01-001
ACCESSIBLE PARKING SIGN DETAIL
\ PUMP DESIGNATOR BLADE SIGNS
NOT TO SCALE
NOT TO SCALE
\
DATE : FEBRUARY 2024
FILE No. 100534-D-CP-001
SHEET 31 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\031 -1 00534-D-CP-001 -SGN.dwg

STORM SEWER COMPUTATIONS FOR A 10-YR STORM EVENT
Structure
Drainage Area
(acre)
Runoff
Coef.
CA
Tc
(min.)
I
(in/hr)
Q
(cfs)
Slope (%)
From Invert
Out
To Invert
In
From Top
To Top
Structure
Depth
From
n
Diameter
Velocity
Length
Flow
Capacity
q/Q
To
Incr.
Accum.
Incr.
Accum.
min
(min)
actual
(actual)
in
( )
(p)
(fps)
O
Time
(m n)
(cfs)
(0/0)From
PROPOSED ROOF DRAINS
RD26
RD2A
0.017
0.017
0.90
0.015
0.015
5.0
9.43
0.14
0.12
2.00
30.00
29.06
33.75
33.45
3.75
0.018
6
1.93
46.88
0.41
0.57
24.85%
RD2A
RD2
-
0.017
0.90
0.000
0.015
5.0
9.43
0.14
0.12
2.00
28.25
27.96
33.45
33.20
5.20
0.018
6
1.93
14.26
0.12
0.57
24.85%
RD2
RD3
-
0.034
0.90
0.000
0.030
5.0
9.43
0.28
0.49
2.00
27.96
27.94
33.20
33.20
5.24
0.018
6
2.91
1.41
0.01
0.57
49.70%
RD3
RD4
-
0.050
0.90
0.000
0.045
5.0
9.43
0.43
1.11
2.00
27.94
27.46
33.20
33.00
5.26
0.018
6
2.39
23.84
0.17
0.57
74.52%
RD4
SD9
-
0.067
0.90
0.000
0.060
5.0
9.43
0.57
0.43
2.00
27.46
26.55
33.00
32.67
5.54
0.018
8
3.37
45.33
0.22
1.23
46.13%
RD1
RD2
0.017
0.017
0.90
0.015
0.015
5.0
9.43
0.14
0.12
6.91
30.00
27.96
33.75
33.20
3.75
0.018
6
2.76
29.47
0.18
1.06
13.37%
RD3A
RD3
0.017
0.017
0.90
0.015
0.015
5.0
9.43
0.14
0.12
6.77
30.00
27.94
33.75
33.20
3.75
0.018
6
2.76
30.48
0.18
1.05
13.49%
RD4A
RD4
0.017
0.017
0.90
0.015
0.015
5.0
9.43
0.14
0.12
5.33
30.00
27.46
33.75
33.00
3.75
0.018
6
2.76
47.67
0.29
0.94
15.20%
RD5
RD6
0.002
0.002
0.90
0.002
0.002
5.0
9.43
0.02
0.00
2.00
30.35
29.95
33.75
33.15
3.40
0.018
6
0.85
20.09
0.39
0.57
2.65%
RD6
RD7
-
0.002
0.90
0.000
0.002
5.0
9.43
0.02
0.00
2.00
29.95
29.23
33.15
32.61
3.20
0.018
6
0.85
36.05
0.71
0.57
2.65%
RD7
SD12
-
0.004
0.90
0.000
0.003
5.0
9.43
0.03
0.01
2.00
29.23
29.14
32.61
32.61
3.38
0.018
6
0.59
4.56
0.13
0.57
5.30%
RD7A
RD7
0.002
0.002
0.90
0.002
0.002
5.0
9.43
0.02
0.00
2.08
30.15
29.23
33.75
32.61
3.60
0.018
6
0.85
44.26
0.87
0.59
2.60%
RD8
RD9
0.019
0.019
0.90
0.017
0.017
5.0
9.43
0.16
0.15
2.00
31.50
30.75
33.75
33.30
2.25
0.018
6
2.15
37.49
0.29
0.57
27.740/6
RD9
RD10
-
0.019
0.90
0.000
0.017
5.0
9.43
0.16
0.15
1.00
30.75
30.54
33.30
33.25
2.55
0.018
6
1.85
21.26
0.19
0.41
39.23%
RD10
RD11
-
0.037
0.90
0.000
0.034
5.0
9.43
0.32
0.62
1.00
30.54
30.28
33.25
33.00
2.71
0.018
6
1.78
25.92
0.24
0.41
78.46%
RD11
SD14
-
0.037
0.90
0.000
0.034
5.0
9.43
0.32
0.62
1.00
30.28
29.97
33.00
33.07
2.72
0.018
6
1.78
31.22
0.29
0.41
78.46%
RD10A
RD10
0.019
0.019
0.90
0.017
0.017
5.0
9.43
0.16
0.15
2.00
31.28
30.54
33.75
33.25
2.47
0.018
6
2.15
37.16
0.29
0.57
27.74%
RD12
RD13
-
0.017
0.90
0.000
0.016
5.0
9.43
0.15
0.30
0.13
0.54
2.00
29.42
29.18
33.45
33.21
4.03
0.018
6
1.98
12.00
0.10
0.57
25.60%
51.89%
RD13
RD14
-
0.035
0.90
0.000
0.032
5.0
9.43
2.00
29.18
29.01
33.21
33.04
4.03
0.018
6
1.67
8.43
0.08
0.57
RD14
SD11
-
0.035
0.90
0.000
0.032
5.0
9.43
0.30
0.54
1.00
29.01
28.71
33.04
32.61
4.03
0.018
6
1.67
30.50
0.31
0.41
73.38%
RD12A
RD12
0.008
0.008
0.90
0.007
0.007
5.0
9.43
0.07
0.03
2.00
29.70
29.42
33.45
33.45
3.75
0.018
6
1.36
14.00
0.17
0.57
12.27%
RD12B
RD12
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.08
0.04
2.00
29.70
29.42
33.45
33.45
3.75
0.018
6
1.48
14.00
0.16
0.57
13.33%
RD13A
RD13
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.07
0.03
1 2.00
29.46
29.18
33.21
33.21
3.75
0.018
6
1.44
14.00
0.16
0.57
12.96%
RD13B
RD13
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.08
0.04
2.00
29.46
29.18
33.21
33.21
3.75
0.018
6
1.48
14.00
0.16
0.57
13.33%
RD15
RD16
-
0.018
0.90
0.000
0.016
5.0
9.43
0.15
0.14
2.00
30.02
29.78
33.45
33.21
3.43
0.018
6
2.07
12.00
0.10
0.57
26.65%
RD16
RD17
-
0.036
1 0.90
0.000
0.032
5.0
1 9.43
0.31
0.57
2.00
29.78
29.23
33.21
32.66
3.43
0.018
6
1.71
27.33
0.27
0.57
53.31%
RD17
SD12
-
0.036
0.90
0.000
0.032
5.0
9.43
0.31
0.57
2.00
29.23
29.15
32.66
32.61
3.43
0.018
6
1.71
3.98
0.04
0.57
53.31%
RD15A
RD15
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.08
0.04
2.00
30.30
30.02
33.45
33.45
3.15
0.018
6
1.48
14.00
0.16
0.57
13.33%
RD15B
RD15
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.08
0.04
2.00
30.30
30.02
33.45
33.45
3.15
0.018
6
1.48
14.00
0.16
0.57
13.33%
RD16A
RD16
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.08
0.04
2.00
30.06
29.78
33.21
33.21
3.15
0.018
6
1.48
14.00
0.16
0.57
13.33%
RD16B
RD16
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.08
0.04
2.00
30.06
29.78
33.21
33.21
3.15
0.018
6
1.48
14.00
0.16
0.57
13.33%
RD18
RD19
-
0.017
0.90
0.000
0.016
5.0
9.43
0.15
0.13
2.00
30.42
30.18
33.45
33.21
3.03
0.018
6
1.98
12.00
0.10
0.57
25.53%
RD19
RD20
-
0.034
0.90
0.000
0.031
5.0
9.43
0.29
0.52
2.00
30.18
29.68
33.21
32.71
3.03
0.018
6
1.64
24.83
0.25
0.57
1 51.06%
RD20
SD13
-
0.034
0.90
0.000
0.031
5.0
9.43
0.29
0.52
2.00
29.68
29.54
32.71
32.61
3.03
0.018
6
1.64
6.96
0.07
0.57
51.06%
RD 18A
RD18
0.009
0.009
0.90
0.008
0.008
5.0
9.43
0.08
0.04
2.00
30.70
30.42
33.45
33.45
2.75
0.018
6
1.48
14.00
0.16
0.57
13.33%
RD1813
RD19A
RD18
0.008
0.008
0.90
0.007
0.008
0.007
5.0
9.43
0.07
0.03
2.00
30.70
30.42
33.45
33.45
2.75
0.018
6
1.36
1.48
14.00
14.00
0.17
0.16
0.57
12.20%
RD19
0.009
0.009
0.90
0.008
5.0
9.43
0.08
0.04
2.00
30.46
30.18
33.21
33.21
2.75
0.018
6
0.57
13.33%
RD19B
RD19
0.008
0.008
0.90
0.007
0.007
5.0
9.43
0.07
0.03
2.00
30.46
30.18
33.21
33.21
2.75
0.018
6
1.36
14.00
0.17
0.57
12.20%
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
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=3 N
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H
COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
SMC
CVF
DESIGN
DRAWN
CHKD
SCALE
H: 1 "=20'
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\032-1 00534-D-CP-001 -ROOFDRAIN.dwg
F
SHEET 32 O44

J
10+00
1-llnx-iw.. -
55 MPH POSTED SPL A? L ROAD` D �rAss
LII
OHE OHE OHE
BAY FOODS, INC.
DEED BOOK 4198 PAGE 1256
TAX PARCEL 18200063
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— — — — — — — — — — — — — —— ----�GHW Y W SH� PRDP.
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N �RINC.ISPE�LIMIT
POSTED SGN
PROP. NCDOT
SIGHT DISTA CE LEFT _ — — — — — — — — B�
Ilk:\ 16+00 — —16+53 } 115ag"F
1 jinn 14+00 _ 15+00 — � — I , � / . ia3- .
---T----J---_—I I I----L------T- I — — I--- — — — —r
12+00
13+00
14+00
15+00
16+00
GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
GRAPHIC SCALE
50 0 25 50 100 200
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F-
COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 iISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: 1 "=50'
V: 1 "=5'
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (EN G)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\033-100534-D-CP-001-SIGHT.dwg
( IN FEET )
1 inch = 50 ft.
SHEET 33 OF44

ACCESSIBLE PARKING SIGNAGE NOTES:
1. ALL LETTERS ARE TO BE PER THE LATEST EDITION OF THE MUTCD.
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND
AND BORDER.
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE NUMBER.
5. ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE.
6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES. (MUTCD)
7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE.
MUTCD
V A N
R7-8P
ACCESSIBLE111
12"x6"
RESERVED
PARKING
R7T8D
12"08"
MAXIMUM
PENALTY
$250
Os20-s7.e
12"x9"
MUTCD
VAN
R7-8P
ACCESSIBLE
12"x6"
RESERVED
PARKING
MUTCD
R7-8E
12"x26"
MAXIMUM
PENALTY
$250
0320-57.!
HANDICAP SIGN
%1 HANDICAP PARKING SIGN DETAIL
8 NOT TO SCALE
STANDARD 6" CURB
PARKING SPACE HEIGHT
STRIPING
HANDICAP PARKING, ACCESS
3 RAMP AND ACCESS AISLE DETAILS
NOT TO SCALE
,-STANDARD STATE APPROVED
HANDICAPPED SIGNAGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HEIGHT REQUIRED.
PROVIDE ADDITIONAL SIGNAGE
AS REQUIRED PER REGULATIONS
BOLT SIGNS TO GALVANIZED
METAL PIPE COLUMN
6" DIAMETER CONCRETE FILLED
o STEEL PIPE BOLLARD, PAINTED YELLOW
c'
CONCRETE SURROUND AROUND PIPE COLUMN I
GENTLY WARP THE PARKING LOT AS NEEDED)
UP TO THE ACCESSIBLE RAMP. MAINTAIN A 4
CURB HEIGHT TO THE IMMEDIATE LEFT AND
RIGHT SIDE OF THE ACCESSABLE RAMP.
SITE ACCESSIBILITY DETAIL NOTES:
1. REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP PARKING, WALKWAYS AND RAMPS. NOTE:
2. ALL WALKWAYS, RAMPS, AND HANDICAP PARKING SIGNAGE, ETC. SHALL MEET APPROVED AMERICANS WITH DISABILITIES ACT ALL HANDICAPPED RAMP AND ACCESS AISLES
(ADA) STANDARDS AND LOCAL ACCESSIBILITY CODE. SHALL MEET ALL CODES AND ADA
REGULATIONS.
3. ONE OUT OF EVERY TWO (2) ACCESSIBLE PARKING SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
4. ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SURFACES SHALL HAVE COLORED TOOLED/SERRATED SLIP RESISTAND SURFACING
AND/OR TACTILE WARNING DEVICE PER ADA STANDARDS AND LOCAL ACCESSABILITY CODE.
5. ALL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK TO LIGHT) WITH
ADJOINING CONCRETE SURFACES (MINIMUM 70% COLOR CONTRAST).
6. THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN CONCRETE ACCESSIBLE RAMPS SHALL BE AN INTEGRAL (PERMANENT)
PART OF THE CONCRETE AND SHALL NOT BE PAINTED ON OR CAPABLE OF FADING OR WEARING OFF.
7. FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION.
11 SEE ARCH PLANS
H.C. / SHOPPING CART RAMP TO BE
CENTERED ABOUT THE FRONT DOOR.
4'-0" Z COLORED TOOLED/SERRATED
lo SLIP RESISTANT SURFACING
SIDEWALK AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
AMERICAN WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES
O o - w D AND CODE REQUIREMENTS
N 1:10 MAX. SLOPE PAINTED YELLOW
1:10 MAX. SLOP\ '-0 BOLLARD WITH HANDICAP PARKI
NG
5SIGN, AS REQUIRED.
BOLLARD WITH
HANDICAP 4" PAINTED STRIPES - HC BLUE
PARKING SIGN, AS COLOR 0 24" O.C. AT 45 DEGREES.
REQUIRED.
BOLLARD 4" PARKING SPACE STRIPE.
PAINTED YELLOW BLUE COLOR.
HANDICAP PARKING DETAIL O
4 NOT TO SCALE 9'-0" MIN 10'-0" 9'-0" MIN
FOR CONTROL/ EXPANSION JOINTS, PLEASE REFER TO EXHIBIT E.4
COLORED CONCRETE:
MANUFACTURER: INCRETE COLOR-CRETE
COLOR: COAL MEDIUM FT9120
SEALANT: KAUFMAN KRYSTAL 25 OTC
_ SEE PLAN FOR SIZE
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL WEIGHT
AIR -ENTRAINED, MAX W/C = 0.45; FIBER 1.5 LBS/ CUBIC YARD EUCLID TYPE
F FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO BE ADDED AT
CONCRETEPLANT
WORKABILITY: ADD HIGH RANGE WATER REDUCER (SUPERPLASTICIZER)
AS NECESSARY TO ACHIEVE PROPER WORKABLE CONCRETE (APPROX.
SLUMP = 6")
0 0 0
-0000
OO-.-.O
BUILDING EXTERIOR WALL
USE ZIP STRIPS- FILL WITH POURABLE CAULK
WIDTH=1/4"
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI
NORMAL WEIGHT AIR -ENTRAINED, MAX W/C = 0.45;
FIBER 1.5 LBS/ CUBIC YARD EUCLID TYPE F FIBRILLATED
MICRO FIBER PSI FIBERSTRAND TO BE ADDED AT
POUR FLUSH CONCRETE PLANT
W/ WORKABILITY: ADD HIGH RANGE WATER REDUCER
PROP. (SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE
PAVEMENT PROPER WORKABLE CONCRETE (APPROX. SLUMP = 6")
GRADE
TACK COAT 0.2 SEE NOTE %CROSS SLOPE
GAL./SQ. YARD FINISH FLOOR
BITMUNOUS
CONCRETE La
PAVEMENT OR )
CONCRETE PER ?5�v
SITE PLAN
0
oc o0
000 00
O
O 00
0
0 00 00
'll-,���I-1Lli�i��l �I�lil1l-�l�
CR-6 STONE SUBBASE
COMPACTED PREPARED
SUBGRADE - MIN 98%
COMPACTION
SECTION VIEW
6" CONCRETE PARKING PAD
PAVEMENT DETAIL
NOT TO SCALE
jSIDEWALKS
ADJACENT TO THE
ARE TO BE COLORED
/STORE
BROOM FINISHED
/CONCRETE
PERPENDICULAR TO STORE
/
/
FOR CONTROL/EXPANSION
/JOINTS,
PLEASE REFER TO EXHIBIT
E.4 - COORDINATE W/ RF & CIVIL
ENGINEER.
COMPACTED SUBGRADE TO COLORED CONCRETE.
98% MAX DRY DENSITY PER MANUFACTURER: INCRETE
ASTM D1557 COLOR-CRETE
/ COLOR: COAL MEDIUM FT9120
4" COMPACTED GRAVEL SEALANT: KAUFMAN KRYSTAL 25
OTC
BASE
1/2" ISOLATION JOINT HELD
1/2" BELOW FINISH
SIDEWALK WITH SEALANT
NOTE:
L ALL CONCRETE CURBS AND SIDEWALKS TO BE 4,000 P.S.I. CONCRETE.
SIDEWALK PAVEMENT DETAIL
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL
WEIGHT AIR -ENTRAINED, MAX W/C = 0.45; FIBER 1.5 LBS/ CUBIC
YARD EUCLID TYPE F FIBRILLATED MICRO FIBER PSI
FIBERSTRAND TO BE ADDED AT CONCRETE PLANT
WORKABILITY: ADD HIGH RANGE WATER REDUCER
(SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER
WORKABLE CONCRETE (APPROX. SLUMP = 6")
000 0 0 0
�o0 0 oc
000p00 0 O00Op0
000000 0 0 0 0 o0^p0o
O 0 O __
NOT TO SCALE
28 DAY 4,000 PSI
CLASS"A"
CONCRETE
POUR FLUSH
W/
PROP.
PAVEMENT
GRADE
TACK COAT 0.2
GAL./SQ. YARD
BITMUNOUS
CONCRETE
PAVEMENT OR
CONCRETEPER
SITE PLAN
#8 STONE SUBBASE COMPACTED PREPARED
SUBGRADE - MIN 98%
COMPACTION
6" CONCRETE FUEL CANOPY PAD
PAVEMENT DETAIL
NOT TO SCALE
3" ASPHALT SURFACE COURSE
(COMPACTED TO 92-96% DENSITY)
4" ASPHALT BINDER COURSE (COMPACTED
TO 92-96% DENSITY)
lo" COMPACTED STONE BASE
(COMPACTED TO 98% COMPACTED PER
GEOTECHNICAL REPORT)
COMPACTED SUBGRADE
NOTE: (PER GEOTECHNICAL REPORT)
1. REVISE TO MEET JOB AND LOCAL JURISDICTION REQUIREMENTS AND GEOTECHNICAL REPORT
REQUIREMENTS. THE MINIMUM REQUIRED THICKNESS ARE SHOWN IN THE DETAIL. USE LOCAL DOT
PAVEMENT MIX DESIGN FOR WEARING AND BINDING COURSES.
2. PROOF ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND AREAS REQUIRING
ADDITIONAL COMPACTION. NOTIFY ENGINEER OF UNSATISFACTORY CONDITIONS. DO NOT BEGIN PAVING
WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING.
3. VERIFY WITH GEOTECHNICAL ENGINEER FOR PAVEMENT THICKNESS.
HEAVY DUTY ASPHALT PAVEMENT DETAIL
NOT TO SCALE
2" ASPHALT SURFACE COURSE
(COMPACTED TO 92-96% DENSITY)
3" ASPHALT BINDER COURSE (COMPACTED
TO 92-96% DENSITY)
`8" COMPACTED STONE BASE
(COMPACTED TO 98% COMPACTED PER
/ GEOTECHNICAL REPORT)
I COMPACTED SUBGRADE I
NOTE: (PER GEOTECHNICAL REPORT)
i. REVISE TO MEET JOB AND LOCAL JURISDICTION REQUIREMENTS AND GEOTECHNICAL REPORT
REQUIREMENTS. THE MINIMUM REQUIRED THICKNESS ARE SHOWN IN THE DETAIL. USE LOCAL DOT
PAVEMENT MIX DESIGN FOR WEARING AND BINDING COURSES.
2. PROOF ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND AREAS REQUIRING
ADDITIONAL COMPACTION. NOTIFY ENGINEER OF UNSATISFACTORY CONDITIONS. DO NOT BEGIN PAVING
WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING.
3. VERIFY WITH GEOTECHNICAL ENGINEER FOR PAVEMENT THICKNESS.
STANDARD ASPHALT PAVEMENT DETAIL
NOT TO SCALE
COLORED CONCRETE:
MANUFACTURER: INCRETE COLOR-CRETE
COLOR: COAL MEDIUM FT9120
SEALANT: KAUFMAN KRYSTAL 25 OTC
28 DAY 4,000 PSI
ABOVE NOTE APPLIES TO DIESEL FUEL PAD & DIESEL TANK PAD.
CLASS "A"
CONCRETE
SEE PLAN FOR SIZE
POUR FLUSH
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI NORMAL
W/
T AIR -ENTRAINED, MAX W/C = 0.4b; FIBER 1.5 LBS/ CUBIC
PROP.
UCLID TYPE F FIBRILLATED MICRO FIBER PSI FIBERSTRAND
PAVEMENT
DDED AT CONCRETE PLANT
GRADE
BILITY: ADD HIGH RANGE WATER REDUCERPLASTICIZER)
LYARD
AS NECESSARY TO ACHIEVE PROPERTACK
COAT o.2
BLE CONCRETE (APPROX. SLUMP = 6")
GAL./SQ. YARD
BITMUNOUS
CONCRETE
PAVEMENT OR
CONCRETE PER
SITE PLAN
0 0 0
0 000 0 0 0
0000 0 �000
0 0 00
oc>C., 0 000 00
000000 0 0 0 00000
00 0 000
#8 STONE SUBBASE
SECTION VIEW COMPACTED PREPARED
SUBGRADE
NOTE: CR-6 STONE SUBBASE FOR DUMPSTER APRON PAD ONLY, ALL OTHERS TO BE #8 STONE.
8" CONCRETE FUEL TANK PAD DETAIL/
FUEL TANK LANDING PAD/
FACE OF CURB
18"
DIESEL FUEL CANOPY PAD/
DUMPSTER APRON PAD
NOT TO SCALE
1-1/2"R
' • • . • .. . • .4 . • , '
SPILL CURB & GUTTER
NOTES:
FACE OF CURB
18"
1"
6"
1-1/2"R
COLLECTOR CURB & GUTTER
i. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-o" O.C. TOOLED 1/4" (t1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
CONCRETE CURB & GUTTER DETAIL
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
SHEET
34 OF44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\034-036-1 00534-D-CP-001 -SITE DET.dwg

GENERAL NOTES:
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR
MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY THE TOWN OF SHALLOTTE AND THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST
EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL
BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE.
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY
BOWMAN.
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION "STANDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AND APPLICABLE TOWN
OF SHALLOTTE CODES AND ORDINANCES. THE CONTRACTOR SHALL MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL
CODES, ORDINANCES, STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING
CONSTRUCTION OF THE PROJECT.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND
ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL WAIT FOR
INSTRUCTION PRIOR TO PROCEEDING WITH WORK.
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
11. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING
PAVEMENT.
12. THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION
BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
13. ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK DOCKS, EXIT
DOORS, SIDEWALKS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
15. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE
AND LOCAL REGULATIONS.
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND
BUILDING LOCATIONS AS REQUIRED.
17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION.
AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE
PUBLIC UTILITIES DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
18. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/ROYAL FARMS OF ANY UNACCEPTABLE AREAS.
19. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES AND
STORM DRAINAGE) TO OWNER/ROYAL FARMS PRIOR TO COMPLETION OF CONSTRUCTION.
TRAFFIC CONTROL NOTES:
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST
COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND
WITH THE CURRENT EDITION OF THE NCDOT STANDARDS AND SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO
9:00 AM AND FROM 4:00 PM TO 6:00 PM. A MINIMUM OF ONE 12-FOOT LANE
SHALL BE MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO
BE REINSTALLED AS SOON AS POSSIBLE.
DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE
RIGHT OF WAY LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER TO
PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A
COPY OF THESE PLANS ON THE JOB SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE,
THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE ADJACENT TO THE
WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS
UNLESS WORK IN THAT AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN
OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY
ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE
MILE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF
THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND
ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL
LANE THAT HAS A DROP-OFF OF MORE THAN 3".
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC
SHALL BE 2".
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK
AREAS SHALL BE SPACED NO GREATER THAN TWICE THE POSTED SPEED LIMIT,
EXCEPT 10' ON -CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN
OPEN TRAVELWAY.
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE
INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM
ROADWAY STANDARDS.
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY
STANDARDS AND SPECIFICATIONS (LATEST EDITION).
GENERAL NOTES:
1. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY
CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT
THE CONTRACTOR'S EXPENSE BY A REGISTERED LAND SURVEYOR.
2. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER OF ANY UNACCEPTABLE
AREAS.
3. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE
PURPOSES ONLY, CONTRACTOR SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS
FOR EXACT BUILDING DIMENSIONS.
4. ALL SITE DIMENSIONS ARE REFERENCED TO THE BACK OF CURB OR EDGE OF PAVING
UNLESS OTHERWISE NOTED.
5. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES,
HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY
SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS.
6. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO CONSTRUCTION OR
DEMOLITION SHALL BE RESTORED TO THE PREVIOUS CONDITION OR BETTER, AND TO THE
SATISFACTION OF THE CITY OR STATE AUTHORITY.
al-1 REFLECTIVE ALUMINIUM
Z
o N ALVANIZED "U" CHANNEL POST
0 0
o =
m v
o �
~ AINT CONCRETE BLACK
N
o AFTER CURING
AT ASPHALT LOCATIONS
4000 PSI
CONCRETE
0
A
I
I I I a ° �I III N
m A I--
z
III'-
V-6-
STOP SIGN DETAIL
1
NOT TO SCALE
WHITE REFLECTIVE
TRAFFIC PAINT
CUT 1" BELOW FINISHED
SIDEWALK ELEVATION
PRESCORE
PVC SLEEVE
1/8" PLASTIC SLEEVE
BY IDEAL SHIELD OR
CURB AT PARKING LOT ISLANDS AND ADJACENT TO SIDEWALKS 41
OR 4" WHITE PAINT LINE IN NON CURBED DOUBLE PARKING BAYS.
1 2'-2" T X-C' T 2'-3" 1
EMERGENCY STOP 1'-3"
PR
TYPICAL BOLLARD LAYOUT - SEE /
TECTIVE BOLLARD
EXHIBIT "G" STANDARD DETAILS PROTECTIVE BOLLARD -
FOR ADDITIONAL INFORMATION co
c�
J CURB
� 4" WHITE PAINT 2'-611 \� �/
LINE (TYP.) co
N
NOTES:
1. PROVIDE 2 COATS OF PAINT ON ALL SITE STRIPING.
2. SEE SITE PLAN FOR ACTUAL SPACE LOCATION AND DIMENSIONS.
3. CONCRETE JOINT TO LAND ON STRIPING.
TYPICAL g' PARKING SPACE DETAIL
NOT TO SCALE
1/2" BELOW FINISH INTO
SEALANT
1"SIKAFLEX -2c EMERGENCY ST(
POLYURETHANE SIGN A
SEALANT - GALVANIZED NUTS &
REDWOOD BOLTS TYP. 3/4" SEAL -OFF
SIGN B
CONDUIT STRAP
VARIES
3" NON SHRINK GROUT 3/4" CONDUIT
GRAVEL 6" BOLLARD
o
(
NEOPRENE TAPE
EQUIVALENT)
DRILL 1/8"0 HOLE IN BOLLARD
6" SCH.40 STEEL PIPE
SLEEVE 6" ABOVE GRADE
EXPANSION JOINT
3" NON SHRINK GROUT, 1"
SIKAFLEX -2CPOLYURETHANE
10"
SEALANT - REDWOOD(OR
EQUIVALENT)
PEA GRAVEL
PAVING M I M I I
I I
=1 I I I
CONCRETE
io" SCHEDULE 40 PVC SLEEVE i" I I I
I
BELOW FINISHED SIDEWALK I I I
WELDED TO END
ELEVATION I
111=
OF B/OLATE LARD
1'
SUBGRADE
REMOVABLE BOLLARD DETAIL AT HC PARKING
NOT TO SCALE
1'-6"
GAS
IF
REMOTE E-STOP ON
REMOVABLE BOLLARD PLAN
REMOTE E-STOP ON
REMOVABLE BOLLARD DETAIL
NOT TO SCALE
LEAST TRAVELED DRIVE ISLE
JJJJJJJ
))JJJJJJJ
JJJ-' 'JJJJ FREE AIR / PAY VACUUM
JJJ- JJJJ
o� JJJ JJJ (CONTACT KATHY RETER @
JJJ- JJJJ 18" SQUARE CONCRETE ENCASEMENT
JJJ- JJJJ ROYAL FARMS HQ.)
JJJJJJJ) (3500 P.S.I CONCRETE)
JJJJJJ
)JJJ
30' PROP. FREE AIR
(CONTACT KATHY RETER @
ROYAL FARMS HQ.)
4,000 P.S.I CONCRETE n
ASPHALT OR CONCRETE AS ( 1 0 o
DETERMINED BY TRAFFIC TRAFFIC RATED CLEANOUT COVER FINISHED GRADE `/ ' u PROP. CONCRETE CURB
SURFACE 2" ASPHALT OR CONCRETE
3'-0" 1" D CONDUIT 4" FROM 3'-0"
' BACK SIDE
� ALL SITES APPLICABLE
0 0 o 0 0 0
0 0 0 0 o a o 0 0 0
4"SEWER CLEANOUT CAP _ �_� �- FREE AIR & FREE AIR/ PAY VAC COMBO
SANDCUSHIDN -� - '_=1I - CONCRETE PAD LAYOUT ALL SITES
3500 P.S.I. CONCRETE DETAIL
6" PVC ENCASEMENT PIPE NOT TO SCALE
TRAFFIC RATED CLEANOUT DETAIL
NOT TO SCALE
bEE FLAN VIEW
STOP BAR GRAPHIC
NOT TO SCALE
NOTE:
1. WORDS AND ARROWS FOR DRIVEWAYS SHALL
BE APPLIED ACCORDING TO REQUIREMENTS
AS OUTLINED IN SECTION 3B OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS
2. THESE WORDS AND ARROWS ARE TO BE
PAINTED REFLECTIVE WHITE.
PAVEMENT MARKINGS
6 NOT TO SCALE
o
06 >-
a
q
GALVANIZED
STEEL
GALVANIZED
STEEL
WT.
A
B
C
3 LB.
1-5/8"
1-3/4"
3-1/2"
OR
3 LB.
1-5/16"
1-7/81,
3-1/2"
4 LB.
1-5/8"
1-3/4"
3 1/2"
A
C
h^C
TYPICAL
METAL SIGN
NOT TO SCALE
CUT 1" BELOW FINISHED
SIDEWALK ELEVA.
PRESCORE
1/2" BELOW FINISH INTO
SEALANT
1" SIKAFLEX - 2C
POLYURETHANE
SEALANT -REDWOOD
t ' 3 3" NON SHRINK GROUT
PVC SLEEVE PEA GRAVEL
1/8" PLASTIC SLEEVE
BY IDEAL SHIELD (OR EQUIVALENT)
NEOPRENE TAPE
6" SCH.40 STEEL PIPE
DRILL 1/8"0 HOLE IN BOLLARD SLEEVE 6" ABOVE
GRADE
q 3" NON SHRINK GROUT, 1" SIKAFLEX - 2C
a POLYURETHANE SEALANT - REDWOOD(OR
EQUIVALENT)
PEA GRAVEL
o io" SCHEDULE 40 PVC SLEEVE i"
" BELOW FINISHED SIDEWALK
ELEVATION
3000 PSI CONCRETE
11" CAP/PLATE WELDED TO END OF BOLLARD
SUBGRADE
TYPICAL REMOVABLE BOLLARD DETAIL
NOT TO SCALE
SHED
1D E
:TE BASE
TRAFFIC SIGN FOUNDATION DETAIL
t
NOT TO SCALE
NOTES:
1. STEEL FOR POSTS SHALL CONFORM TO THE MECHANICAL REQUIREMENTS OF ASTM A 499-81 GRADE 60
AND TO THE CHEMICAL REQUIREMENTS OF ASTM AI-76 CARBON STEEL TEE RAIL HAVING NOMINAL WEIGHT
OF 3 LB. OR GREATER PER LINEAR FOOT.
2. AFTER FABRICATION ALL STEEL POSTS SHALL BE GALVANIZED TO MEET THE REQUIREMENTS OF ASTM
A-123.
3. SIGN MOUNTING HEIGHT TO BE PER MUTCD REQUIREMENTS.
4. ALL SIGN POSTS SHALL HAVE "BREAK AWAY" FEATURES THAT MEET AASHTO REQUIREMENTS CONTAINED
IN "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND
TRAFFIC SIGNALS". THE "BREAK AWAY" FEATURES SHALL BE STRUCTURALLY ADEQUATE TO CARRY THE SIGN
SHOWN ON THE PLANS AT 60 MPH WIND LOADINGS. INSTALLATIONS SHALL BE IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
TAPER
OPTIONAL
DETAIL A DETAIL B
HOLE LOCATION HOLE LOCATION
TYPICAL METAL SIGN POST DETAIL
NOT TO SCALE
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FI LE N o.
100534-D-C P-001
SHEET
35 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\034-036-1 00534-D-CP-001 -SITE DET.dwg

BRICK
VENEER TO
MATCH
BUILDING
A
SEE
STRUCTURAL
FOR
BOLLARD
6 .
DETAIL.
.
DUMPSTER
ENCLOSURE
HT. = 8'-o"
,
A
_
A v
5'-4"
STD. 8 CUBIC
YARD
DUMPSTER
,t
A qw
K)A
6'-0"
I
. STD. 8 CUBIC
YARD
DUMPSTER
A
iv
A A
11'
co
co
2'-2" 6" o
.N
46 A Fq S�c
J
A
A
K A
8" REINFORCED A
CONCRETE SLAB
TRASH ENCLOSURE DETAIL
NOT TO SCALE
v
v v
v
v
v
♦!
v
v
♦!
v
v
v
♦!
v
v
♦!
�!
v v
♦!
TOP OF PANEL
ELEVATION
TRUNCATED DOME DETAIL AT CURB RAMP
NOT TO SCALE
NOTE:
1. DETECTABLE WARNING SURFACE TO BE COLOR "BRICK RED"
2. DETECTABLE WARNING STRIP SHALL BE "CAST IN PLACE" TYPE
0
� 1-3/8" DIA. DROP ROD \
2" DIA. GALVANIZED RECEIVING
/ SLEEVE
I
I � I
I I
IL�J
2" DIA. GALVANIZED SLEEVE
RECEIVING 1 3/8" DIA. DROP ROD @
GATE, (TYP. EA. SIDE. RECEIVING
SLEEVE SHALL PROJECT 1" ABOVE
FINISHED ASPHALT PAVING
VENEER TIES @ 16
HORIZ. & 16"o.c. VEI
BRICK VENEER,
SEE ARCH DWGS.
BRICK VENEER, _
SEE ARCH DWGS.
STD 'DUR-O-WAL'
REINF @ 16"o.c.
STD 'DUR-O-WAL'
REINF @ 16"o.c.
PIPE BOLLARDS:
8" CMU REINFORCED w/
1. MINIMUM 6" DIA. SCH 80
#6-16"o.c. VERT. REINF,
PIPE FILLED WITH
FILL ALL CMU w/ PEA
CONCRETE, COORDINATE
GRAVEL CONCRETE
WITH SITE/CIVIL DWGS.
2. MINIMUM 16"x16"x3'-0"
TALL CONCRETE
VENEER TIES @ 16"o.c. J
ENCASEMENT.
HORIZ. & 16"o.c. VERT.
I I 1/2" EXPANSION
JOINT
I I 6" CONC. SLAB ON
FINISH GRADE VARIES,
GRADE REINF. w/
SEE CIVIL DWGS.
#4-16"o.c. EA. WAY,
F'c=4,000 PSI E
a ///�/ • • • •• • • •• • S •
� • n n�
•
r • N • • 12" CMU GROUTED SOLID
• • • • •• BELOW GRADE, TYP.
o • •
: ••• •• • ••• •• •4 • •
r• • • • • •
•� • (4) #5 CONT.,
3" CL. CONC. COVER
3" CL.
TYP.
STD. HOOK #6 DOWEL @
3'-6" 16"o.c.
#5 @ 32"o.c.
DUMPSTER ENCLOSURE WALL & SLAB DETAIL
CURB RAMP DIMENSIONS NEW CONSTRUCTION
NOMINAL RAMP
SIDE FLARE
SIDE FLARE
RISE OF
MAX. RAMP
LENGTH
DIMENSION AT
DIMENSION AT
RAMP
SLOPE
(1 :12)
CURB (1:10)
CURB (1: 12)
3°
1 :12
3.o FT.
2.5 FT.
3.o FT.
4°
1 :12
4.o FT.
3.3 FT.
4.o FT.
5°
1 :12
5.o FT.
4.2 FT,
5.o FT.
611
1:12
6.o FT.
5.o FT.
6.o FT.
711
1:12
7.o FT.
5.8 FT.
7.o FT.
8"
1:12
8.o FT.
6.7 FT.
8.o FT.
g°
1:12
g.o FT,
7.5 FT.
g.o FT.
1011
1:12
1o.o FT.
8.4 FT.
1o.o FT.
11°
1 :12
11.o FT.
9.2 FT.
11.o FT.
12
1 :12
12.o FT.
10.0 FT.
12.o FT.
* CURB RAMP DIMENSIONS EXISTING CONDITION
SIDE FLARE
SIDE FLARE
MAX. RISE
MAX. RAMP
NOMINAL RAMP
DIMENSION AT
DIMENSION AT
OFRAMP
SLOPE
LENGTH
CURB (1:10)
CURB (1:12)
3"
1: 8
2.o FT.
2.5 FT.
3.o FT.
4°
1:10
3.3 FT.
3.3 FT.
4.o FT.
5°
1:10
4.2 FT.
4.2 FT.
5.o FT.
6"
1:10
5.o FT.
5.o FT.
6.o FT.
CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE
USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1:
12 OR FLATTER SLOPES.
NOTE:
1. REFER TO LOCAL CODE REQUIREMENTS FOR LIMITATIONS ON RAMP SLOPE, LENGTH, RISE, AND SIDE
FLARE.
TABLE A
NOT TO SCALE
NOT TO SCALE
CONCRETE
CURB
ROUGH BROOM
FINISH, USE RIPPLE
SURFACE PATTERN
RAMP TO BE FLUSH
WITH PAVEMENT
NOTE:
-ALL HANDICAP RAMPS ARE TO BE
CONSTRUCTED IN ACCORDANCE WITH ADA
REQUIREMENTS. -HANDRAILS ARE TO BE
INSTALLED AS REQUIRED BY ADA
MIN
IN
REPAIRED PORTION SHALL MATCH EXIST.
PAVING GRADES
HOT MIX ASPHALT SURFACE COURSE (2"
MIN.) EXTEND 2' ON EACH SIDE OF
TRENCH
HOT MIX ASPHALT BINDER COURSE (4" MIN.)
COMPACTED STONE BASE (CR-6) TO 95% DENSITY
III -III -III � SURFACE COURSE
SURFACE COURSE -� -� -� COMPACT SUB -GRADE OR STONE BASE TO 95%
SAW CUT EXIST. PAVING III -III -III- MODIFIED OR 98 % STANDARD PROCTER
bg#57 STONE BEDDING PER MANUR SPECIFICATIONS
UTILITIES AS REQ'D
UTILITY TRENCH / PAVEMENT REPAIR DETAIL
NOT TO SCALE
DETECTABLE WARNING
CURB SIDES
PER PLAN
LANDING
_CURB SIDES
PER PLAN
CURB TO FOLLOW TAPER OF
\I I/ RAMP WHEN ADJACENT TO
PAVEMENT/PARKING AREA
CURB RAMP - TYPE C
N TS
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COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
SHEET
36 OF 44
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\034-036-1 00534-D-CP-001 -SITE DET.dwg

NOTES:
12" MAX.
1. LOCKED HYDRANT & LOCKED HYDRANT ADAPTER OR MUDIER "AQUAGRIP"
�(
SYSTEM MAY BE USED IN PLACE OF RESTRAINT RODS.
Z VERTICAL MUELLER AQUA GRIP FIRE HYDRANT SHOE MAY BE USED MERE
MAIN DEPTH IS GREATER THAN 5-FEET.
3. USE SWIVEL HYDRANT TEE WITH 6" GATE VALVE DIRECTLY COUPLED TO
HYDRANT TEE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY.
VARIES
4. FIRE HYDRANT COLOR SHALL BE "CHROME YELLOW" ENAMEL PAINT.
5. FIRE HYDRANTS INSTALLED WITHIN THE RIGHT-OF-WAY MUST BE
PUMPER NOZZLE
Q
I✓\
INSTALLED WITHIN 12-INCHES OF THE R/W/W LINE.
TO FACE STREET
AT 90'
6. USE GRADELOK TO ADJUST HYDRANT TO FINISHED GRADE.
rc
CHAIN REQ'D
18'%18"X6' CONCRETE"
UD
COLLAR IN UNPAVED AREA ONLY
ARKED -
FINISHE
"WATER'
1" MINIMUM
ROAD CURB SIDEWALK
6" -
4" MAXIMUM
AQUA GRIP FIRE
/ HYDRANT SHOE, SEE
VALVE BOX
-
NOTE 2
/2 CU YD
'VALVE BOX
CLEAN 857 STONE
SWIVEL HYDRANT 6' GATE VALVE
ADAPTOR II'
FOR HYDRANT
TEE W/ fi°
BY ADAPTOR, INC
DRAINAGE
BRANCH
OR EQUAL
CONIC THRUST BLI
BEARING AGAINST
THRUST
FT UNDISTURBED
-3 MATERIAL
BLOCK
(SEE CONCRETE
THRUST BLOCK
- -
- -
f DIP PIPE
SCHEDULE)
CONCRETE FILL
• 4 u ^.
MJ CRADELOKOR
STED TO
�� / //�\
FINAL GRADE
2'-0' MIN
VALVE SUPPORT
PROVIDE h3/4'0 STAINLESS STEEL TIE RODS
THREADED AT ENDS (INC. NUTS)
EDUALLY SPACED
AROUND PIPE
BETWEEN ALL MECHANICAL
NOTE: WEEP HOLES ARE
JOINT FITTINGS (TEE, VALVE, BEND)
TO BE FULLY FUNCTIONAL
OR MEGA -LUG
FIRE HYDRANT ON
MAINS 12"
AND SMALLER
DETAIL W-1
2" BRASS OR
KUPFERLE 9400 ECLIPSE AUTOMATIC FLUSHING DEVICE
WITH UV RESISTANT COVER - AT DISCRETION OF
BRUNSWICK COUNTY. COVER MUST LOCK
LOCKING HASP
WATER OUTLETS
1/2" PLASTIC UV RESISTANT
GROUND PLATE, 24' SO
DISTANCE VARIES
VALVE BOX WITH UD
MARKED "WATER'
NOTES:
12" MAX.
1. LOCKED HYDRANT & LOCKED HYDRANT ADAPTER OR MUELLER "AQUAGRIP'
SYSTEM MAY BE USED IN PUCE OF RESTRAINT RODS.
2. VERTICAL MUELLER AQUA GRIP FIRE HYDRANT SHOE MAY BE USED WHERE
MAIN DEPTH IS GREATER THAN 5-FEET.
3. USE SWIVEL HYDRANT TEE WITH 6" GATE VALVE DIRECTLY COUPLED TO
_
HYDRANT TEE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY.
VARIES
4. FIRE HYDRANT COLOR SHALL BE 'CHROME YELLOW' ENAMEL PAINT,
5. FIRE HYDRANTS INSTALLED WITHIN THE NCDOT RIGHT-OF-WAY MUST BE
PUMPER NOZZLE
INSTALLED MINIM 12-INCHES OF THE R/W UNE.
TO FACE STREET
AT 90'
6. USE GRADLLOK TO ADJUST HYDRANT TO FINISHED GRADE.
CHAIN REOV
18'%18'X6" CONCRETE VALVE I
UD
I
COLLAR IN UNPAVED AREA ONLY
ARKED -
FINISHED GRADE
GRADE
"WATER"
1' MINIMUM
ROAD CURB SIDEWALK
6'-1.'"
4' MAXIMUM
AQUA GOP FIRE
HYDRANT SHOE, SEE
VALVE BOX
-
NOTE 2
1/2 OU ID
LEVEL INVERT
"VALVE BOX
CLEAN #57 STONE
TEE W/ 6' 6" GATE VALVE
ADAPTOR 11"
FOR HYDRANT
BRANCH
SWIVEL ADAPTOR
BY ADAPTOR, INC
OR EQUAL
DRAINAGE
I CONIC THRUST BLOCK
BEARING AGAINST 4 SO
SO THRUST
BLOCK
T
FT UNDISTURBED
-3 MATERIAL
r
(SEE CONCRETE
THRUST BLOCK
SCHEDULE)
6'0 DIP PIPE OR
CONCRETE FILL
%\ +
MJ GRADELO(
\L
\ 24' CONCRETE VALVE
COLLAR, FLUSH WITH GRADE
"VALVE BOX
ADAPTOR II"
BY ADAPTOR, INC
OR EQUAL
�RETAINER GLAND, DIRECT BOLTED FLANGE,
OR MEGA -LUG (TYP.)
2" THREADED 90' BEND L M.J. CAP -GATE VALVE
BRASS OR PVC TAPPED 2" NO ACTIVE SERVICES SHALL INSTALLE
BETWEEN THE VALVE AND THE
BLOWOFF.
3/4- ALL -THREAD STAINLESS STEEL ROD
NOTES: AND FASTENERS (CUT TO LENGTH) OR
MEGA -LUG
1. ALL DEAD END LINES WALL HAVE RUSHING DEVICES.
2. MAINS 6' AND GREATER NOT BEING EXTENDED IN THE FUTURE SHALL
USE A FIRE HYDRANT FOR A RUSHING DEVICE.
3. CONTRACTOR SHALL REMOVE AUTOMATIC FLUSHING DEVICE FOR MAIN
EXTENSIONS AND DEW E AUTOMATC FLUSHING DEVICE TO
BRUNSWICK COUNTY REPRESENTATIVE.
AUTOMATIC FLUSHING DEVICE FOR MAINS 6" AND
LARGER ,FOR MAINS TO BE EXTENDED LATER)
DETAIL W-3
NOTES:
1. THE BACKROW PREVENTION DEVICE MUST BE INSTALLED IN AN
ACCESSIBLE LOCATION TO FACIUTAM PERIODIC REND TESTING AND
MANTENANCE.
2. THE LOCATION SELECTED SHOULD HAVE ADEWATE DRAINAGE FOR
RELIEF VALVE DISCHARGE. DRAINAGE MAY BE PIPED AWAY, PROVOING
AN APPROVED AIR GAP DEMCE IS USED. THE DEMCE SHALL NOT BE
PLACED WHERE IT MAY BECOME SUBMERGED IN STANDING WATER.
3. INSTALL 1HE DEMCE IN A HORIZONTAL POSITION NTH ADEQUATE
CLEARANCE MGM WALLS AND OR OBSTRUCTIONS FOR TESTING AND
MAINTENANCE. A 12" TO 30" CLEARANCE BETWEEN THE LOWER MOST
PORTION OF THE DEVICE AND FLOW GRADE OR FLOOR SHALL BE
PROA ED.
4. A 'Y' STRAINER MAY BE INSTALLED JUST UPSTREAM OF THE BACKROW
PREVENTION ASSEMBLY TO ELIMINATE ANY DEBRIS FROM ENTERING THE
DEVICE AND FOUUNG THE CHECK AND/OR REUEF VALVE.
5. NO UNDERGROUND INSTALLATIONS ALLOWED.
PROVIDE POSITIVE
DRAINAGE
SMALLER THAN 6
WATER MAIN 5" AND LARGER
18'X18'X6" CONCRETE VALVE -
COLLAR IN UNPAVED AREA ONLY
ADJUSTED TO
FINAL GRADE
2'-O" MIN
VALVE SUPPORT PROVIDE 4-3/4.0 STAINLESS STEEL DE RODS
THREADED AT ENDS (INC. NUTS)
EQUALLY SPACED AROUND PIPE
BETWEEN ALL MECHANICAL
NOTE: WEEP HOLES ARE JOINT FITTINGS (TEE, VALVE, BEND)
TO BE FULLY FUNCTIONAL OR MEGA -LUG
FIRE HYDRANT ON
MAINS LARGER THAN 12"
DETAIL W-2
FLUSHING HYDRANT - KUPFERLE ECLIPSE g2 POST
HYDRANT (OR APPROVED EQUAL)
LID
-MARKEDFINISHED GRADE
'WATER" 1" MINIMUM
F4" MAXIMUM
ADAPTOR II"
BY ADAPTOR INC
OR EQUAL
2-IRON BODY,
BRONZE MOUNT \`
GATE VALVE
BRASS OR
PVC NIPPLE
2" X 12"
MECHANICAL JOINT OR MEGA -LUG
TAPPED END CAP RODDED BACK TO THRUST BLOCK
WITH STAINLESS STEEL RODS AND FASTENERS
NOTES:
1. ALL DEAD END LINES WILL HAVE FLUSHING DEVICE.
2. MAINS 6" AND LARGER SHALL USE A FIRE HYDRANT FOR A
FLUSHING DEVICE.
3. FLUSHING HYDRANT COLOR SHALL BE "RED" ENAMEL PAINT.
4. POST HYDRANT SHALL HAVE 1 1/2-INCH PENTAGONAL OPERATING
NUT.
5. AT DISCRETION OF BRUNSWICK COUNTY, AN AUTOMATIC FLUSHING
DEVICE (KUPFERLE 9400 ECLIPSE) MAY BE REQUIRED IN LIEU OF
STANDARD MANUAL FLUSHING HYDRANT (SEE DETAIL THIS SHEET)
STANDARD FLUSHING DEVICE FOR
WATER MAINS
DETAIL W-4
-CRUSHED ROCK
BRASS OR
PVC NIPPLE
VALVE BO% WI1H UD
MARKED 'WATER'
CAST IRON VALVE
24" CONCRETE VALVE BOX NTH UD
COLLAR, FLUSH PATH GRADE
'WATER'
MARKED
\�.
2' BRASS/PVC STUB.
THREADED/ WITH CAP
"VALVE BOX
ADAPTOR IF
BY ADAPTOR, INC
OR EQUAL
.. 2' BRASS NIPPLE-.
WA1FR MNN
A CRUSHED ROCK
\\
`--MECHANICAL JOINT OR <
MEGA -LUG TAPPED END CAP
GATE VALVE
3/4" ALL -THREAD STAINLESS
NOTES:
STEEL ROD AND FASTENERS
(CUT TO LENGTH) OR MEGA -LUG
1. TO BE USED WHEN FUTURE EXTENSION OF
WATER MAIN IS KNOWN (i.e. PHASES)
2. FULL SIZE BOUNDARY VALVE REQUIRED.
3. THIS CAN ONLY BE USED WITH BRUNSWICK
COUNTY ENGINEERING APPROVAL.
OLD STYLE TEMPORARY BLOW -OFF ASSEMBLY
DETAIL W-48
CONSTRUCTION NOTES:
1. CONCRETE SHALL HAVE 4.000 PSI MIN. COMPRESSIVE
STRENGTH AT 28 DAYS.
2. REINFORCING BARS SHALL BE GRADE 60 DEFORMED STEEL.
3. METERS SHALL BE APPROVED BY BRUNSWICK COUNTY.
4. WHERE WALL MOUNTED STEPS ARE NOT ACCESSIBLE FROM
HATCH, A PERMANENTLY MOUNTED LADDER MEETING O.S.H.A.
STANDARDS SHALL BE PROVIDED.
5. RELOCATE REINFORCEMENT AROUND HATCH TO PROVIDE
EQUIVALENT STEEL CROSS-SECTION.
6. ALL PIPING SHALL BE DUCTILE IRON.
Q
FLOW
MIN. VAULT DIMENSIONS
6
6 4 8
IZ
SIZE
A
B
C
e
3'
8'-6'
1 5'-6'
5'-0'
4'
9'-6'
5-V
5-0'
6'
11'-0'
6'-0"
5'4"
6"
12•-O"
7•-0'
V-0•
s" MIN
PLAN VIEW
10'
14'-0'1
8'-0"
F-0"
IW3 DOWELS O 12* ALL SIDES REINFORCE W/f4
3/4" CHAMFER (TYP.)
6 BARS OF 8' Ew.
O AWWA C701 TURBINE METER OR AWWA C702 COMPOUND
SEE NOTE 3
; : ­ ATC -•' -..
�'
METER W/ENCODING REGISTER FOR REMOTE READING
3 BARS O 1
�.w.
6" MAX
(SENSUS OR APPROVED EQUAL) METER MUST BE SUBMITTED
Au SIDE
s' MIN. W�
2_LL
FOR REVIEW AND APPROVAL BY BRUNSWICK COUNTY
ENGINEER
VALVE Box
W/LID MARKE
'WATER'
/, /
\
24" MIN.
2' CL 4 4
.. /���\\/�i\ /
STRAINER BY METER MANUFACTURER
AS DETERMINED BY BRUNSWICK COUNTY, AWWA C508 SWING
,'
12* MIN. I 12MIN.,
CHECK VALVE WITH LEVER & WEIGHT, OR SPRING, OR
U
e
.,..I
2 6
- a
FLOMATIC MODEL 848/895 SPLIT DISC
BRICK SUPPOR
(TIP)
I-
4 AWWA C509 GATE VALVE w/HAND WHEEL
5 AMR ITRON SOW-2 PIT ERT WITH COMPATIBLE REGISTER OR
•.
EQUIVALENT -MUST BE APPROVED BY BRUNSWICK COUNTY
SINGLE OR DOUBLE LEAF ALUMINUM HATCH
p
12" MIN
I
4^ MIN. A
P- U. 90E5
GRAVITY DRAIN TO DAYLIGHT OR SUMP PUMP WITH FORCE
MAIN TO STORM DRAINAGE
2- CL.
8Q WATERTIGHT GASKET w/HYDRAULIC CEMENT SEAL
SOLID MASONRY PIER FIXTURE SUPPORTS
6/6 vnvM
q3 DowELS • 12" 0 c z" CL.
�. STEPS SPACED AT 16" O.C.
Q IN -LINE TEE OR TAPPING SLEEVE w/VALVE AND BOX TO
\\��
4' MIN. STONE BASE REWIRED FOR PRECAST DRAIN T. DITCH. STORM
pEPENDENT ON SUBCRA
TVIEWACE ORMN T, DR SUMP PUMP.
GRADE WITH LID MARKED "WATER"
®. ALL WATER METER VAULTS MUST BE SUBMITTED TO
SECTION
BRUNSWICK COUNTY ENGINEERING DEPARTMENT AS A SHOP
SUBMITTAL FOR REVIEW AND APPROVAL.
®. METER VAULT LID SHALL REST ON TOP OF VAULT WALLS -
NO JOINTS ARE ALLOWED IN VAULT WALLS- VAULT BOTTOM
WATER METER VAULTS (3" TO 1 O")
AND SIDES MAY BE PRECAST BUT TOP SHALL BE PLACED
ON TOP OF WALLS.
DETAIL W-7
#1 SHUT-OFF
VALVE #2 SHUT-OFF
8 VALVE
TEST COCK TI1 TEST COCK �4
TEST COCK #3
AIR GAP)
TEST COCK g2 _T 1
(AIR GAP DEVICE 12' MIN
L----_�
Lj
� I
I
1 BUILDING SEWER OR1 FLI
SIMILAR DRAIN J -
DRAIN REQUIRED FOR
INTERIOR INSTALLATIONS ONLY
STANDARD BACKFLOW PREVENTION DEVICE
DETAIL W-8
INSULATED ENCLOSURE -
HOT ROK" OR SIMILAR
(EXTERIOR INSTALLATIONS ONLY)
PROVIDE ADEQUATE HEIGHT OF
ENCLOSURE TO ENSURE A 12"
HEIGHT FROM RPZ TO EXISTING
GROUND DRAINAGE POINT
6' MIN.
VALVE BOX
36' MIN 7
5
WW TEE- TK�E
( )
PRESSURE TAP W/ 1'
CORR STOP WELDED ON R
9
6" MIN.
'VALVE BOX ADAPTOR
II' BY ADAPTOR. INC.
OR EQUAL
2
3
_ P
PROVIDE POSITIVE
DRAINAGE
PROVIDE B" MIN. CRUSHED
/57 STONE BEDDING
CHECK VALVE VAULT
DETAIL W-9
/
1. AS DETERMINED BY BRUNSWICK COUNTY,
AWNA C508 SWING CHECK VALVE WITH
'VALVE Box ADAPTOR
(EVER & WEIGHT OR SPRING OR
AMC MODEL 848/895 SPLIT DISC,
3' MIN. O E ADAPTOR. INC.2
OR EQUAL
GATFLQM
E VALVE NTH VALVE BOX MARKED
WATER'.
z
3. FLANGED COUPLING ADAPTER
4. HYDRANT ASSEMBLY INSTALLED ON
DOWNSTREAM SIDE WITHIN 50' OF CHECK
VALVE.
5. ALUMINUM HATCH W/ COMPRESSION
HYDRANT TECH
PER DETAIL
SPRING OPERATORS OR APPROVED
EQUAL.
NOTE:
6. STEPS SPACED AT 16' OC
7. PRECAST REINFORCED CONCRETE VAULT
ALL PIPING SHALL BE DUCTILE IRON
NTH H2O LOAD RATING AND MIN. INSIDE
DIMENSIONS: 6' L x 6 W x 4' D
B. STANDON MODEL S99 OR APPROVED
EQUAL FIXTURE SUPPORT.
Ci
9. CONCRETE THRUST COLLAR PER
SPECIFICATIONS
RevtsRons
1.1 -DATED 4/302013
1.2 - DATED 5/29/2013
1.3 - DATED 7/15/2015
IA - DATED 12/8/2016
1.5 - DA"I'ED 2/6/2020
1.6 - DATED 3/27/2020
Mod Dcteil W-1 & W4
[-el
a
04
a vo
�OU U
zz
V
1 OF 5
I.I - DATED 12M2016
Revise Dele'I NemMs
104
1�
Scale:
Chec4 Y ID WLP
BRASS NIPPLE
1" x 6" (TYP)
BRASS PLUG
SERVICE AGREEMENT
EASEMENT
/
BRASS TEE
1'x2'x2' (TYP)
I I
CTS (SDR9 PE) NIPPLE
\ - - - -
2'x12' (TYP)
RIGHT OF WAY/
5' MIN I
PROPERTY LINE/
EASEMENT LINE
O
\
2" CTS (SIDE 9 PE)
\ - - - -
2" BRASS TEE
CTS (SORG PE) NIPPLE
2.x6" (TYP)
PACK JOINT TO THREAD
v
_
APPROVED SINGLE METER BOXES FOR 3/4' METERS
FOR
LYLV-141-243-TP-NL
McDONALD
776-208-PC2G437
MUELLER
H-7462-K
4 OR APPROVED EQUAL
1. OR APPROVED EQUAL - MUST
ACCOMMODATE SENSUS WATER
_
Ru
METER WITH AMRAMI
2. LID TO BE LOCKING TYPE
/ O
3
RIGHT OF WAY/
\
PROPERTY UNE/
-
EASEMENT UNE
3/4" METER=
BO%, TYP.
PER DETAIL
HOLIES
/
1. CONNECTION BETWEEN 1' CTS SERVICE LINE AND
SERVICE AGREEMENT!
EASEMENT
\ O
METER BOX TO BE MADE USING A 1" BRASS UNION.
2. SERVICE LATERALS TO BE 2" SIR 9 POLYETHYLENE
\ - - - -
(PE)
1" CTS, TYP
1" CORPORATION STOP, TYP
STANDARD GANG METER
ASSEMBLY
DETAIL W-5
SERVICE SADDLE
OR TEE OUBLE METER BOX
CORPORATION STOP �' NIP
1' P TYP �O�V.
1' 9 9 2000D PSI I
(TYP.)
O
4YNOTE:
BACKI PROTECTION DEVICE IS
REQUIRED ALL IRRIGATION WATER
METERS AND ON ALL
a 1' SERVICE UNE FOR
COMMERCIAL/INDUSTRIAL WATER METERS
3•" AND 1" METERS
2" SERVICE UNE FOR
3 1.5" AND 2" METERS
TEE BRANCH, FIR INLET, CHECK VALVE TO BE INSTALLED
SUPPLIED WITH FORD BOX / ON DOMESTIC SERVICE
DGIC118-C14439-002-NIL
ACCEPTABLE DOUBLE METER BOXES
NOTES INLET BALL VALVES, TYR
FORD DGNC118-CI4439-002-NIL
1. CONNECTION BETWEEN 1' CIS SERVICE LINE AND
MCDONALD 773N208BCQP 434TC%001
YOKE BOX TO BE MADE USING A 1' BRASS
UNION.
• OR APPROVED EQUAL
2. ALL WATER SERVICE LATERALS SHALL HAVE A
1. OR APPROVED EQUAL - MUST
TRACER WIRE INSTALLED PER BRUNSWICK COUNTY
ACCOMMODATE 7W0 (2) SENSUS
WATER DISTRIBUTION TECHNICAL SPECIFICATIONS.
WATER METERS NTH AMR/AIAI
PLAN VIEW FOR WATER/IRRIGATION SPLIT SERVICE
2. LID TO BE LOCKING TYPE
3. DOUBLE METER BOX IS FOR (2)
SERVICE SADDLE (SEE SPECS)
AND 2' TAPPING VALVE (WATER/IRRIGATION SERVICES INSTALLED CONCURRENTLY)
3/4" METERS ONLY
1" x 1" COMPRESSION WYE
AS NEEDED 1" SERVICE LINE, TYP
o"
5' TYP
1" SERVICE UNE, TYP
oIt
WYE PLAN VIEW FOR WATER/IRRIGATION SPLIT SERVICE
(IRRIGATION SERVICE INSTALLED AFTER MAIN METER)
PPROVED SINGLE METER BOXES FOR 3 4" METER
FORD LYLV-141-243-TP-NL
McDONALD 776-208-PC2G437
MU
ELER H-1462-K
• OR APPROVED EQUAL
1. OR APPROVED EQUAL - MUST
ACCOMMODATE SENSUS WATER
METER WITH AMR/AMI
2. UD TO BE LOCKING TYPE
!RIGHT OF WAY/
PROPERTY UNE/
crr of eu (EASEMENT UNE 1
CAST IRON METER
BOX WITH DUAL
CHECK VALVE
wJill `
SERVICE LINE CONNECTION
CURB BY OTHERS
STOP, TYP
WATER METER-SENSUS AMR/AMI, PER SPECS, OR
APPROVED BY BRUNSWICK COUNTY ENGINEERING &
UTILITIES DEPARTMENT
CRUSHED STONE
1"x1" COMPRESSION WYE
AS NEEDED (SEE WYE BLOCK SUPPORT OR
WATER MAIN CORP. STOP PLAN VIEW) STONE AS NEEDED
SERVICE SADDLE 1" CTS POLY TUBING
200 PSI SDR 9 SERVICE LINE
NOTE:
1) CONTRACTOR SHALL PLACE METER BOX IN NON -TRAFFIC AREA AT
LOCATION SPECIFIED BY BRUNSWICK COUNTY ENGINEERING DEPARTMENT.
2) METER BOXES SHALL BE CAST IRON WITH DUAL CHECK VALVES.
3) 1-1/2" AND 2" METERS WILL REQUIRE 2" CTS POLY TUBING.
4) 1, 1-1/2" AND 2" METERS WILL REQUIRE A METER BOX SIZED ADEQUATELY
TO HOUSE A 1, 1-1/2" OR 2" SENSUS METER, HORIZONTAL BYPASS SETTER,
AND MXU. ALL REQUIRED ITEMS TO BE PROVIDED BY INSTALLER.
5) 1, 1-1/2" AND 2" METER BOXES SHALL BE MARKED WATER AND HAVE A HOLE
FOR INSTALLATION OF THE MXU AND TOUCH PAD TO BE PROVIDED BY INSTALLER.
6) NO PLASTIC BOXES FOR 1 1/2" AND 2" METERS. BOX MUST BE DUCTILE IRON OR QUAZITE.
7) ALL WATER SERVICE LATERALS SHALL HAVE A TRACER WIRE INSTALLED PER
BRUNSWICK COUNTY WATER DISTRIBUTION TECHNICAL SPECIFICATIONS.
3/4" - 2" STANDARD WATER TAP
INSTALLATION
DETAIL W-6
(FOR METERS LARGER THAN 2", REFER TO DETAIL ON PAGE 3 OF 5)
LID MARKED
'WATER 24" CONCRETE VALVE
COLLAR, SEE DETAIL
NOTE:MINIMUM 10' LATERAL SEP
3 WATER AND SEWER MAINSARATON BETWEEN
-
I _
TYPICAL SEWER LOCATION
(NORTH & WEST SIDE OF ROAD)
/ I R5� VALVE BOX
EDGE OF PAVEMENT. TYP
I I
ROADWAY
of
- I
-- -W--- ---� S -W---
R/W _�\\ I __ R/W
WATER VALVE (TYP.)
TYPICAL WATER LOCATION
(SOUTH & EAST SIDE OF ROAD)
1. FOR NEW STREETS INSTALL VALVES AT THE
TANGENTS OF THE R/W INTERSECTION CURVES. I 3
2. FOR EXISTING STREETS INSTALL VALVES AT
THE ENDS OF PAVED TRANSITION CURVES..
I
3. USE (2) VALVES AT TEE AND (3) VALVES
AT A CROSS
4. INSTALL WATERLINE PER NCDOT PERMIT
IN NCDOT RIGHT-OF-WAY
PLACEMENT OF UTILITIES IN ROAD RIGHT-OF-WAY
AND INTERSECTION VALVE LOCATIONS
DETAIL W-10
BLOCKING DIMENSIONS
PIPE SIZE
A
g
C
UP TO 10"
4' - 0"
2' - 6-
1' - 6"
12" TO 16"
5' - 0"
4' - 0"
2' - 0"
18" TO 24"
8' - 0"
6' - 0"
3' - 0"
I- UNDISTURBED SOIL GRADE
A _ BACKFILL I I
CONIC. BLOCKING
� ,:!III- IIIIIIIII e
III-1 •' III -I
IT1= 1=
UNDISTURBED
SOIL
PLAN - BEND SECTION - PLUG
SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A
HOLIES
2 REM P.S.I. CONE.
2. REMOVE LOOSE EARTH AND POUR AGAINST UNDISTURBED SOIL.
3. BACKFILL TO EXISTING/FINISM GRADE AFTER CONCRETE
HAS CURED FOR 24 HOURS.
4. CONCRETE SHALL NOT COVER FLANGES, BOLTS, MEGA -LUGS, RODS, ETC.
GRADE
A UNDISTURBED
I -I I1-1I [EI I 1 r�1 BACKFILL =1
CONC. BLOCKING _
© '- IIIIIIIIIIII BB
II= III
UNDISTURBED SOIL
PLAN - TEE SECTION - BEND & TEE
SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A
THRUST BLOCKS
DETAIL W-12
"VALVE BOX ADAPTOR II"
BY ADAPTOR, INC. OR EQUAL
GATE VALVE
3/4' ALL -THREAD
STAINLESS STEEL ME
ROD (CUT TO LENGTH)
OR MEGA -LUG
,THRUST BLOCK
TEE
° •, I I I I I I I I
• •
- 0 OJ .T 4 .. `•
THRUST BLOCKING MECH. JOINT CONNECTIONS
-III III III ��� III III III ���
Ed I
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF
MECHANICAL FITTINGS.
2. ALL -BE RODS AND NUTS TO BE
STAINLESS STEEL.
3. LENGTH OF PIPE SHALL BE
MINIMUM NEEDED TO INSTALL
FITTINGS. VALVE SHALL BE
BOLTED DIRECTLY TO TEE
WHENEVER POISSIBLE.
ROD REQUIREMENTS
BRANCH SIZE
NO. OF RODS
4"
2 EA.
6"
2 EA.
8"
4 EA.
12"
4 EA.
16"
6 EA.
20"
6 EA.
24"
1 6 EA.
BRANCH STUB -OUT FOR FUTURE CONNECTION
(6-INCH DIA AND LARGER MAIN)
DETAIL W-11
C"
xoT P.S.I.MN.
2. REN-ND BARS THRUST
BALL BE pEFORMED COLLAR
D TIED DE"' E D
3. TRENON BOTTgx ER...NITY OF w
.(S) STA�LLAnON - -
S BE uwluuu
WDM, UNDISTURBED SOIL
BA�
U TAMPED
"V" BAR
'X" BAR + -
3' MIN.
RFM "g^ 3" MIN. CLEAR.
REINFORCING REQUIREMENTS
REINFORCING BAR SCHEDULE
I.D. PIPE REBAR SIZE %" BAR LENGTH %" BAR OUGHT. "Y" BAR LENGTH Y' BAR OUGHT. NO. REGO.
6'-36' 15 2'-2-+O.D. PIPE 1.043 LBS./FT 1'-1' 1.1 MS. EA. X-24,Y-12
48' 1 f6 3'-0'+O.D. PIPE 11.502 LBS./F( 1 1'-3' 11.9 LBS. EA.-24,Y-12
REINFORCING BAR SCHEDULE
I.D. PIPE "A" "B" C. - 6'-18', 5-24".
6 -36 1 -4 1 -1
48" 1,.-8 1 -B I6�
THRUST COLLAR FOR WATER MAINS
DETAIL W-13
Rcvi Ion
1.1 -DATED 3/7/2013
1.2 -DATED 4/52017
1.3 - DATED 7/I52015
1.4-DATED 10/27/2015
I.5 -DATED 12I62016
1.6 -DATED 3lRil2017
1.7. DATED 3/22/2017
1.8 - DATED 10292018
1Q
Sale: ncZ'.NTB
Dmm By. DM
Cn dBY: WLP
1.1-DATED 12(82016
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COUNTY PROJECT NUMBER 1
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-C P-001
SHEET
37 OF 44
Cad file name V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\037-039-1 00534-D-CP-001 -UTILDET.dwg

NOTES:
1. NO FIRE HYDRANTS ARE PERMITTED ON
DOMESTIC SERVICE, TYR
PRIVATE FIRE SERVICE ONES.
2. FIRE SERVICE LINES PITH FIRE HYDRANT(S)
SHALL BE PUBLIC WATER MAINS LOCATED
WITHIN A RECORDED PUBLIC UTILITY
SPRINKLER RISER ROOM WTH APPROVED
PREVEN RIN ASSEMBLY
(SEE STANDARD
(SEE STANDARD SPRINKLER RISER DETAIL
EASEMENT. THE POST INDICATOR VALVE
SHALL BE LOCATED AFTER THE MOST
BUILDING
AND NOTE 5)
DOWNSTREAM HYDRANT ON THE MAIN.
POST INDICATOR VALVE LOCATED
3 FIR E SERVICE LINES WTH HYDRANTS SHALL
MINIMUM UTILITY EASEMENT
BE 6" MINIMUM DIAMETER.
4. POST INDICATOR VALVES FOR PRIVATE FIRE
FIRESERVICE, TYP
ADJACEWITHIN NS'XT5
(SEE NOTEro TO RIGHT-OF-WAY
SERVICE LINES SHALL BE LOCATED AS
SHOWN.
(D FDC SIAMESE
ON BUILDING
(PERMITTED PRIVATE)
5. RP Z MAY BE LOCATED IN BUILDING IF
(DREMOTE FIRE DEPARTMENT
APPROVED BACKFLOW PREVENTER
ASSEMBLY ON DOMESTIC WATER
BUILDING IS LESS THAN 200 LINEAR FEET
CONNECTION AT STREET R/W OR ALONG
SU4PPLY-COMMERCIAL AND INDUSTRIAL
FROM THE WATER MAIN SERVING THE
BUILDING.
6. FIRE HYDRANT REQUIRED WITHIN 100' MAX
FIRE LANE INTERIOR TO DEVELOPMENT
(SEE DETAIL W-16)
CUSTOMERS -MAY BE LOCATED IN
BUILDING MECHANICAL ROOM
OF FDC OR AS APPROVED OTHERWISE BY
FIRE HYDRANT
PRIVATE
THE FIRE MARSHALL.
7. FDC MAY BE REWIRED TO BE A 5" STORZ
COUNTY r W
APPROVED BACKFLOW PREVENTER
W1TIi 30 DEGREE FIXED ELBOW WITH KNOX
R/W
ASSEMBLY FOR IRRIGATION
LOCKING CAPS AS REWIRED BY THE FIRE--
MARSHALS
-- -- --
OR EASEMENT UNE
-- -- --
DOMESTIC
IRRIGATION METER
8. A 5" STO2Z CONVERSION KIT WILL BE
REWIRED ON ALL NEW FIRE HYDRANTS AND
WATER METER
EXISTING FIRE HYDRANTS HAVING NST
WATER MAI
VALVE, TIP
WYE
THREADS WITHIN LOGO FEET (VIA A FIRE
DEPARTMENT HOSE LAY METHOD) OF NEW
COMMERCIAL BUILDINGS AND MULTI -FAMILY
_
BUILDING OCCUPANCIES AND ADDITIONS,
CHANGE OF USE OR RENOVATIONS TO
EXISTING COMMERCIAL OCCUPANCY BUILDINGS
ROADWAY
PER THE COUNTY FIRE PREVENTION
ORDINANCE.
LOCATION SCHEMATIC
FOR FIRE
SERVICE -DOMESTIC & IRRIGATION
DETAIL W-14
TO SPRINKLER RISER
FIRE DEPARTMENT SIAMESE
REMOTE CONNECTION
2'-0" MIN.
MECHANICAL JOINTS p� 5'-0" MAX.
(TYPICAL)
FINISHED GRADE 6" X 18" CONCRETE NO PARKING IN
_ SLEEVE FRONT OF FDC.
FLOOR 4
��� -I I jjj- JTj III III -III III -II ROADWAY
r-III-III- I III- I- I - d1'1- lll =III III III=
I m_ - 'gym= 9I111III=1
3. 6.
lT III lnl.Il11111111LEll�TTT�I-lll-''.,'a•
MINIMUM MECHANICAL I I-' l�L =� JOINTS
THRUST
THRUST BLOCK (TYP.)
1/4" PER FOOT SLOPE 4" D.I. PIPE
Q-1m,
3II =L� �ll1 11I-IIIII-III-II -III-1IA AaEXCESS PRESSURE RELIEF >mNOTES:
Y CL 12" a CLEAR (OR AT INSP. TEST) -TTT- IC11,+++^*>u,. 1. ALL REMOTE CONNECTIONS MUST BE NITHIN
CLEpp SEAR yyMINIMUM (2) 3/a" RODS w/ IT100 FEET OF A FIRE HYDRANT OR AS
�_1 BITUMINOUS COATING (TYP.) APPORVED OTHERWISE BY THE FIRE
tt" e e 12" WATER MOTOR TO SPRINKLER SYSTEM MARSHALL.
oIEAR °�^R GONG 2 ATTACHED TO FIRE DEPARTMENT
BUILD BUILDING ECG CANBE
RISER PIPE WATER FLOW SWITCH 3. FDC MAY DEGREE
REWIRED TO BE A 5" KNORZ
WITH 30 DEGREE REQUIRED
ELBOW WTH KNOX
18" (MUST TIE INTO A MAKING CAPS AS REWIRED BY THE FIRE
CLEAR 36• ALARM VALVE WITH CENTRAL STATION) 4. A 5"SSTORZ CONVERSION KIT WILL BE
GAUGES AND RETARD ® REQUIRED ON ALL NEW FIRE HYDRANTS AND
. •. :.,.' . FDC CHECK VALVE EXISTING FIRE HYDRANTS HAVING NST
THREADS WITHIN 1.000 FEET (MA A FIRE
SPRINKLER VALVE TRIM AREA I� 36'-�{ APPROVED RPZ ASSEMBLY DEPARTMENT HOSE LAY METHOD) O NEW
(18" CLEARANCE ON SIDES) COMMERCIAL BUILDINGS AND MULTI -FAMILY
(MOUNT HORIZONTAL ONLY) Q .... BUILDING OCCUPANCIES AND ADDITIONS,
APPROACH CLEARANCE CHANGE OF USE OR RENOVATIONS TO
TAMPER SWITCH EXSTING COMMERCIAL OCCUPANCY BUILDINGS
PER TOP VIEW CLASS 350 FLANGED TO FDC A REMOTE FDC REMOTE FIRE DEPARTMENT CONNECTION ORDINANECEWNTY FIRE PREVENTED
DIP FITTING A tY Mw. 1� (18"-36" ABOVE DETAIL W-16
C FAR
FINISHED GRADE)
REDUCER OR
NOTES: REDUCER ELBOW T BALL DRIP VALVE
- SPRINKLER RISER SHALL BE INSIDE BUILDING
- ACCESS SHALL BE PROVIDED FROM EXTERIOR 12" MIN. MAIN DRAIN
OF BUILDING AND LOCK SHALL BE KEYED TO MINIMUM (2) 3/4" ROD CLEAR TO OUTSIDE
BRUNSWICK COUNTY STANDARD LOCK (STAINLESS STEEL RODS
BOLTS, AND WASHERS -
OR MEGA -LUG)
PIPE STAND
(TYP)
D I. PIPE
MINIMUM (2) 3/4° ROD .A CONCRETE THRUST BLOCK
(STAINLESS STEEL RODS,
BOLTS, AND WASHERS)
SECTION "A -A"
STANDARD SPRINKLER RISER
DETAIL W-15
OPEN END
CORE AND BOOT
4
OPEN END
W/ TYPE S MORTAR
.CROSS CORE AND BAT
W/ TYPE 5
MORTAR CROSS
OPEN END
MANHOLE
WALL
DOWNSPOUT
3" MAX
PVC OR RESTRAINT JOINT
DOWNSPOUT
STAINLESS STEEL STRAPS
STAINLESS STEEL
STRAPS O 3'
MANHOLE
0 30" O.C. MAX (SEE DETAIL S-4A)
OCMAX
..
WALL
90' BEND
(SEE DETAIL S-4A)
DIRECTED TO DOWNSTREAMBE
PIPE INVERT 90' BEND
MAIN LINE
.INVERT INVERT
MANHOLE BOTTOM MANHOLE BOTTOM
NOTES:
1.
PIPING CONFIGURATION TO BE USED ON ALL DROPS ENTERING AT GREATER THAN 30" ABOVE BENCH.
2.
FOR LOW PRESSURE SEWER CONNECTIONS, CROSS SHALL BE REPLACED BY A TEE (OPEN END UP).
3.
FOR HIGH PRESSURE FORCE MAINS, CROSS SHALL BE REPLACED BY A RJ 90- BEND.
4.
LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION OR THROUGH ANY JOINT.
5.
STAINLESS STEEL STRAPPING SHALL BE 1" WIDE BY Ye" THICK AND ATTACHED TO THE MANHOLE WALL
WITH
STAINLESS STEEL MASONRY ANCHORS. FOR INTERIOR STRAPPING OF DROP PIPE, SEE DETAIL S-7A.
INSIDE DROP PIPING
FOR MANHOLE
DETAIL S-7
FLOW
CHAN
MANHOLE
PRECAST
PLAN
TYPICAL MANHOLE INVERTS
DETAIL S-9
SECTION "A -A"
TYR
PRECAST
MANHOLE
'IPE DIAMETER
NOTE:
ALL PARTS SHALL BE STAINLESS STEEL
DROP PIPE STRAP
DETAIL S-7A
WATERTIGHT MANHOLE COVER
PRECAST CONCRETE RING OR
BRICK d NORTAR GRADE ADJUSTMENT
(UNIT - THREE COURSES OR 6" MAX.)
SECTION A -A
STEPS 0 16" D.C.-
CAST TRW FRAME & COVER PER STD. DWG.
SECURED WITH MORTAR
/--ENTRIC
CONE RISER
Rev" ns
I - DATED 12/ 111
1.2 - DATED 3/26/2019
1.3 - DATED 11/512019
l '
14 O
A U
F•04�4 9
30U
I� x
O
Wz
!1
Dare nRn )
sere_ rvTs
Be4 By:
5OF5
I.1 -DATED--013
Mod S-7, Add S-7A
L2 _ DATED 1232019
I 2' X 2' CLASS A CONCRETE I I
CHIMNEY TO SPRINGUNE
8" X 8" RESTRAINED JOINT TEE
A 1" CEMENT T • A I�
GROUT WEIR U
4'-0" MIN
8" DR-18 C900
" RESTRAINED JOINT 90 BEND C)
I 11 IMIIEll IMIMIMI IL L-11HI1-11 1
EXISTING STABLE AND/OR 8" MIN. CRUSHED STONE BASE
WELL COMPACTED SUBGRADE C)
U
NOTES:
1. CONSTRUCT OUTSIDE DROP CONCRETE AND PIPING WITH EACH
SECTION OF MANHOLE RISER.
2. DO NOT RETROFIT OUTSIDE DROP TO EXISTING MANHOLE. USE
INSIDE DROP INSTEAD.
3. ALL OUTSIDE DROP SANITARY SEWER MANHOLES MUST BE
APPROVED BY BRUNSWICK COUNTY ENGINEERING.
4. ALL EXTERIOR JOINTS SHALL BE SEALED WITH A 4" WIDE BUTYL
RUBBER WRAP.
l
PRECAST MANHOLE WITH OUTSIDE DROP
DETAIL S-8
10 1/2"
I,.^p PROVIDE STAINLESS STEEL INSECT SCREEN
100 YEAR FLOOD ELEVATION PLUS 1 ^
TWO FEET (SEE PLANS)
7 1 2^ 1 1 ^
3/8" X 3" FLAT BAR BRACKET
60' W/2-5/8" X 4" EX. STAINLESS STEEL
n
W ANCHOR BOLTS
- SEE STRAP DETAILS
FINISH GRADE
BRACKET FABRICATED
3/8" STAINLESS STEEL PLATE
11/16" HOLES DRILLE\DFROM
11 /16" HOLES DRILLED
AS SHOWN
GROUT THRU HOLE IN MANHOLE
ANGLE AS REO'D TO
VENT FABR. OF 4" I.D. SCH. 40 STL. PIPE
SHOP GALV. AND COATED WITH COAL TAR
SEAT SQUARELY ON MANHOLE
EPDXY INSIDE AND OUT
3/8" X 3" FLAT BAR BRACKET
W/2-5/8" X 4" EX. STAINLESS
STEEL ANCHOR BOLTS. DO NOT WELD
BRACKET TO VENT. BRACKET SHALL
BE STAINLESS STEEL
4 1/2" O.D. X 1/4" STL. PLATE
(TAPPED FOR 2" PLUG)
WELDED TO BOTTOM OF VENT
5/8" X 4" EXPANSION STAINLESS
STRAP DETAILS
STEEL ANCHOR BOLTS TYP.
MANHOLE VENTING FOR FLOODPLAIN AREAS
DETAIL S-10
NOTES:
CAST IRON FRAME & COVER PER STD. OWG. SECURED WITH
MORTAR. TOP SHALL BE FLUSH WITH STREETS. WALKS. OR
1. PRECAST CONCRETE MANHOLES SHALL MEET A EXCEED THE
RESIDENTIAL AREAS.
REQUIREMENTS OF ASTM C 478. ALL SURFACES SHALL BE
SEWER GUARD INSET (SEE
SMOOTH AND EVEN TEXTURED WITH A MINIMUM OF HONEYCOMB,
NOTE 15)
FIN, AN O OTHER IMPERFECTIONS.
2. JOINTS BETWEEN MANHOLE SECTIONS SHALL BE SEALED
0000°o 000°o°000
°o� o 0 0 0 0
WATERTIGHT USING EITHER 0-RING GASKETS CONFORMING WITH
ASTM C 443 OR BUM RESIN CONFORMING WITH AASHTO M-198
3. SHALL BE SEALED WITH A 4" WIDE BUP. M
RUBBRERRWRANTS
/ IC
4. ADD INTERIOR HIGH SOLIDS EPDXY PROTECTION COATING FOR
EXISTING MANHOLES RECEIVING DISCHARGE FROM FORCE MAINS PER
ONE
ONE RISER
PRE -CAST CONCRETE GRADE CONE R
8 UNSWICK COUNTY TECHNICAL SPECIFICATIONS (MIN. 20 MILS).
RING (AS REWIRED)
5. HOLES FOR CONNECTION OF PIPE TO MANHOLE SHALL BE PRECAST
OR CORED. DIAMETER OF HOLE SHALL NOT EXCEED OUTSIDE
INTERIOR MIN 20 MIL
STEPS 0 16" O.C.
DIAMETER OR PIPE BY MORE THAN 3 INCHES.
6. CONNECTIONS OF PIPE TO MANHOLE SHALL BE MADE WATERTIGHT
COAL TAR EPDXY OR
OILER APPROVED COATING
PER SPECIFICATIONS
USING RESILIENT CONNECTORS CONFORMING TO ASTM C 923 OR
(NOT REWIRED FOR POLYMER MANHOLES)
NEOPRENE BOOTS EMBEDDED IN PRECAST BASE WITH STAINLESS
STEEL COMPRESSION BANDS
5" MIN.
7. MANHOLE INVERTS SHALL BE INSTALLED USING BRICK ANDF
MORTAR, OR MANHOLES MAY BE PRECAST, MONOUTHIC SECTIONS
NIFORMED INVERTS
5'-0" WITH
INSIDE DROP
I OR RECEIVNG
N
8. LIFTT HOLES SHALL SE PLUGGED AND FILLED RUSH WITH MORTAR.
MANHOLE AT
9. ALL BRICK AND MORTAR SHALL RECEIVE A 1/2" MORTAR PARGE
COAT ON INSIDE AND OUTSIDE.
10. ALL SPACE BETWEEN PIPE AND OPENING INSIDE OF MANHOLE TO
1R MIN. GRADE
FLEXIBLE RUBBER
BE GROUTED W TH TYPE S MORTAR
11. SEWER MAIN PENETRATIONS AND/OR SERVICE LATERAL
BOOT W/ SST CLAMP
PENETRATIONS ENTERING AT 30" OR LESS ABOVE THE MANHOLE
BENCH SHALL HAVE A SUDE CONSTRUCTED OF BRICK AND
MORTAR.(SEE DETAIL)
12. ALL PENETRATIONS ENTERING MANHOLE AT GREATER THAN 30"
SHALL BE AN INSIDE DROP MANHOLE (SEE DETAIL).
Te000°o°o°o°o°o°o°o°000°000°000 °o�
13. INSIDE DROP MANHOLES, AND PUMP STATION RECEIVING MANHOLESSHA
DIAMETER MANHOLES./{�
BE MINIMUMMANHOLES
/c,7
`6 � 6" MIN.
14,SANNITARY SEWER SHALL BE COATED 'NTH COAL TAR
EPDXY 20 MILS THROUGHOUT THE INS RE OF THE MANHOLE
\�/�\�///�\�/\�"/.\/\//\//\ X D
\ .\��\��\� EXTENDED FOOTING
15. ALL MANHOLES SHALL HAVE A SEWER WARD INSERT INSTALLED -
EXIST. STABLE AND/OR WELL
PLASTIC IS ALLOWED IN NON -TRAFFIC AREAS - STAINLESS STEEL
INSERT PANS ARE REQUIRED IN TRAFFIC AREAS
COMPACTED SUBC42ADE SET MANHOLE ON
16. MANHOLES SHALL BE TRAFFIC BEARING WITH A MINIMUM HS-20
MIN. 8" #57 CRUSHED STONE BASE
LOAD ALLOWANCE.
17. FOR NEW SEWER FORD: MAINS CONNECTING TO AN EXISTING
COUNTY GRAVITY SYSTEM THAT REWIRES THE CUT IN OF A NEW
MANHOLE:
PRECAST CONCRETE MANHOLE
THE NEW SEWER SHALL BE PRECAST POLER
CONFORMING TO ASTMMCC4478 AS MANUFACTURED BYTM
DETAIL S-1
ARMOROCK, MEYER POLYCRETE OR APPROVED EQUAL.
RISER SECTION JOINTS SHALL BE BELL AND SPIGOT
/SHIP -LAP DESIGN SEAMED WITH BUM MASTIC AND/OR
RUBBER GASKETS (METH 0990) SO THAT ON ASSEMBLY THE
MANHOLE BASE, RISER(S) AND TOP SECTIONS MAKE A
CONTINUOUS AND UNIFORM MANHOLE STRUCTURE
SECTION ALONG CENTERLINE OF MAIN
INTERIOR MIN 20 MIL
COALE1O1Y OR
TAPPROVED
PRECAST DOGHOUSE MANHOLE
OTHER COATING
PER SPECIFICATIONS
NOTE: FILL ANNULAR SPACE BETWEEN
OUTSIDE OF PIPE AND MH WITH
CONCRETE OR MASONRY TO 6" MAX
INSURE WATERTIGHTNESS
7-SOLVENT CEMENT SEAL ABS OR SADDLE PVC
LSTAINLESSJ
STEEL BANDS
PVC PIPE
SERVICE SADDLE
SEAL ANNULAR SPACE
(SEE NOTE #3)
NOTES:
L FLOW SHALL BE MAINTAINED DURING CONSTRUCTION.
2. THIS DETAIL TO BE USED WHEN A NEW 6" OR LARGER LATERAL OR
MAIN NECESSITATES CONSTRUCTION OF A NEW MANHOLE.
ANNULAR SPACE BETWEEN PIPE AND MANHOLE MUST BE SEALED WTH
BRICK AND MORTAR TO PREVENT INFILTRATION.
4. FOR POLYMER MANHOLE - CONCRETE GROUT AND COATED WITH
EPDXY KIT AS REWIRED PER MANUFACTURER.
ANNULAR SPACE ��5 LUACE MH BASE SECTION
No.
3) / I WIN ..TT CONCRETE RBE00n SLFB
IT
/4 BARS AT 18" EACH WAY
ROUND OR SOUARE SLAB
PRE -CAST OR POURED
CRUSHED STONE BASE
8" THICK MIN
PRECAST CONCRETE DOGHOUSE MANHOLE
DETAIL S-4
RIGHT OF WAY/
PROPERTY LINE/
EASEMENT LINE
I
CLEANOUT PLUG
SANITARY
I PLAN
I
8" MIN.
CLEAN -UT ADAPTER WITH
SW ARE NUT CAP AND 8"
MIN. AIR GAP AND LID
I MARKED "C.O." OR "SEWER"
�ALONG TURN TEE WYE
SERVICE PIPE
SAS SPECIFIED �1/8 BEND
MIN GRADIENT
1 /8" PER FT.
ELEVATION
TAPPING SADDLE &
ADAPTER AS REQ'D
NO M M FOR PIPE FLEXIBLE RUBBER BOOT NITH
YXgE WFLLLOSECTION (Tiro ALL MAIN TEEL CAMPS
CpM. ONs)
SMOOIH, L
ADIOS BE S
I
now
\BENCN�
e' EXTENDED ­E
E
SECTION A -A
S �RFACE
) /2 )
�°a0]/-y/4
FI
STANDARD MANHOLE RING AND COVER
4-1" DIA OINN
HOLES AT 9
00
A
,
00RINGS
SHALL SE BOLTED DOWN
OR CAST IN O E EVATED MT TOPS
NOTE:SEWER GUREWIRED IN WAT2-5/8
APPLICATIONS
DIA STAINLESS
STEEL RODS UFTNG BAR
GASKET IN VERTICAL
FACE OF COVER
23 ]/a"
1 /8" 231/1
f �I 22'
] t/2' 3 1/4"
DETAIL S-2
MANUFACTURER
MODEL NUMBER
US FOUNDRY
725 RING / DP -LA SSG
US FOUNDRY
710 RING / DP-LOC SSG
CAPITAL FOUNDRY
MH-3000-OUT
EARWST JORDAN
TWORKS
202701 RING / 202722 COVER
]0'
SECTION A -A
WATERTIGHT MANHOLE RING AND COVER
DETAIL S-3
E FRAME & COVER
ODOR CONTROL CARBON FILT
AT MANHOLES WITH INCOMING
PRESSURIZED SEWER
-USE GRADE RINGS TO
ADJUST HEIGHT
(HEIGHT VARIES - MAX 10")
IB BARS 0 6" A
BOTH WAYS
"-SEE JOINT DETAIL
SET MANHOLE ON N/A FOR POLYMER MANHOLES
MIN. 8" CRUSHED STONE BASE
CONCRETE BRICK AND
SECTION MORTAR FILLETS
SHALLOW PRECAST CONCRETE
MANHOLE WITH FLAT TOP
DETAIL S-5
MANUFACTURER
MODEL NUMBER
US FOUNDRY
725 RING / DP -SSG COVER
US FOUNDRY
710 RING DP -SSG COVER
CAPITAL FOUNDRY
MH-3000
EAST JORDAN
RON WORKS
202711 RING / 202746 COVER
GENERAL
FOUNDRIES
Gfl_7126 / GFI-41261
®SERVICE OR M.
ENTRNG AT ]0" OR
N55 - BRICK ,COD
DRTAR SMDE
PEW RED NFLUENT
PPE
�BRIICCK�AND
M DE
O I�ERING OF
30" OR 4"
AOTRTOP
BFNCH
LESS
L
INEWENT PIP
MAIN
UNE
�oc•T[xomMli
6"aonND
CROSS SECTION AT EXISTING MANHOLE
MAINS OR SERVICES ENTERING MANHOLE
DETAIL S-6
RIGHT OF WAY/
PROPERTY LINE/
EASEMENT LINE
I
I
LID MARKED
4"x4"x6' TREATED
SEWER OR C/0
TIMBER MARKER
CLEANOUT ADAPTER
I q• FINISHED
WITIi SQUARE NUT CAP
GRADE
SAME MATERIAL AS
SERVICE LATERAL
8"
SIDEWALK
MIN.
ROAUWAr
I I-III=1I� I � I I -I I L-I I ...
- I I -III.
I I_ • • -
-I _-
2'
24" MIN.
(^� WATER MAIN
ORB& GUTTER \ / OR SERVICE
(36" MIN. SAME
N NCDOT MATERIAL
Y
R/W)
CAST IRON BOX & COVER
MARKED "CO" OR 'SEWER'
CA
18" MIN,
r�1/8 BEND
r1/6 OR 1/8 BEND
5•
11
GRADE OF 1/8" PER
FOOT
WATER TIGHT
MINIMUM
PLUG
SEWER
LINE
WYE
NOTE:
TAP TO MADE ON THE
TOP QUARTER OF THE MAIN
FOR SERVICE LINES 20' OR
DEEPER CONTACT
THE BRUNSWICK COUNTY ENGINEERING DEPARTMENT
WYE OR TAPPING SADDLE
FOR BEDDING GUIDANCE
DEPENDING ON NEW OR EXISTING MAIN
SANITARY SEWER GRAVITY TAPS & SERVICE LATERALS
DETAIL S-11
NOTES:
1. ALL TAPS WILL BE MADE IN ACCORDANCE WITH
BRUNSWICK COUNTY SPECIFICATIONS AND AWWA
GUIDELINE "ANSI/AWWA C600-93" OR LATEST
REVISION FOR TAPPING THROUGH POLYETHYLENE
ENCASEMENT.
2. ALL MATERIAL TO COMPLY WITH BRUNSWICK COUNTY
SPECIFICATIONS.
3. TRACER WIRE SHALL BE INSTALLED FROM THE FORCE
MAIN TO THE VALVE BOX.
a. THE HOMEOWNER IS RESPONSIBLE FOR THE GRAVITY
CONNECTION FROM THE STRUCTURE TO THE GRINDER
PUMP STATION AND FOR THE ELECTRICAL WIRING TO
SHUT-OFF VALVE -
PROVIDE POWER TO THE PUMP PANEL.
2° IPT MUELLER 300 BALL
CURB VALVE B-25122. OR EQUAL
S. AT THE DISCRETION OF BRUNSWICK COUNTY, ON
W/MUELLER 110 COMPRESSION
SELECT BRUNSWICK COUNTY CAPITAL PROJECTS AND
SPECIAL ASSESSMENT DISTRICT PROJECTS, THE VALVE
CONNECTION TO MATCH TUBING SIZE
W/ LEVER ACTUATOR
BOX HOUSING, SHUT-OFF VALVE, AND CHECK VALVE
MAY BE LOCATED WITHIN THE RIGHT-OF-WAY.
6. VALVE BOX AND LID ARE NOT REQUIRED ON SHORT
THREE INCH "S" OR OTHER APPROVED
SIDE TAPS IN NON-PUBUC R/W.
MARKER TO BE STAMPED INTO CURB AT
SERVICE LOCATION DURING CURB INSTALLATION
7. SPLIT SERVICE ONLY AT DISCRETION OF BRUNSWICK
COUNTY, AND SHALL BE SIZED PER COMMERCIAL
REQUIREMENTS.
RIGHT OF WAY/
PROPERTY LINE/
EASEMENT LINE
VALVE & VA VE BO%
(SEE NOTE 6�
PAVEMENT CURB
TRACER WIRE, TYP
FINISHED
GRADE
8"-24"
CONTRACTOR TO USE TAPPING
SADDLE AS MANUFACTURED BY
SMITH-BLAIR MODEL 317 W/304
WATER MAIN
SS STRAPS, STUDS AND NUTS, 36" MIN
OR SERVICE
OR EQUAL
Poly xr°P
18° MIN.
-
(8 mil)
TAPPING SADDLE
I
I
- 2" SINKING BALL CHECK VALVE
FEMALE IRS X IRS, MODEL 208
PART NO. 2142, AS MANUFACTURED BY
FLOWMATIC. OR EQUAL WITH MUELLER 110
COMPRESSION CONNECTION TO MATCH TUBING SIZE
CONTRACTOR TO INSTALL VALVE BOX
ON PRIVATE PROPERTY
12"X17"X12" STANDARD BOX, #D1200-B/O.
AS MANUFACTURED BY NDS, OR APPROVED
EQUAL, WITH CAST IRON LID, QLC-5285, AS
MANUFACTURED BY SIGMA CORPORATION,
WITH "SEWER" ON TOP OF LID IN 1" HIGH
LETTERS.
IN PUBLIC RIGHT-OF-WAY
I
RECTANGULAR CAST IRON BOX, 18"X30",
1
ASPHALT COATED, #MBX-5A, AS
MANUFACTURED BY FASTEC, WITH "SEWER"
ON CAST IRON LID IN 1" HIGH LETTERS.
_PROPERTY UNE
RASE ADAPTER
1
HINDER PUMP STATION
GRAM TY ONE
I FROM HOUSE -
PUMP DISCHARGE
TO MAIN
I
V CTS TUBING SDP 9, 200 PSI
2" CTS SERVICE TUBING
Not
° PVC IPipe SDR-9 200 PSI i
2" IPT MUELLER 300 BALL CORPORATION VALVE
ON COMMERCIAL PROJECTS.
FOR PRIVATELY PERMITTED GRINDER
B-25028,QUAL W/AIVELL110 COMPRESSION
E
PS, AN ADDITIONAL SHUT-OFF VALVE
CONNECTIONOR
TO MATCH SERVICER E TUBING SIZE
IS REQUIRED IMMEDIATELY ADJACENT
TO THE SEWER SERVICE BOX
^ISTANCE VARIES
RESIDENTIAL INSTALLED AND
NEW SDI
MAINTAINED BY BRUNSWICK CO
By COD BY CONTRACTOR
INSTALLED
I
EXISTING SUBDIMSIDNS
INSTALLED BY BRUNSWICK COUNTY
COMMERCIAL
I TYPICALLY INSTALLED BY OWNER
PROPERTY OWNER RESPONSIBLE
FOR MAINTENANCE COSTS
LOW PRESSURE SEWER CONNECTION
DETAIL S-12
TOP
W/ WA'
PUMP
Fl.T:lil
IF-�II� ��4" x 4" PRESSURE
TWO FEET ABOVE THE 100 YEAR II TREATED WOOD POST
WATER SURFACE ELEVATION
STAINLESS STEEL SCREEN
INSTALLED IN VENT STAINLESS
Rev' ' ns
1.1 - DATED 4/30/2013
1.2 - DATED 12320I9
1.3 - DATED 5/52020^
L '
F0
A U0
044
�0u
�eeo�
ww 0
W Zz
V
1 OF 5
1.1 - DATED 3/720I3
1.2-DATED 11/142016
1.3 - DATED 41112018
CONCRETE 6" THICK MIN.
(TYP. ALL SIDES)
l '
WALL
NOTE: REMOTE VENT DETAIL S-13(A)
MINIMUM 24 HOURS
STORAGE CAPACITY (FOR USE WHEN THE UD OF THE GRINDER TANK IS NOT AT
LEAST TWO FEET ABOVE THE 100 YEAR WATER SURFACE
ELEVATION)
HOUSE HOUSE
(FRONT) (SIDE)
MIN
GRINDER PUMP TANK WITH TOP VENT (LEFT SIDE
INSTALLATION)(SEE DETAIL S-13(A) FOR REMOTE FINAL GRA
VENT) RIGHT OF WAY/ _ _ -
EWER PROPERTY LINE/
-- -- -- -- EASEMENT LINE
STREET
PLAN WEW
TYPICAL RESIDENTIAL GRINDER PUMP STATION LOCATION
DETAIL S-13
GRINDER PUMP TA
ELEVA77ON
fn
/F 0
~ LU
�I
wOU U
LxL
C�
z o
� �z
1�
P PANEL a.
s�Nr nA.zs.�
Drew Br: M
CMeked By: WLP
TO BOTTOM OF PANEL
TOP OF TANK
0 FINAL GRADE SURFACE
NOTE:
MINIMUM 24 HOURS
STORAGE CAPACITY
J O
Q N
=3 N
0
J
0 6 C ro Ci
I) CO2) N LT o
- i C) C7
M C1
cnCU
LL 2) M
C I` N
0 (O _Q O E'') O o
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3 00 0 x DO
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z_
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LL_
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Ilee-
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0
0
COUNTY PROJECT NUMBER
PLAN STATUS
02/22/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
CVF
DESIGN
SMC
DRAWN
CVF
CHKD
SCALE
H: N/A
V: N/A
JOB No.
100534-01-001
DATE
FEBRUARY 2024
FILE No.
100534-D-C P-001
SHEET
38 OF 44
Cad file name V:\100534 - Royal Farms Store #541 Shallotte, NC\100534-01-001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\037-039-100534-D-CP-001-UTILDET.dwg

Revisions
\ / 1.1 -DATED 10272015
1.2 - DATED 1/232019
1.3 - DATED 412MO22
STORM SEWER STORM SEWER MMS-17
a
18" MINIMUM (PER 2T RULES) 12-18" VERTICAL CLEARANCE
/ ® 57 STONE FROM TOP
ALL B8UCCOSONOOK COUNTY PVC OUTUTIES a IN SANITARY SEWER TO
INVERT OF STORM RSEWER
TO
FORCE MAIN \� STEEL ENCASEMENT PIPE ---BEDDING PER BRUNSWICK
ROAD INTERSECTION / NNRE WATER MAIN / / BEDDING PER BRUNSWICK 10' ON EITHER SIDE OF CROSSING / COUNTY SPECIFICATIONS SPECIFICATIONS WITH SEALED ENDS ALL BRUNSWICK COUNTY UPUPES
(DR-18 C900 PVC ONLY)
DFORCE MU
WA LIMITS
DOWNOWN AWARD
OF RICHE OF WAY
DEFLECT FORCE MAIN
/.� FOR FUTURE WATER
MAIN AT ROAD
INTERSECTION EXISTING GRADE
3' TYP.
6 MIN. FUTURE WATER MAIN
1.5, CLEARANCE MIN
FORCE MAIN
SEWER FORCE MAIN ® ROAD INTERSECTIONS
DETAIL S-14
S-15A
S-15B
STANDARD CONDITION
12-18" VERTICAL CLEARANCE
GRAVITY SEWER CROSSING BELOW STORM SEWER
DETAIL S-15
/ / !
NO JOINTS ON TORM MAN
PI ES ALLOWEDSBETWEEN
/ \ _
PIERS
\
STORM SEWER
\I
_
_
STORM SEWER
FORM CRADLE -
/ /
\
u
FILL V01D NTH
TYPE S" CEMENT
/
/
C ,
\
/
/
M >
CONCRETE FOOTING/PIER
OR MASONRYCELLS
0
LESS THAN 12"
FILLED NTH
CONOREIE
R
D
_ -
/ 57 STONE AS
NEEDED TO STABIUZE
ALL BRUNSWICK COUNTY UTILITIES
FOUNDATION
1DR-18 C. PVC ONLY)
MINIMUM DESIGN & CONSTRUCTION STANDARDS FOR GREASE TRAP AND OIL/SAND SEPARATOR
A. GENERAL
1. USABLE LIQUID CAPACITY OF TANK MUST NOT BE LESS THAN INN GALLONS. FOR OIL/SAND SEPARATOR 5.5' 13.0
REFER TO SPECIFICATIONS FOR SIZING CALCULATIONS.
2. THE TANK LENGTH MUST BE AT LEAST TWO (2) BUT NOT MORE THAN THREE (3) TIMES THE WIDTH. r �I
3. THE UNIFORM LIQUID DEPTH MUST NOT BE LESS THAN FOUR (4) FEET.
4. AT LEAST ONE (1) FOOT OF FREEBOARD MUST BE PROVIDED. 4°/6" DIA I I PV/C OUTLET
DIA
PVC INLET
5, VIBRATION METHODS MUST BE EMPLOYED TO PREVENT VOIDS.
6. WALL AND BOTTOM THICKNESS SHALL BE AS REQUIRED FOR STRUCTURAL STABIUTY, BUT NOT LESS THAN
FOUR (4) INCHES IN THICKNESS.
7. INLET MUST ENTER TANK A MINIMUM OF THREE (3) INCHES ABOVE THE LIQUID LEVEL. I I
& INLET TEE SHALL EXTEND SIXTEEN (16) INCHES BELOW UQUID LEVEL.
9. OUTLET TEE SHALL EXTEND DOM TO SIX (6) INCHES ABOVE THE BOTTOM OF THE GREASE TRAP. L _ _ _ _ _ _ - - J L _ _ _ J
10. ACCESS OPENINGS MUST BE LOCATED ABOVE INLET AND OUTLET DEVICES, AND LIDS SHALL BE EQUIPPED
NTH UFT RINGS. PLAN
11. TANKS LOCATED IN TRAFFIC AREAS MUST BE DESIGNED TO A HS-20 LOADING.
24" CAST IRON FRAME & COVER
(SEE NOTES) TYP PRECAST CONCRETE GREASE TRAP
B. TYPE OF REINFORCEMENT MORTAR
1. TANK WALLS AND BOTTOM - 6 X 6, 10 GAUGE WIRE MESH. C 0 FINISH GRADE
2. TANK LIDS (TOPS) - NUMBER 3 RODS. 6 INCHES ON CENTER EACH WAY. OR 6 X 6, 10 GAUGE WERE MESH C.0
PLUS ONE NUMBER 3 ROD PER UNEAR FOOT OF TANK TOP. 2° MIN.
RT JC2'-0" ' DNON-SHRINK
3. ALL REINFORCING WIRE AND RODS SHOULD BE COVERED BY AT LEAST 1/2 INCH OF CONCRETE. INNVELET ® R24ISER, IA' TYP G
IROUT AT
PIPE
G CONCRETE 2'-0" OPENINGS
1. STRENGTH - MIX SHOULD BE CALCULATED TO YIELD A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3" 4"/6^ SANITARY TEE z 4"/6" SANITARY TEE
4,000 PSI. SEE NOTE 1 SEE NOTE 1 OUTLET
2. TYPES OF AGGREGATE _
A. SAND - FINE UP TO 1/4 INCH
B. GRANITE DUST OR FINE SCREENINGS FROM CRUSHER OPERATION 4" INLET 4j1A
BAFFLE
MAY BE USED IN LIEU OF SANDINVERT ® -GRAVEL OR CRUSHED STONE - SHOULD NOT EXCEED 1/3 OF OUTLETWALL THICKNESS, I.E., FOR 2 1/2 " WALL THICKNESS,AGGREGATE SHOULD NOT EXCEED A SIZE OF 3/4 WATER SURFACE3. PORTION AND DUALITY CONTROL - 16
EVERY MANUFACTURER SHOULD HAVE PORTION CONTROL AND SUCH OTHER EQUIPMENT AND CAPABILITIES
NECESSARY TO MAINTAIN CONSTANT MIX RATIOS AND SYSTEMATIC INSPECTION OF FINISHED PRODUCTS TO
RULE OUT UNSUITABLE SPECIMENS. Iµ�
0. TANK IOENTflCATION mL
AN IDENTIFYING SEAL BEARING THE FOLLOWING ITEMS MUST BE CAST OR STAMPED INTO THE OUTLET
END, WITHIN SIX (6) INCHES OF THE TOP: SEC FION COMPACTED CRUSHED STONE
1. MANUFACTURER NOTES:
2. MANUFACTURER'S ADDRESS 1. SANITARY INLET AND OUTLET TEE SHALL BE 4" FOR GREASE TRAP AND 6" FOR OIL/SAND
3. LIQUID CAPACITY OF TANK SEPARATOR.
4. DESIGN LOADING 2, MANHOLE RING & COVER SHALL BE GAS AND WATER TIGHT PROVIDING A 22" MINIMUM CLEAR
OPENING.
E_ GUARANTEE 3. CONCRETE GRADE RINGS SHALL BE UTILIZED TO BRING COVER TO FINISHED GRADE.
4. MINIMUM SIZE OF OIL/SAND/GREASE SEPARATORS IS 1000 GALLONS PER BRUNSWICK COUNTY POLICY.
ALL TANKS MUST BE GUARANTEED IN WRMNG FOR TWO (2) YEARS AGAINST FAILURE DUE TO POOR FACILITIES MAY REQUIRE LARGER TRAPS BASED ON USAGE. ENGINEER MUST SIZE AS REQUIRED.
WORKMANSHIP AND MATERIALS OF THE MANUFACTURER.
1,000 GALLON OIL/SAND/GREASE SEPARATOR
DETAIL S-16
8" MIN. A" MIN. "STEEL ENCASEMENT PIPE
BLOCK FROM 10° ON EITHER SIDE OF CROSSING
EDGE NTH SEALED ENDS
OF PIPE
S-15C
LESS THAN 12" VERTICAL CLEARANCE
STORM SEWER JUNCTION BOX
(MT -TOP STRUCTURE OR
ECCENTRIC CONE RISER
ACCEPTABLE -SELECT
BASED ON DEPTH)
DIP GRAVITY SEWER
THROUGH BOX NOTE: NO JOINTS
EXPOSED IN MANHOLE
EPDXY GROUT,
TYP
STORM SEWER
OUTLET
1. INVERT OF SANITARY SEWER
ABOVE CROWN OF STORM DRAIN
2. IF SEWER INVERT BELOW CROWN
OF STORM DRAIN PIPE, THEN A SECTION VIEW
STEEL CASING PIPE IS REQUIRED
AROUND THE SANITARY SEWER -
CASING ENDS NEED TO BE
SEALED
STANDARD
STEPS
J
GRAVITY SEWER DIP THROUGH
MANHOLE
NO JOINTS INSIDE MANHOLE
PLAN VIEW
INTERFERENCE SANITARY SEWER MANHOLE
GRAVITY SEWER THROUGH STORM SEWER
DETAIL S-17
ale. �NIS
U- By: M
CAxkeE By: VLP
3/4" ALL -THREAD
S.S. STEEL ROD (CUT
TO LENGTH) OR
MEGA -LUG
ONE PIPE LENGTH
SNBOUT (TYP)
SHUTOFF VALVE AT END OF
LINE OR AT A TEE OR BEND
(TYP), NTH VALVE BOX AND
LID MARKED "SEWER"
RESTRINED JOINT,
NEG-A-LUG, OR EQUAL
a
CONCRETE THRUST BLOCK
QQ
d
FUTURE FORCE MAIN STUBOUT
DETAIL S-18
A
CONCRETE METER BOX CONCRETEMETERBO%
TRAFFICRATEDW/TOP TRAFFICRATEDW/TOP
STAMPED -WEN' STAMPED-SEWEIY
45°BEND A5°BEND
IR SIZES TEE A
PLAN VIEW
IRON VAI-VE BOX CONCRETE
RATED W/TOP
CRETE METER BOX
STAMPED SEWER-1ED-SEWEF'
PLUG VALVE IFIPT %FIFE
AWPTOB
OR II' AwX IGLUE JOIM
PT) YA�IXL INC. OR RI X MIPT
EOURL PT .....
PLUG VALVE�e' OF GRAVEL BEDDING
SIZE PER LOW AS'BEND -E BOX ADAPTOR II'-
Q PRESSURE MAIN BYADAPTON,INC.OB
SECTION VIEW A -A
LOW PRESSURE IN -LINE SEWER CLEANOUT
DETAIL S-20
CAST IRON VALVE BOX CONCRETE METER EO%
sTAMPED Ge EF �sTUAFEO sEwE 1TOP
PLUG VALVE (FIPT X
OR RJ
BSURE MAIN :. :.-I'OFGRAVELBEDDING
I FOP SIZES
ERAL ...............
NOBLE
FNISHOMDE TO DRAIN Away FROM BO%ES.
SECTION VIEW B-B
NOTE:
SET ON 0'-4" OF STRUCTURAL BACKFILL
MIN. CONCRETE AT 5000 PSI AT 28 DAYS
REBAR: GRADE 6o ASTM A615 SPECS
24"INSIDE DIA PRE -CAST
CONCRETE MANHOLE RISER
SECTION
SEAL PIPING IN
L
REMOVABLE CONCRETE SLAB
COVER
NEENAH #R-1772-C HEAVY DUTY
MANHOLE FRAME & SOLID COVER
C.O.
L - - J
[� 3" VENT
,L
TOPEL:,, DAIUXTO
TOP EL:
2-WAY C.O.
150o GALLON PRECAST
CONCRETE GREASE TRAP.
INTERIOR DIMENSIONS CHANGES
ALLOWED TO ACCOMPLISH SIMILAR
VOLUMES.
* CIVIL ENGINEER TO PROVIDE ALL ELEVATIONS LEFT BLANK ABOVE
GREASE INTERCEPTOR DETAIL
NOT TO SCALE
OONCRETE METERBOX
TRAFFIC RATED W/TOP
STAMPEDSEWEW
- - -
BEND
CAST IRDN VALVE BOIL
STMIPED'SEWER'
LOW PRESS�­
E.. STUB FOR FUTURE
TEE SEE PLAN FEXPANSION WRH CAP
AND MATERIAL
DETAIL S-19
TRAFC GYRATED W/
STAMPED °SEWER•T'
�
NOTE:
-1 PIPE P
7­­A'LfEIR
NG1MA %ABLE CAP 1. GASKERED OH GLUE
PTX FIP 3 ROVED PLANS.
n RESTRAweD.plLE
SHALLBE INSTALLED
^ADAPTER IGLUE JOINT PER BRUEANICK E
ORRJ%MIPT PER BRUNSWICK
COUNTYTECHNICAL
SPECIFILATICNS.
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e•OFGI VELBEDDING MANDATORY
LOW PRESSURE END -OF -LINE SEWER CLEANOUT
DETAIL S-21
1.1 -DATED 4/302013
1.2-DATED 3f102017
1.3 -DATED 8/17l2021
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JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
Cad file name : V:\100534 - Royal Farms Store #541 Shallotte, NC\1 00534-01 -001 (ENG)\Engineering\Engineering Plans\100534-D-CP-001 (60p Site Plan)\037-039-1 00534-D-CP-001 -UTILDET.dwg
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DATE
01.24.24 PHOTOMETRICS
SCALE AS NOTED
DRAWN BY DMT
THESE DRAWINGS ARE PROTECTED UNDER THE
COPYRIGHT ACT OF 1976 AND SHALL NOT BE
REUSED WITHOUT THE WRITTEN PERMISSION OF
THE ARCHITECT.
0 30' 60'
SCALE: 1" = 30'-0"
SHEET 40 OF 44

LUMINAIRE SCHEDULE
SYMBOL
LABEL
QUANTITY MANUFACTURER
CATALOG NUMBER
DESCRIPTION
LAMP
NUMBER
LUMENS PER
LIGHT LOSS
OFLAMPS
LAMP
FACTOR
SCA1
21 HUBBELL LIGHTING
VSH-140-5K7-UNV-WHT
CANOPY
LED 5000K
1
20196
0.9
S
SP1
3 BEACON LIGHTING
VP-2-320L-235-5K7-4W-U
LARGE VIPER
C-70-CRI DATA SHOWN IS
1
33000
0.9
NV-K-WHT
SCALED FROM 3036
S
SP1-BC
3 BEACON LIGHTING
VP-2-320L-235-5K7-4W-U
LARGE VIPER
C-70-CRI DATA SHOWN IS
1
33000
0.9
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SP3
2 BEACON LIGHTING
VP-2-320L-235-5K7-4W-U
NV-K-WHT
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1
99000
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o-L
***ALL WALLED MOUNTED FIXTURES
AND/OR POLE MOUNTED
LIGHT FIXTURES
SHALL BE MOUNTED 90 DEGREES TO FINISHED GRADE. —
STATISTICS (FC)
DESCRIPTION
SYMBOL
AVG MAX MIN
AVG/MIN
MAX/MIN
FUEL CANOPY
+
41.07 56.80 25.20
1.49
2.07
PARKING LOT
+
7.78 34.40 0.20
7.78
38.90
SPILL LOT
+
0.05 0.80 0.00
N.A.
N.A.
WATTAGE
140.00
235.00
235.00
705.00
MOUNTING HEIGHT
18'-0"
19'-01,
19'-0"
19'-0"
PER DETAIL 1 - POLE BASE DETAIL,
THIS SHEET, ALL POLE MOUNTED
LUMINARIES ARE 90 DEGREES TO
THE POLE AND NADIR TO GRADE.
SQUARE ALUMINUM
NON -TAPERED
PROVIDE COVER —\POLE,
PROVIDE COVE
FOR POLE
BOLT CIRCLE
MOUNTING
PROJECTION
HARDWARE
AND BOLT LENGTH AS
SPECIFIED BY LIGHT
POLE
MANUFACTURER
LIGHT POLE FOUNDATION DESIGN NOT
BY MDS. LIGHT POLE SHOWN FOR MEP
RELATED DETAILING ONLY. REFER TO III N
STRUCTURAL DRAWINGS FOR LIGHT
POLE DESIGN •� FINISHED GRADE
.• III
III
III
III
CONDUCTORS TO ADJACENT
III
III
III
III
N
LIGHT FIXTURE
•+•• •
PVC SCHEDULE 40
PVC SCHEDULE
'
PVC SCHEDULE 40
CONDUIT. SIZE AS
40 CONDUIT
`+
CONDUIT WITHIN 5 FEET
INDICATED.
WITHIN 5 FEET OF
_ '
OF POLE BASE AND FOR
POLE BASE AND
,..:
STUB -UP INTO BASE.
FOR STUB -UP
INTO BASE.
POLE BASE DETAIL
NOT TO SCALE
z LUMINAIRE DETAIL
NOT TO SCALE
1fc CONTOUR
CONDUCTORS TO
ADJACENT
LIGHT FIXTURE
PVC SCHEDULE 40
CONDUIT. SIZE AS
INDICATED.
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NORTH CAROLINA REGISTERED
ENGINEERING FIRM P-2573.
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#
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PHOTOMETRICS
]
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SCALE AS NOTED
DRAWN BY DMT
THESE DRAWINGS ARE PROTECTED UNDER THE
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SHEET 41 OF 44

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VIPER Area/Site
VIPER LUMINAIRE
DATE. - I LOCATION-
TS PF Sp" sazs3rs I PROJECT:
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FEATURES
Law piafile LED area/site lumina re with a variety of IES distributions for lighting
applications such as auto dealership, retell, commercial, and campus parking lots
• Featuring two different optical technologies, Strike and Micro Strike Optics,
which provide the best distribution patterns for retrofit or new construction
• Rated for high vibration applications including bridges and overpasses- All sizes are
rated for 1,5G
• Control options Including photo control, occupancy sensing, NX Lighting Controls'.
wiSCAPE and 7-Pin with networked controts
• New custom;table lumen output feature allows for the wattage and lumen output to
be customized In the factory to meet whatever specification requirements may entali
• Field Interchangeable mountFit
ing provides additional flexibility after the fixture has shipped
C u� US IP65 ''
�far�xificetionf
CONTROLTECHNOLOGY
wiSCAPE-
SPECIFICATIONS
CONSTRUCTION
• Die-cast housing with hidden vertical heir:
Pins are optlrral for heat dissipation while
keeping a clean smooth outer surface
Corroston r?g:stant, die-cast aluminum housing
with 1000 hour powder coat paint finish
• External hardware is corrosion resistant
OPTICS
Micro Strike Optics 060, 320, 480, or 720 LED
counts) maximize uniformity in applications
and come standard with mid -sower LEDs
which evenly illuminate the entire luminous
surface area to provide a low glare
appearance. Catalog logic found on page 2
• Strike Optics (36, 72, 108, or 162 LED counts)
provide hest In ctass dtsinbutions and
In application-,; maximum pole spacing new applicailo .
with high powered LEDs. Strike optics are
held In place with a poIy<arhanato bezelto
mim.c the appearance of 11-e Micro Strike
Optics sir boll, so'utions can be combined
on tic same app'1caUan. Catalog yogic found
on page 3
Both optics maximize target zone illumination
with minimal losses ai the house -side,
reducing light trespass issues. Aaditional
backlight control shields and house side
shields can be added for further reduction of
Illumination behind the pole
• One-piece silicone gas;,el ersures a
weatherproof seal
• Zero up -light at O degrees of tilt
• Field rotatable optics
INSTALLATION
• Mounting patterns for each arni can be
found on page 11
• Optional universal mounting block for ease
of installation during retrofit applications.
Available as an option (ASCU) or accessory
for square and round poles
* All mounting hardware included
M I C OSTRIKE STRIKE+
INSTALLATION (CONTINUED)
• Knuckle arm fitter option available for 2-3/8
OD tenon
• For products with EPA less than 1 mounted to
a pole greater that 20ft. a vibration damper
is recommended
ELECTRICAL
• Universal 120-277 VAC or 347-480 VAC input
voltage, 50/60 Hz
• Ambient operating temperature -40'C to 40•C
Divers have greater than 90% power factor
and less than 20% TAD
• LED drivers have output power over -voltage,
over--urrent protection and stidrt circuit
protection with auto recovery
. Field replaceable surge protection device
provides 20kA protection meeting ANSI/
IEEE C62.41.2 Category C High and Surge
Location Category C3: Automallcally Lakes
fixture off-line for protection when device is
compromised
• Dual Driver option provides 2 drivers within
luminalre but only one set of leads exiting
the fuminaire, where Dual Power Feed
provides two drivers which can be wired
independently as two sets of lends are
extended from tho Iurn inaife, Both options s
cannot be combined
CONTROLS
• Photo control, occupancy sensor pro rammable
b@
Controls, and ZigWife)@SS C4n1rO�S
available for complete onldff and dimming
control
• Please consult brand or sales representative
when combining control and electrical options
as some combinations may not operase as
anticipated depending on your application
• 7-pin ANSI C136.41-2013 photocontrol
receptacle option available for twist lock
photocontrols or wireless control modules
(control accessories sold separately)
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CONTROLS (CONTINUED)
• 0-1OV Dimming Drivers are standard and
dimming leads are extended out of the
luminarre unless control options require
connection to the dimming leads. Must
specify it wiring leads are to be greater than
the 6'standard
• NX Lighting Controls- available with rn fixture
wireless control module, features dimming
and occupancy sensor
• wiSCAPEB available with In fixture wireless
control module, features dimming and
occupancy sensor Also available in 7-pin
configuration
CERTIFICATIONS
• DLC'' (DesrgnLighis Consortium OuaVed),
with both Prern6m and Standard Qualified
configurations Please refer to the DLC
website for specific product qualifications at
httpt/1www.desig nliruhts-org
• Listed to UL1598 and CSA C22.2#250.0-
24 for wet locations and 40'C ambient
lemperatures
• 1.5 G rated for ANSI C136.31 high vibration
applications
• Fixture Is IPfn5 rated
• Meets IDA recommendations using 3K CCT
configuration at 0 degrees of bit
• This product qualifies as a "designated
country construction material' per FAR
52.225 11 Bcy American -Construction
Mater als ultder Trade Agreements effective
04, 23'2020-
WARRANTY
5'y'ear Via -rarity
KEY DATA
Lumen Range
5,000-80.oloo
Wattage Range
36-•600
Efficacy Range (LPW)
92-155
Weight lbs. (kg)
13.7-30-9 (6.2-13.9)
wNREwAY DATE LOCATION.
TYPE_ SCA1 PROJECT'
Vanish CATA10Ca# VSH-140-5K7-UNV-WHT
EDGE -LIT CANOPY
VANISH
I-I-u d__I rr
FEATURES
Page 1of19
Rev 12,=22
WW_6EA VIRERSPEC_R01
• Edge -Lit technology for even illumination
• Low p*ofile 2.1' depth design virtually disappears Into the canopy
• Illuminates without distraction and glare
• Pendant or stirface mounted with V4" conduit
• Universal retrofit solution for HID replacements for various sizes
• IP65 rating to keep water and insects out
• Cast Aluminum with integral heat sink tomaintain optimal
thermal
performance for tong LED life Cast aluminum
IP56 CL us
LISTED
SPECIFICATIONS
CONSTRUCTION
INSTALLATION
CERTIFICATIONS
• Die-cast alunt<num.low profile housing
• Surface of pendant mounted
• UL Certified
New construction or retrofit solution
• Easy installation and serviccable below the
Deslgnt.ights Consortium' SJ qualified
• Canopy and soffit applications
canopy deck
Wet Location Listed
Easy installation
• Hinge for hanging during service
IP66
• Driver and optical cnamber serviceable from
ELECTRICAL
DLG'x (DeslgnUghts Consortium Quafrfiea),
below canopy
Universal 120-277 , 347, 4801nput Voltage
with some Premium Qualified configurations.
• Powder coat finish
Power Factor> 0.9 at fu•1 load
Please refer to the DLC website for specific
product qualifications at www.design[ights.org
• Heat sink design to disperse heat away from
Total Harmonic Distortion <20% at full load
fixture
• 10 kV Surge Proter-tlosl
WARRANTY
• 5 year warranty
Suitable for wet locations
. 0-10 Vott Dimmaole Driver
OPTICS
• Operating temperature: -40°C to +40°C
• Acryllc tens
• Type V d Stnbution
• Comfort lens for low glare
• Light Guide Edge -Lit technology
ORDERING GUIDE
Example: VSH-85-5K7-UNV-WHS
CATALOG A
V5H-140-5K7-UNV-WHT
VAN
Current,tli�
UNV Universal I BLT Black Matte Textured
347 347V
BLS Slack ["-,toss Smooth
480 480V
DRT Dark Bronze Vame Textured
DBS Dark Bronze Gloss Smoc J i
GTT Graphite Matte TeKuri:,,
LISS Wftt Grey Gloss Sntaotlh,
LGT Light Grey Matte Textured
PSS RahnLm Silver Smomh
WHT whole Matte Toured
WHra WMPGlonSmoolh
VGT VFrde Green Textured
CC CuslorrCaior
7
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KEY DATA
Lumen Range
4,500 - 20.200
Wattage Range
30 -140 Watts
Efficacy Range (LPW)
138 -157
Reported Life (Hours)
>60.000
#^ WHITEWAY DATE: LocaaTlara
TYPE: SP1, s" It sr'9 I PROJECT:
VIPER Area/Site CATAL OG #: VP-2-320L-235-5K7-4W-UNV-K-WHT
'_I- I_I_]MINAI E
MICROSTRIKE OPTICS ORDERING GUIDE Example:VP-2-32DL-145-3K7-2-R-UNV-A3-BLT
CATALOG aMVP-2.320 _-235.5K7-4W-UNV
�K-WFPP
32DL-235-55r' �- dW -- UNV
VP Vpw Mlrrosh" 1 Size
2^Size ai
3 See {
•4 vze 4
A
Am mournfor square polellat suwfacr
(B3 Drill Pattem) )Does not mckdo
round polo adapter]
A_
Aum mount for round pole °
ASOU
Uraversal arm moultttor square pdk,
Can be used vrQn 63 or 52 DfIII Potter.'
A_U
Uriversal arm muurt for round pole n
AAU
Acipstablo arm for pare mounting
(universal drill pattern)
AA_U
Acfuslable arm mount for round pole'
ADU
Decorative upswept Arm (univorsal drill
wtterni
ADsU
Decorative upswept arm mount for
NOVO pole r
MAF
Mast arm fitter far 239' OD Wizontal
arm
K
Knuckle
T
Tfunnion
`wR
Well &ticket- horizontal tenon wah MAF
WM
Wall mount bracket with decorative
.lpsweptarm
WA
Wall mount bracket with adjustatk-arm
16PL-35"
55DO turners
160E-50"
750o wmans
16OL-75
10000 lumens
160E•100
125001u+rem
16OL•115
15000 amens
ISOL-135
18000 lumens
116_01.4 0 _ -
_21000 sime_ns- - -
320L•145
21000 kimem
320L-170
24WOlumens
32OL-185
27000
320L-210
3Dpt)01,;^�r
32OL-235
3300Q .ImFns
320L-255
35CQplumeng
320E-315
Irp=,err, -
460L•265-
4Woolrmen-,_
4SOL-320
44000 uMw's
4601.440
48000lumens
4SOL-390
52000lumcft
48OL-425
5506)a-lv'
480L-470
ei' _ _ _ -
720L•435-
6u
72OL-475
550001.
72OL-515
70000lumer:�
720E-565 5'
75000 nemesis
72OL 600 $
Wcoo amens;
CLO
Cu510m tl.Vr,en I>Arl-
WHIT
BLT BaacxMatte
TF%t41rECl
BLS Back Gloss
srmoth
DBT Dark Bronze
Marta Textoreu
DBS Dark,Bronze
Cross Smooth
GTT G aphter Matte
Te cured
LGS LigntGwy
Gloss Smooth
LGT LJOI Grey
Gloss Textured
PSS Platinum Silver
Sna7oth
WHT White Matte
Textured
WH5 While CRsw
Smooth
VGT Vor Grne";
T_x�re•7
• •
CC C'uoacm talc-
AP -F-AmW
I'I10sphor
Converte
27KS 2700K,
80 CRI
3K7 3000K,
70 CRI
3K3 30ODK,
8o CRI
3r,i(8 35tYJK.
BO CRI
F, 9 3000K.
90 CRI
41:7 400G<.
70 C P
F:.1 4000t.
80 CRI
4K9 4000K,
90 CRI
1,r(7 5000K.
70 CRI
-::8 50100K.
so cRl
F Fusing
2PF Dual Power
Feed
2DR Dva', Grive,
TE To<w4
Entry
BC 9ack491,1
Control a
TB Terminal
91wk
1 - hamA Willi n grry W*, 7und Ca•, be cone as a custom order. Conrad bramp rdpresrintarfve for more
nlornraton
2 -- Repute •_" wish "2- nor 25'44" 00 Cow •3' ioa 3.5-•4-t3. Oo cola, "s` nor 4.15".5.25" 00 po14, •S"
to, 5.5-�6 5" o0 pore
3 - Netwo+ked controls cannot be tombined vAth omen Ctmllbl options
4 •. Not available wnh 2PF tVE*n
5- Not available ,vrllt NA 15thor 00wil
(Current
f WHiTEWAY
Vanish
EDGE -LIT CANOPY
PERFORMANCE DATA
2 Type 2
3 Type 3
4F Type
Forwar
4w Type 4
Wide
SOW Type 5
Square
Wide
BLANK
No Rotation
L 0aiic
rotation rt
A Ow
rotation
r�11t1
UNV
277y
120 120V
208 209V
240 240V
277 27-N
347 347V
480 480V
NxWS16F
NX N:-r vo-Ked Wireless Enabled Intlegrat NXSW2-LMO PIR Occupancy
Swisar wlm Automatic Dimming Photocell and BkeeloothP[ogh tming 1311
NXWS40F
NX Nelwasced Wlmgless En$blrrs Into S NxSr.�-HMO MR 0,XLn ,icy
Sensorv'nth Abtoma6c Dimming Photocell and BLletoolh Programming u"
NxW
NX Netwa&ed Wheless Radio Moc le NXW2 and t3luctacto Programming,
without; SersorS4
WIR
MSCAPF In-Fwture Module"'
WIRSC
r,tS"'NA za Module and Occupancy Sonwr"A
OTS-14F
pL-k•c;x7':r" Prrn]rotr"bke,BT5MP-LMOPR.Occ-upanry5e%otmh
Automatic Darw" Photocell and 360" Lens
STS-40F
Suetac(haProgranimalNe,8TSMP44ADPA2OccupancySensorvso,
4Itomatic Dlmwang Photocell arm 360• wens
8TSO-12F
,5'5MRONINPOrMROccur,-ArcySen5ovwith
Autontatic Dunning Photocell and 36T iJers
7PR
7-Pin RN-.-mde
7PR-SC
7-Pir. Recealacle with shorting cap'
31PR
3-PAq twee Wk I
3PR'-SC
with $h4rliag G30 �.
3PR-TL
-c.,�CRwrthphotocontroi"
ADD
Auti)Dim Trams Based Dimming'
ADT
ALNh;0mTaneorDayDmmrg'
PC Button Phoocorinol41
6 - Same voltage resuxalons may apm when drum no wan concrcxs
7 Not avallanle will 480V
8 - BC rot avalabie 01, AFano type 5 cKtounons
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NJ M.2 FLI SNubW m AN obis; r& rvwcj rfprmatan Intl apoat,cadorm atlaara to chxtp
wine,• notico. ail vakwa am...9 orryprw varucs 0. maaa d unrnr locaraa ycond[w-inn
Pa®e2rn13
Rev 17,2� �,-
WW BEA_VIPERSPEC_RO1
Product
Lumens
a
U
G
LPW
CRI
CCT
VSH-30-41<7
4564
1
0
1
150
70
4000K
V51-1-30-51<7
4793
+
0
1
157
70
5000K
VSH-55-40
8846
3
0
2
153
70
4000K
VSH-55-5K7
90G9
3
0
2
157
70
5000K
VSH-85-41<7
13296
3
0
2
152
70
4000K
VSH-85-5K7
13666
3
0
2
'57
70
5000K
VSH-1404K7
19649
4
0
3
138
70
40DDK
VSH-140,50
20196
4
0
3
142
70
5QQT1K
i.rc: ::, I If : ::d;-Kt•- ahavvn,4raual ❑en`orrrtaace H ay di(rrr as a resull. of end -user onvlr:nment ado l-.t: _
PROJECTED LUMEN MAINTENANCE
OPERATING HOURS
Ambient
Te:tnperaturc
0
25,000
50,000
TM•21.11''
10D,OD0
L70
L96 60.000
(Hours)
25°C / 771F
1.00
0.94
0.92
0.90
0.91
>170,000
40'C 1 104"F
0.99
F,94
0.912
S�4
' ?ii
>160.000
LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF)
ArrlbrentTemperature
Lumen Multiplier
f2*F
103
2011-
581F
1-00
251C
77°F
1.00
30"C
861F
0.99
406C
tG°F
0.98
501C
1221F
097
Page
Rev o702M Current 1Iwl,
/02y23
W W_Vanlah-SPEC_R02
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Page 2 of 3
Rev 07/02123
wW-Vi"Iih_SPEC-11102
ilk W IH ITE1irAY
Vanish
EDGE -LIT CAN 0Y
DIMENSIONS
14.94"
(379.47mm)
14-12'
f358.64n,my
I, 14.94' (379.47rnml - —
MOUNTING ACCESSORIES
Accessories (order separately)
►1 ����i���Rf����t1•fi
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[1 93MI48 WHITPAAY 15 IN CVR Pi WHT VSH:GSY Retrofit cover plate for LSI Encore 15" square -replacement for $T opening
Ej 93133II49 WHITFWAY DFCORAT;VE CVR PLT VSI VGSY 26° Decorative Beauty Plate for (Canopy Retrohrs
93133151 WHITEWAY HID RETRFT KIT WHT VSH/GSY Universal HID retrofil kit
(fits any square HID housing tialweer, 21" & 23" square.)
Lj S3133177 WHITEWAY5IEMAND ,IUNCTIONBOX
931333148
93133151
Measure outside dimension of existIrig housing
4
Current +1►
93133149
93133177
cu r rentlighti ng.com/whiteway
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Page 3 of 8
Rev 07/02/23
WW VaNah_SPEG R02
CAR
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MARTIN DESIGN SOLUTIONS, PLLC.
NORTH CAROLINA REGISTERED
ENGINEERING FIRM P-2573.
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SITE LIGHTING CUT SHEETS
TITLE BLOCK REVISED = 0
KEY NOT REVISED =
# REVISED CONTENT
DATE
01.24.24 PHOTOMETRICS
SCALE AS NOTED
DRAWN BY DMT
THESE DRAWINGS ARE PROTECTED UNDER THE
COPYRIGHT ACT OF 1976 AND SHALL NOT BE
REUSED WITHOUT THE WRITTEN PERMISSION OF
THE ARCHITECT.
SHEET 42 OF 44

GENERAL PLANTING NOTES:
REQUIREMENTS FOR MAINTAINING PLANTED AREAS (UDO SECTION 17-7):
*PARKING ISLAND NOTE:
LANDSCAPE CALCULATIONS
1.
REFER TO SHEET 43 FOR LANDSCAPE PLAN, PLANT LIST, PLANTING DETAILS,
1.
THE RESPONSIBILITY FOR MAINTENANCE OF REQUIRED LANDSCAPING SHALL
ROYAL FARMS HAS A POLICY OF NO CURBING OR CURBED ISLANDS IMMEDIATELY AROUND
17-5(A)
15 TREES PER ACRE OF DEVELOPMENT / MIN. 2" CALIPER REQUIRED
NOTES, AND SPECIFICATIONS.
REMAIN THE OWNER OF THE PROPERTY HIS OR HER SUCCESSORS, HEIRS,
THEIR BUILDINGS. THIS IS BECAUSE OF THE HIGH FOOT TRAFFIC WHICH INEVITABLY
ENTIRE PROPERTY IS DEVELOPED = 4.07 ACRES X 15 = 61 TREES
ASSIGNEES OR ANY CONSENTING GRANTEE.
TRAMPLES ANY PLANTINGS BETWEEN THE PARKING AND THE BUILDING AND THE RISK AND
LIABILITY OF SOMEONE TRIPPING ON THE CURB
(NOTE: L.O.D. EXTENDS BEYOND THE SITE BOUNDARY INTO ADJACENT RIGHT-OF-WAY,
2.
CONTRACTOR IS TO CALL 811 A MINIMUM OF 72 HOURS PRIOR TO DIGGING.
.
BUT CAN ONLY PLANT ON THE PROPERTY.)
TELEPHONE: [phone].
2.
ALL PLANTINGS SHALL BE MAINTAINED IN AN ATTRACTIVE AND HEALTHY CONDITION.
MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, WATERING, MULCHING,
IN LIEU OF PROVIDING PLANTING PENINSULAS AT THE ENDS OF THE ROWS OF PARKING
3.
THIS PLAN IS FOR PLANTING PURPOSES ONLY.
FERTILIZING AND PEST MANAGEMENT, MOWING, WEEDING, REMOVAL OF LITTER
AROUND THE BUILDING, INTERIOR LANDSCAPING AREA IS PROVIDED IN ISLANDS ELSEWHERE
STREET BUFFERS: 12 CANOPY TREES (2" CAL.)
AND DEAD PLANT MATERIAL, AND NECESSARY PRUNING AN TRIMMING.
ON THE SITE IN EXCESS OF THE MINIMUM REQUIREMENT.
PROJECT BOUNDARY BUFFER: 7 CANOPY TREES (2" CAL.)
40 UNDERSTORY TREES (2" CAL.)
4.
THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED 48 HOURS BEFORE PLANTING
INTERIOR PLANTING AREA: 10 UNDERSTORY TREES (2" CAL.)
BEGINS.
3.
NECESSARY PRUNING AND TRIMMING SHALL BE IN ACCORDANCE WITH THE
AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS: TREE SHRUB AND
TOTAL 2" CAL. TREES PROVIDED: 69
5.
NO TREE OR SHRUB PLANTING PITS ARE TO BE LEFT OPEN OR UNATTENDED.
OTHER WOODY PLANT MAINTENANCE - STANDARDS PRACTICES (PRUNING), AND
SHALL NOT BE INTERPRETED TO INCLUDE TOPPING OF TREES THROUGH REMOVAL
6.
SHRUBS ARE TO BE GROUPED INTO MULCHED BEDS. THE GRASS IS TO BE KILLED
OF CROWN MATERIAL OR THE CENTRAL LEADER, OR ANY OTHER SIMILARLY
17-13
STREET BUFFERS
REQUIRED: MIN. 8' WIDE BUFFER ALONG ALL STREET FRONTAGES
OR REMOVED PRIOR TO MULCHING. PROVIDE A 2" DEEP V-SHAPED DUG EDGE
SEVERE PROCEDURES SUCH AS LOLLIPOPPING OR MEATBALLING THAT CAUSE
PLANTED AT 1 CANOPY TREE + 6 SHRUBS / 50 LF FRONTAGE
AROUND ALL MULCHED SHRUB BEDS.
IRREPARABLE HARM TO THE NATURAL FORM OF THE TREE, EXCEPT WHERE SUCH
S F7.
PROCEDURES ARE NECESSARY TO MAINTAINING PUBLIC OVERHEAD UTILITIES.
880 LF TOTAL FRONTAGE - 320 LF DRIVEWAYS+SWM = 560 LF / 50 = 11.2 CANOPY TREES + 67.2 SHRUBS
TURF AREAS ARE TO BE SODDED.
4.
DEAD OR DISEASED PLANTINGS SHALL BE REMOVED. UNLESS SPECIFICALLY
PROVIDED: 12 CANOPY TREES + 68 SHRUBS
8.
CONTRACTOR TO PROVIDE AN IRRIGATION SYSTEM FOR ALL SODDED AREAS.
rr iu
EXEMPTED, REPLACEMENT PLANTINGS SHALL BE PROVIDED FOR ANY REQUIRED
—
I I V CCItJ
PLANTS WHICH DIE OR ARE REMOVED FOR ANY REASON AND SHALL MEET ALL
-
MINIMUM STANDARDS AND CONFORM TO THESE REGULATIONS.
SHALLOTTE NORTH DRIVE
17-14
PROJECT BOUNDARY BUFFERS
REQUIRED ADJACENT TO RESIDENTIAL USE OR ZONING DISTRICT
5.
NATURAL WATERCOURSES WITHIN A LANDSCAPED AREA SHALL BE MAINTAINED IN
,
_
A NATURAL CONDITION CONSISTENT WITH ANY APPLICABLE REGULATIONS.
50RIGHT OF WAY
ALTERNATIVE 2:
10' WIDE BUFFER PLANTED AT 1 CANOPY TREE + 5 UNDERSTORY TREES + 8 SHRUBS / 50 LF
6.
A WATER SOURCE SHALL BE SUPPLIED WITHIN 100' OF ANY PLANTING REQUIRING
--- --
342 LF - 20 LF EMERGENCY SPILLWAY / 50 = 6.4 CANOPY TREES + 32.2 UNDERSTORY TREES + 51.5 SHRUBS
CONTINUING WATERING. WHERE NON-NATIVE OR NON -DROUGHT TOLERANT
-
NATIVE VEGETATION IS INCORPORATED, AN IRRIGATION SYSTEM SHALL BE
PROVIDED: 7 CANOPY TREES + 33 UNDERSTORY TREES +52 SHRUBS
18"RCP
REQUIRED.
INV NOT
\
FOUND 7.
LANDSCAPE STRUCTURAL FEATURES SUCH AS WALLS, FENCES, BERMS OR WATER
�
i -
17-17
INTERIOR PLANTING AREAS
IFEATURES SHALL BE MAINTAINED IN A STRUCTURALLY SAFE AND ATTRACTIVE \ \ \ \�- = — - 8% OF GROSS PAVED AREA / ISLANDS PLANTED WITH 1 UNDERSTORY TREE + 6 SHRUBS PER ISLAND
7 _ CONDITION.
\ \ \ \ PROPOSED PAVED AREA 40,710 SF f4_
SHALLOTTE
EDGEqSP -
0,7 X 8% - 3,257 SF REQUIREDULAR R H=T _ \ ITT�-0 E \ \ \ _ _ - — _ J _ — A K SCAPE
OF U �P LAND
�GHT wAY � S's \ � \ I — � \ � � _ —_ _ _ _ _ _ _ � i o PROVIDED: 3, 358 SF OF INTERIOR ISLANDS (SEE rvorE THIS SHEET)
PROVIDED: 10 UNDERSTORY TREES + 60 SHRUBS
____DGE ASPHALT
'~ ED(; PT --- 17-18 SCREENING
FENCE WITH SLATS TO MIN. UHT. REQUIRED. PLANTED WITH 1 UPRIGHT SHRUB /4 LF.
F —BOUT B ND
_ 44 LF / 4 = 11 SHRUBS REQUIRED
W r - PROPOSED DUMPSTER SCREENED BY 8' HT MASONRY WALLS WITH BRICK VENEER
_ -- PROVIDED: 11 SHRUBS
— — �8-.RCL_ s—
�- INVERT
OP. NCDOT
—
0 STORAGE.-�—
�--__ OCEAN --- — — _ — - -
H __ _ _ _ _ 175.00' RIGHT TURN LANE
WHITE LiN� o �
WA 1/ _ 200.00' RIGHT TURN PROP.
1 c LANE TAPER ROAD STRIPING
—�- f• �� HA� �- w — -OCEAN
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EEDRIMRT L ROp �� ���/�vJO - -- OCEAN�1VF1�'rAY—SHALLOTLE BV - D s 6R /
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US HIGHWAY 17 - PRINCIPAL-ARM-4-RI:
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BAY FOODS, INC.
DEED BOOK 4198 PAGE 1256
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TAX PARCEL 18200063 -
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DEED BOOK 01776 FTAX PARCEL 18200) , E 04
90N
O LOCAL ZONING: B
\\ USE: COMME fX
\ PROPOSED FUTURE PAD SITE
, i o
PROP ED FUTU PAD SITE \ ~ \ \
AS�ED 8 I PERVIOUS \
'XIXIM TE ARE
EA 41,140 S.F.
1-YR WSEL 3.94\
Cf - 10-YR WSEL =74.89 \_ —
1 SWM POND ' 100-YR WSEL = 25.8
" - IN SMALL EMERGENCY -
-` - ENT P00 SPILLWAY Q I z G
X J GKI
\ PROP.1,500 GAL. PROP.
= � fREASE INTERCEPTOR
4.65
10-YR WSEL = 27.42-
- — — 100-YR W - — — —
RIPRAP
, 1
SIMMONS JAS N OLIVER ET
AND SIMMONS CYNTHIA P
DEED BOOK 01643, PAGE 0793 I
TAX PARCEL 18200131
LOCAL ZONING: B2 I
USE: COMMERCIAL
I '
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II
LANDSCAPE CALCULATIONS PLAN
\ SCALE: 1" = 40'
PERMAN _ v77
W. PR JECT BOUNDARY BUFFER
J
(- SPILLWAY)
H 0 U STO N JAX_ R ET
HOUSTON MARY L \ I,,...,
DEED BOOK 01454, PAGE 055� ?� ;•o :. P�1DSC
TAX PARCEL 1820012302
LOCAL ZONING: RM15 2364 =; *_
USE: RESIDENTIAL
PROJECT BOUNDARY BUFFER °F111N LEP�,•'�,`
LANDSCAPE PLAN
\ \ PREPARED BY:
\ HUMAN & ROHDE, INC.
\ Landscape Architects
\ 512 Virginia Ave.
\ Towson, Maryland 21286
\ [phone] Phone
[phone] Fax
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COUNTY PROJECT NUMBER
PLAN STATUS
102/02/241 ISSUED TO CLIENT
DATE
DESCRIPTION
LBP
DESIGN
LBP
DRAWN
DML
CHKD
SCALE
H: 1" = 40'
V:
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
SHEET
43 OF 44

—I 1
VA Y WES T
5 M POSTEp
SIMMONS JA
SPECIFICATIONS FOR PLANTING
�,F'KUF. bKIUr,-VtNttKtU
DUUMMPSTIR ENCLOSURE
OLIVER ET
PLANT IDENTIFICATION:
EXCAVATION:
All plants shall be identified in accordance with the latest edition
Holes for all plants shall be 18" larger in diameter than size of ball
MAINTENANCE:
of Hortus Third, by "The Staff of the Hortorim".
or container and shall have vertical sides. Hedges shall be planted
The Contractor shall be responsible during the contract and up to
in a trench 12" wider than ball diameter. Beds for mass planting
the time of acceptance for keeping the planting and work
LIST OF PLANT MATERIALS:
shall be entirely rototilled to a depth of 8" and shall be 18" beyond
incidental thereto in good condition, by replanting, plant
The contractor will verify plant quantities prior to bidding and any
the average outside edge of plant balls. A 2" layer of organic
replacement, watering, weeding, cultivating, pruning and spraying,
discrepancies shall be brought to the attention of the Landscape
material ( i.e., LEAFGRO) will be incorporated into plant beds by
restaking and cleaning up and by performing all other necessary
Architect. The Contractor shall furnish and plant all plants required
tilling again.
operations of care for promotion of good plant growth so that all
to complete the work as shown on the drawings. Substitutions
work is in satisfactory condition at time of acceptance, at no
shall not be made without the written approval of the Landscape
PLANTING:
additional cost to the Owner.
Architect. This contract will be based on the bidder having
Backfilling shall be done with soil mix, reasonably free of stones,
verified, prior to bidding, the availability of the required plant
subsoil, clay, lumps, stumps, roots, weeds, Bermuda grass, litter,
FERTILIZER:
materials as specified on the Plant List.
toxic substances, or any other material which may be harmful to
The Contractor shall apply granular fertilizer to the soil mix with
plant growth or hinder grading, planting, or maintenance
10-6-4 analysis, 50% organic, at the following rates: Trees @ 2-3
PLANT QUANTITY:
operations. Should any unforeseen or unsuitable planting
lbs. per caliper inch; Shrub Beds @ 3-5 lbs per 100 sq.ft.; and
All shrubs shall be dense, heavy to the ground, and well grown,
conditions arise, such as faulty soil drainage or chemical residues,
Groundcover Beds @ 2-3 lbs. per 100 sq.ft.
showing evidence of having been sheared regularly, and sound,
they should be called to the attention of the Landscape Architect
free of plant disease or insect eggs, and shall have a healthy,
and Owner for adjustments before planting. The plant shall be set
GROUNDCOVER:
normal root system. Plants shall be nursery grown. Plants shall
plumb and straight and shall be staked at the time of planting.
All areas of groundcover shall be rototilled to a depth of 6". Apply
not be pruned prior to delivery. The shape of the plant shall in
Backfill shall be well worked about the roots and settled by
2" of organic material and rototill until thoroughly mixed. Apply
general conform to its natural growth proportions unless otherwise
watering. Plants will be planted higher than surrounding grade.
fertilizer as stated above.
specified. All plants including container grown shall conform to
Shrubs will be 1" higher and trees will be 3" higher. Remove rope
American Standard for Nursery Stock (ANSI z60.1, latest edition),
from around tree trunks and lay back burlap from top of all B&B
GUARANTEE AND REPLACEMENT:
and shall have a well -shaped, heavy branch structure for the
material. Nylon or vinyl rope and/or burlap will be completely
All material shall be unconditionally guaranteed for one (1) year.
species. Evergreen trees are to have an internode no greater
removed from all plant material prior to planting.
The Contractor is responsible for watering but not for losses or
than 24" and shall be uniformly well -shaped. All plant sizes shall
damage caused by mechanical injury or vandalism.
average at least the middle of the range given in the plant list.
TRANSPLANTING TREES BY TREE MACHINES:
Trees shall be moved by machines that provide a minimum of 9"
PLANT SPACING:
per 1" of tree caliper. Holes are to be dug by the same size
Plant spacing is to scale on the plan or as shown on the plant list.
machine as the one transporting the plant. The plant material shall
be transplanted in approximately the same growing condition as it
SOIL MIX:
is presently growing, in terms of soil type and moisture content.
Soil mix will be A existing soil and X LEAFGRO or equal organic
Fertilize and guy as described in these plans and specifications.
material, thoroughly mixed and homogenized.
CULTIVATION:
BALL SIZE:
All trenches and shrub beds shall be cultivated, edged and
The ball size shall conform to the American Association of
mulched to a depth of 3" with shredded hardwood. The area
Nurserymen's publication entitled American Standard For Nursery
around isolated plants shall be mulched to at least 6" greater
Stock, ANSI z60.1, latest edition.
diameter than that of the hole. Plant beds adjacent to buildings
shall be mulched to the building wall.
SELECTIVELY PRUNE
CROSSING, BROKEN, OR
DAMAGED LIMBS. RETAIN
NATURAL FORM OF TREE.
DO NOT PRUNE CENTRAL
LEADER.
HEIGHT OF BRANCHING TO
BE A MINIMUM OF &
#12 GALVANIZED WIRE GUYS
(TWISTED)
TWO (2) S' HT. 2'X2' OAK
STAKES, NOTCHED TO
HOLD WIRE
REMOVE ANY COVERING
AND TYING FROM TOP OF
ROOT BALL AND TRUNK
_1S»RCP __ -_ p - —
- INVERT - —
PROP. NCDOT
I �
I
LANDSCAPE PLAN
SCALE: 1" = 30'
PIECES OF
RCED RUBBER
SED SOIL AT ROOT
VO MULCH.
iTERAL ROOT FLUSH
VISHED GRADE
H
RING TO BE EDGED
VIMUM 3" DEPTH
D GRADE
JRBED SOIL
c
NOTE: STAKES AND WIRE ARE TO BE
REMOVED AT THE COMPLETION OF
ONE (1) FULL GROWING SEASON.
PLANTING DETAIL FOR
DECIDUOUS AND EVERGREEN TREES (1" - 4" CALIPER)
SCALE: NONE
NOR�N 60
PROP. STOP, --��
HAD
DEED
Tf
\1
\\ V
4- VR `-- 3 - MC (b'\U.;.)
j (6' O.C.) \ NOTE NO PLANTING IN
EMERGENCY SPILLWAY
/ Z
HOUSTON XYR ET XND
HOUSTON MARY \
DEED BOOK 01454, PAGE 055\
PLANT LIST
KEY
QTY.
BOTANICAL NAME
SIZE*
CONDITION
REMARKS
COMMONNAME
CANOPY TREES
+
60
ACER RUBRUM 'BRANDYWINE'
2" - 2 y" CAL.
B&B
FULL SPECIMEN, HEADED TO UHT
BRANDYWINE' RED MAPLE
MIN. 10'-12' HT..
6
NYSSA SYLVATICA'TUPELO TOWER'
2" - 2Y" CAL.
B&B
FULL SPECIMEN, HEADED TO UHT
'TUPELO TOWER' BLACK GUM
MIN. 10'-12' HT..
8
QUERCUS PHELLOS
2" - 2 y" CAL.
B&B
FULL SPECIMEN, HEADED TO UHT
WILLOW OAK
MIN. 10'-12' HT..
UNDERSTORY TREES
®
13
CERCIS CANADENSIS 'FOREST PANSY'
'FOREST PANSY' REDBUD
2" - 2 2" CAL'
B&B
FULL HEAVY SPECIMEN
MULTI -STEM (8'-10' HT.)
9
ILEX X'NELLIE STEVENS'
2" - 2 -1" CAL'
B&B
FULL HEAVY SPECIMEN
NELLIE STEVENS' HOLLY
(8'-10' HT.)
10
LAGERSTROEMIA X 'NATCHEZ'
2" - 2 2' CAL'
B&B
FULL HEAVY SPECIMEN
NATCHEZ CRAPE MYRTLE
MULTI -STEM (8'-10' HT.)
11
MAGNOLIA VIRGINIANA
2" - 2 2" CAL"
B&B
FULL HEAVY SPECIMEN
SWEETBAY MAGNOLIA
MULTI -STEM (8'-10' HT.)
SHRUBS
ARC
38
ABELIA'ROSE CREEK'
18" - 24" HT.
#3
FULL, SPACED Z-6" O.C. STAGGERED
T
ROSE CREEK' ABELIA
JC
11
JUNIPERUS CONFERTA'BLUE PACIFIC'
12" - 15" HT.
#3
FULL, SPACED 4' O.C. STAGGERED
BLUE PACIFIC' CONFERTA JUNIPER
MC
25
MYRICA CERIFERA
2'- T HT.
#5
FULL, SPACED AS SHOWN
SOUTHERN WAX MYRTLE
R
58
RHAPHIOLEPIS INDICA'ELEANOR TABER'
'ELEANOR
18" - 24" HT.
#3
FULL, SPACED T O.C. STAGGERED
TABER' INDIAN HAWTHORN
VN
25
VIBURNUM NUDUM 'BRANDYWINE'
'BRAN
2'- T HT.
#5
FULL, SPACED 5' O.C. STAGGERED
DYWI N E'POSSUMHAW VIBURNUM
VR
27
VIBURNUM RHYTIDOPHYLLUM
2'- T HT.
#5
FULL, SPACED 6' O.C. STAGGERED
LEATHERLEAF VIBURNUM
*CALIPER OF PROPOSED UNDERSTORY TREES INCREASED TO 2" TO QUALIFY TOWARDS TREE REQUIREMENTS UNDER 17-5(A).
THIN DECIDUOUS OF
INITIAL BRANCHING,
6.
RETAINING NATURAL FORM
REMOVE COVERING FROM
TOP Ya OF ROOT BALL
FIRST LATERAL ROOT FLUSH
WITH FINISHED GRADE
3" MULCH
' '; •'
3" SOIL WELL
o.
y
e •'11�1=FINISHED
fl`If0`a�
GRADE
u�
•
�.
UNDISTURBED SOIL
PLANTING SOIL
----i 12" [-- J
6"
PLANTING DETAIL FOR EVERGREEN &
DECIDUOUS SHRUBS
SCALE: NONE
M
LEGEND
LIMIT OF DISTURBANCE (L.O.D.) LOD -
PROPOSED TREE LINE
PROPOSED LIGHT POLE
PROPOSED PLANTING BED LINE
NOTES:
1. THIS PLAN IS FOR PLANTING PURPOSES ONLY.
2. REFER TO SHEET 43 FOR GENERAL PLANTING AND
MAINTENANCE NOTES.
3. REFER TO SHEET 43 FOR LANDSCAPE CALCULATIONS.
OQ� PNpA 0Z/2.
2364 =;
LANDSCAPE PLAN
PREPARED BY:
HUMAN & ROHDE, INC.
Landscape Architects
512 Virginia Ave.
Towson, Maryland 21286
[phone] Phone
[phone] Fax
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COUNTY PROJECT NUMBER
PLAN STATUS
02/02/24 1 ISSUED TO CLIENT
DATE
DESCRIPTION
LBP
LBP
DML
DESIGN
DRAWN
CHKD
SCALE
H: 1" = 30'
V:
JOB No.
100534-01-001
DATE :
FEBRUARY 2024
FILE No.
100534-D-CP-001
EE iEl
SHEET