Bailey - Wilmington - Bailey Shoppes_v1 (1)_v1SITE
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PROGRESS PLOT DATE: 06/14/2023
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
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LOCATION:7957 & 7887 MARKET ST
COUNTY:NEW HANOVER
PARENT PIN:3169188602 & 3169186800
MAP BOOK/PAGE:6163/1530
ZONING: (CZD) B-2
ACREAGE:149,932 SF (3.44 AC)
LAND CLASS:COMMERCIAL
BUILDING AREA:
TOTAL NUMBER OF PROPOSED BUILDINGS: 1 BUILDINGS
TOTAL PROPOSED BUILDING FOOTPRINT AREA:12,844 SF (0.29 AC)
BUILDING HEIGHT (3 STORY): 1ST STORY SHOPS, 2ND AND 3RD OFFICE SPACE
IMPERVIOUS AREAS:
ROADWAYS / PARKING AND SIDEWALK: 73,118 SF (1.68 AC)
BUILDING FOOTPRINT: 12,844 SF (0.29 AC)
TOTAL ON-SITE IMPERVIOUS AREA: 85,692 SF (1.97AC)
TOTAL ON-SITE IMPERVIOUS PERCENT:57 %
UTILITY DEMANDS:
SEWAGE USAGE:XX.XX GPD
WATER USAGE: XX.XX GPD
DISTURBED AREA:
TOTAL DISTURBED AREA:108,656 SF (2.49 AC)
SITE INFORMATION:
PARKING:148 SPACES
ACCESSIBLE:7 SPACES
TOTAL SPACES PER BUILDING AREA:155 SPACES
OWNER:
BAILEY & FULLER PROPERTIES, L.L.C.
405-D WESTERN BLVD
JACKSONVILLE, NC 28546
(910)346-8443
CONTACT: CHRISTOPHER BAILEY
cwbailey@baileyandassociates.biz
SURVEYOR:
JOHNNY L WILLIAMS LAND SURVEYING, P.C.
P.O.BOX 778
BEULAVILLE, NC, 28518
(910)298-8272
CONTACT JOHNNY WILLIAMS
jwilliams@jwsurvey.com
CIVIL ENGINEERING:
STRONG ROCK ENGINEERING GROUP, PLLC
PO BOX 55992
RALEIGH, NC 27624
COMPANY LICENSE #: P-2166
CONTACT:
984.200.1932 (O)
information@strongrockgroup.com
BAILEY SHOPPES
CONSTRUCTION PLANS
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
VICINITY MAP
1" = 100'
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SHEET INDEX
01 C-1.0 COVER SHEET
02 C-2.0 CONSTRUCTION NOTES
03 C-3.0 EXISTING CONDITION PLAN
04 C-4.0 DEMOLITION PLAN
05 C-5.0 OVERALL SITE PLAN
06 C-6.0 UTILITY PLAN
07 C-7.0 GRADING & DRAINAGE PLAN
08 L-1.1 TREE REMOVAL PLAN
09 L-1.2 LANDSCAPE - PERIMTER PLANTING
10 L-1.3 PARKING LOT AND FOUNDATION
11 L-1.4 LANDSCAPE DETAILS
12 L-1.5 LANDSCAPE DETAILS
13 D-1.0 SITE DETAILS
14 D-1.1 SITE DETAILS
15 D-2.0 STORM DRAIN DETAILS
16 D-2.1 STORM DRAIN DETAILS
17 D-2.2 STORM DRAIN DETAILS
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PROGRESS PLOT DATE: 06/14/2023
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
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GENERAL NOTES:
1.ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE APPROVED PLANS OR CHANGES THEREOF.
2.PRIOR TO COMMENCING CONSTRUCTION ON PROJECT, GENERAL CONTRACTOR MUST OBTAIN ANY REQUIRED
SITE CONSTRUCTION PERMITS.
3.ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF
THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). COPIES OF THE OSHA STANDARDS MAY
BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE; INFORMATION AND RELATED REFERENCE
MATERIALS MAY BE PURCHASED FROM OSHA, 4407 BLAND ROAD SOMERSET PARK SUITE 210, RALEIGH, NC 27609.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ANY AND ALL PERMITTING CONDITIONS AND DESIGN
SPECIFICATIONS.
5.ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
6.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
7.THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP NO. 3720316900J DATED APRIL 3, 2006.
8.WETLANDS ARE NOT LOCATED WITHIN WORK AREAS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT
RIGHT-OF-WAY. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.
10.ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED
OR MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. UTILITY
CONTRACTORS TO BRING MAIN SERVICES TO R/W AS SHOWN IN PLANS.
11.THE BUILDING SETBACK LINES SHOWN ON THIS PLAN ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM
LOT FRONTAGES AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING
CONTRACTORS ARE TO VERIFY LOT LINE SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS.
12.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER OR ARCHITECT AT LEAST AT THE
FOLLOWING STAGES:
A.COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B.COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C.FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
12.THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
13.ALL AREAS NOT COVERED BY BUILDING, PARKING, OR DESIGNATED LANDSCAPING SHALL BE COVERED WITH 4"
MINIMUM OF TOPSOIL, FREE OF ROOT MATTER AND ROCKS AND GRASSED.
14.THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE
INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED. A
MINIMUM OF 24 HOURS NOTICE SHALL BE GIVEN TO THE INSPECTOR PRIOR TO COVERING PIPE OR BLOCKING.
15.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION
OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
16.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE
PROJECT AS SHOWN ON THE PLANS.
17.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN
CUT AREAS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND
PAVEMENTS AND 95% OF MAXIMUM DENSITY FOR LAWNS OR UNPAVED AREAS.
18.ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE GC. THE TOWN WILL NOT ACCEPT
RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO
UNDERGROUND SERVICES, NOR WILL THE TOWN ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND
SERVICE, PAVEMENT PATCHING OR DAMAGE TO LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE GC.
19.FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL
TIMES. IN AREAS WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER
SURFACE ROADS SHALL BE PROVIDED AND MAINTAINED.
20.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL IS
REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL
PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD
BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO
ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE.
21.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS
CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED
CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY
PERMITS, WATER/SEWER PERMITS, ETC.
22.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY
SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA,
FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE
DRAWINGS. WAKEMED, TOWN OF GARNER AND CURRY ENGINEERING GROUP ACCEPT NO RESPONSIBILITY FOR
THE DESIGN TO INSTALL SAID ITEMS.
23.CLEANUP FOR FINAL ACCEPTANCE: THE CONTRACTOR SHALL MAKE A FINAL CLEANUP OF ALL THE WORK BEFORE
ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE. THIS CLEANUP SHALL INCLUDE REMOVAL OF ALL
OBJECTIONABLE MATERIALS AND, IN GENERAL, PREPARING THE SITE OF THE WORK IN AN ORDERLY MANNER OF
APPEARANCE.
24.PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: THE CONTRACTOR SHALL TAKE ADEQUATE MEASURES
TO PROTECT ALL EXISTING STRUCTURES, IMPROVEMENTS AND UTILITIES WHICH MAY BE ENCOUNTERED.
25.PROPERTY LINES AND MONUMENTS: THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNER MARKERS, AND
WHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF BEING DISTURBED, THEY SHALL BE PROPERLY
REFERENCED AND IF DISTURBED SHALL BE RESET AT THE THE EXPENSE OF THE CONTRACTOR.
26.COMPLIANCE WITH LAWS: THE CONTRACTOR SHALL FULLY COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS
INCLUDING ALL CODES ORDINANCES AND REGULATIONS APPLICABLE TO THIS CONTRACT AND THE WORK TO BE
DONE THEREUNDER, WHICH EXIST OR WHICH MAY BE ENACTED LATER BY GOVERNMENTAL BODIES HAVING
JURISDICTION OR AUTHORITY FOR SUCH ENACTMENT.
27.REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: ALL WORK WHICH HAS BEEN REJECTED OR CONDEMNED
SHALL BE REPAIRED; OR IF IT CANNOT BE REPAIRED SATISFACTORILY, IT SHALL BE REMOVED AND REPLACED AT
THE CONTRACTOR'S EXPENSE. DEFECTIVE MATERIALS SHALL BE IMMEDIATELY REMOVED FROM THE WORK WORK
DONE BEYOND THE LINE OR NOT IN CONFORMITY WITH THE GRADES SHOWN ON THE DRAWINGS OR AS PROVIDED,
WORK DONE WITHOUT PROPER INSPECTION; OR ANY EXTRA OR UNCLASSIFIED WORK DONE WITHOUT ANY
WRITTEN AUTHORITY AND PRIOR AGREEMENT IN WRITING AS TO PRICES, SHALL BE AT THE CONTRACTOR'S RISK,
AND WILL BE CONSIDERED UNAUTHORIZED, AND AT THE OPTION OF THE OWNER MAY NOT BE MEASURED AND
PAID FOR AND MAY BE ORDERED REMOVED AT THE CONTRACTOR'S EXPENSE. UPON FAILURE OF THE
CONTRACTOR TO REPAIR SATISFACTORILY OR TO REMOVE AND REPLACE, IF SO DIRECTED, REJECTED,
UNAUTHORIZED CONDEMNED WORK OR MATERIALS IMMEDIATELY AFTER RECEIVING NOTICE FROM THE OWNER,
THE OWNER WILL, AFTER GIVEN WRITTEN NOTICE TO THE CONTRACTOR, HAVE THE AUTHORITY TO CAUSE
DEFECTIVE WORK TO BE REMEDIED OR REMOVED AND REPLACED, OR TO CAUSE UNAUTHORIZED WORK TO BE
REMOVED AND TO DEDUCT THE COST THEREOF FROM ANY MONEYS DUE OR TO BECOME DUE TO THE
CONTRACTOR.
1.INSTALL TEMPORARY EROSION/SEDIMENTATION CONTROLS ON THE SITE AS INDICATED ON THE
EROSION/SEDIMENTATION CONTROL PLAN SHEET.
2.DEMO SITE AS INDICATED ON THE DEMO PLAN.
3.GRADE THE SITE AS INDICATED ON THE GRADING PLAN SHEET.
4.INSTALL ALL UNDERGROUND UTILITIES, INCLUDING WATER AND WASTEWATER LINES AS INDICATED ON THE
UTILITY TAP PLAN SHEET.
5.CONSTRUCT THE PROPOSED BUILDINGS, SIDEWALKS, PAVEMENT AREAS AND ALL OTHER ANCILLARY
CONSTRUCTION.
6.INSTALL LANDSCAPING AS INDICATED ON THE LANDSCAPE PLAN SHEET.
7.REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS.
8.( REFER TO EROSION CONTROL PLANS &/OR DETAILS, FOR FULL EROSION CONTROL SEQUENCE )
GENERAL SEQUENCE OF CONSTRUCTION NOTES:
DEMO NOTES:
1.TO REMOVE A HYDRANT LEG CLOSE VALVE, INSTALL BLIND FLANGE ON BACKSIDE OF EXISTING TAP WITH
MECHANICAL JOINTS. REMOVE HYDRANT AND TOP OF VALVE BOX. GROUT SEAL TOP OF VALVE. REFER TO UTILITY
PLAN.
2.ABANDON EXISTING HYDRANT AND HYDRANT LEG BACK TO WATER MAIN PER TOWN OF WALLACE PUBLIC UTILITY
STANDARDS.
3.ANY ITEM THAT MAY BE ENCOUNTERED DURING BUILDING DEMOLITION THAT MAY BE OF INTEREST OR VALUE TO
THE OWNER SHALL REMAIN THE OWNER'S PROPERTY. COORDINATE PROCEDURE FOR REMOVAL AND SALVAGE
WITH OWNER.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PRE-DEMOLITION PHOTOGRAPHS AND/OR VIDEOTAPE
SHOWING EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS PRIOR TO ANY
DEMOLITION WORK.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH GOVERNING EPA REGULATIONS AND HAULING AND
DISPOSAL REGULATIONS OF LOCAL JURISDICTION, INCLUDING OBTAINING ALL REQUIRED PERMITS.
6.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UN-ANTICIPATED HAZARDOUS MATERIALS
ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE
HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS.
7.CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING, DISCONNECTING, AND SEALING OR CAPPING UTILITIES
SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED.
8.UNLESS OTHERWISE NOTED ON DRAWINGS, DEMOLITION SHALL INCLUDE REMOVAL OF EXISTING OBJECTS OR
IMPROVEMENTS (WITH THE EXCEPTION OF TREES) THAT WOULD INTERFERE WITH PROGRESS OR COMPLETION OF
PROPOSED WORK.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL DURING DEMOLITION.
10.CONTRACTOR SHALL NOTIFY OWNER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITIES.
11.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE THAT UTILITY SERVICES OF ADJOINING
PROPERTIES ARE NOT DISTURBED DURING SITE DEMOLITION.
12.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL OFFSITE IMPROVEMENTS DURING DEMOLITION AND
COORDINATING RELOCATION OF ANY UTILITY SERVICES DISRUPTED BY DEMOLITION ACTIVITIES.
13.PAVEMENT REMOVAL INCLUDES THE REMOVAL OF ANY ASSOCIATED BASE COURSE AND CURBING.
HANDICAP PARKING & ACCESSIBLE ROUTE NOTES:
1.ALL HANDICAP PARKING SPACES ARE TO BE SIGNED AS PER NORTH CAROLINA ACCESSIBILITY CODE FOR
ACCESSIBLE PARKING.
2.EACH ACCESSIBLE PARKING SPACE MUST BE IDENTIFIED BY A SIGN CENTERED AT A MINIMUM OF FIVE FEET ABOVE
THE PARKING SURFACE AT THE HEAD OF THE PARKING SPACE. THE SIGN MUST INCLUDE THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY AND STATE "RESERVED" OR EQUIVALENT LANGUAGE AND MUST NOT BE OBSCURED BY A
VEHICLE PARKED IN THE ACCESSIBLE SPACE.
3.THE MAXIMUM SLOPE FOR THE HANDICAPPED SPACES AND AISLE IS 2.0% IN ANY DIRECTION.
4.ALL CURB RAMPS SHALL HAVE A DETECTABLE WARNING TEXTURE EXTENDING THE FULL WIDTH OF THE RAMP
(PER NCAC STANDARDS).
5.SLOPES FOR ACCESSIBLE ROUTES SHALL NOT EXCEED 5.0% ALONG THE HORIZONTAL SLOPE AND 2.0% FOR THE
CROSS-SLOPE.
GRADING/STORM DRAIN NOTES:
1.ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF WILMINGTON STANDARDS AND SPECIFICATIONS.
3.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER, AS
APPROPRIATE.
4.CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE AND OUTFALL OF ANY FOUNDATION DRAIN SYSTEMS.
5.ELEVATIONS SHOWN ARE BASED UPON ELEVATIONS INCLUDED IN ARCHITECTURAL PLANS BY OTHERS.
6.ALL STORM DRAIN HOODS, MANHOLE COVERS AND GRATES ARE TO BE LABELED "NO DUMPING DRAINS TO STREAM".
7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
8.INTERACTION BETWEEN SURFACE WATER AND IN-SITU SOILS SHALL BE AVOIDED AS MUCH AS POSSIBLE.
9.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE CONTRACTOR'S GEOTECHNICAL ENGINEER.
10.ALL SIDEWALKS & CROSS WALKS SHALL BE CONSTRUCTED WITH A 2% CROSS SLOPE UNLESS OTHERWISE
INDICATED. SIDEWALKS SHALL SLOPE AWAY FROM BUILDINGS WHERE APPLICABLE.
11."TOP" OF STORM CATCH BASINS REFERS TO THE TOP OF GUTTER ELEVATION.
12.FILL SLOPES SHALL BE GRADED AT 3H:1V MAXIMUM UNLESS OTHERWISE INDICATED OR APPROVED.
13.HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM SLOPE OF 2% AS MEASURED FROM ANY DIRECTION.
14.EXISTING CONDITIONS ARE BASED UPON A FIELD SURVEY PROVIDED BY AGS (AERIAL AND GROUND SURVEYING).
UTILITY NOTES:
1.THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA ONE CALL SYSTEM AT 1-800-632-4949 FOR EXISTING
UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. IN ADVANCE OF CONSTRUCTION, THE CONTRACTOR SHALL
VERIFY THE LOCATIONS AND DEPTHS OF ALL UTILITIES TO BE EXTENDED, TIED TO, ALTERED OR SUBJECT TO
DAMAGE/INCONVENIENCE BY THE CONSTRUCTION OPERATIONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
CITY OF WILMINGTON PUBLIC UTILITIES WATER AND SANITARY SEWER MAINTENANCE RESPONSIBILITY ENDS AT
R.O.W./EASEMENT LINES.
2.CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER
OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. EXISTING CONDITIONS SHOWN
ARE BASED UPON FIELD SURVEY.
3.ALL WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF WALLACE STANDARDS
AND SPECIFICATIONS.
4.THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF UTILITIES UNLESS
SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL COORDINATE THE ACTUAL LOCATION OF UTILITIES TO
AVOID CONFLICTS AND MEET MINIMUM SIZE, SLOPE, AND CODE REQUIREMENTS.
5.NO CHANGES TO ANY ASPECT OF THIS PLAN WILL BE MADE WITHOUT APPROVAL OF THE AUTHORITY HAVING
JURISDICTION.
6.CONTRACTOR SHALL ADJUST ALL CLEANOUTS, VALVE BOXES, MANHOLES, ETC. TO THE FINISHED GRADES
ESTABLISHED BY THIS PROJECT.
7.ALL METERS, BFP'S, PIV, FDC CONNECTION, AND VALVES ARE TO ADHERE TO TOWN OF WALLACE PUBLIC UTILITY
STANDARDS. ALL VALVES ASSOCIATED WITH THE FIRE LINE SHALL HAVE TAMPER SWITCHES.
8.ALL WATER LINES ARE TO HAVE MINIMUM 48" COVER.
9.ALL U/G ELECTRICAL CONDUITS ARE TO HAVE MINIMUM 24" COVER. GAS, TELEPHONE AND CABLE LINES SHALL
HAVE MINIMUM COVER AS DETERMINED BY SERVICE COMPANY.
10.MAXIMUM SPACING FOR SANITARY SEWER CLEANOUTS IS 200 FEET. ALL CLEANOUTS LOCATED IN PARKING AND
DUMPSTER PAD AREAS SHALL BE TRAFFIC RATED.
11.INVERT AT CLEANOUT IS INVERT ELEVATION AT THE CONNECTION OF THE HORIZONTAL BEND.
12.SEE BUILDING PLANS FOR EXACT LOCATION OF WHERE UTILITIES ENTER THE BUILDING.
13.THERE SHALL BE AT MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER & STORM SEWER (OR ROOF
DRAINS). THERE SHALL BE AT MINIMUM 24" VERTICAL SEPARATION BETWEEN SANITARY SEWER & STORM
SEWER (OR ROOF DRAINS). IT IS PREFERRED THAT THE UTILITY CROSSES ABOVE THE SANITARY SEWER. IF THE
MINIMUM SEPARATION CANNOT BE MAINTAINED OR IF THE UTILITY MUST BE LAID BENEATH THE SANITARY
SEWER, THE SANITARY SEWER MUST BE DUCTILE IRON PIPE. THERE SHALL BE AT MINIMUM 18" VERTICAL
SEPARATION BETWEEN WATER & SANITARY SEWER.
14.A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS.
15.THE TOWN OF WALLACE STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME
OF BIDDING SHALL GOVERN MATERIALS AND METHODS USED TO DO THE WORK, UNLESS OTHERWISE
INDICATED.
16.PROVIDE PROPER NOTIFICATION TO NCDOT AND TOWN OF WALLACE PRIOR TO CONSTRUCTION
OF SEWER AND WATER FACILITIES. NOTIFICATION SHALL BE PROVIDED PER AGENCY PERMITS OR
SPECIFICATIONS.
17.NO OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE PROPERTY LINE OR OTHER
ASSIGNED LOCATION DESIGNATED FOR WATER OR SANITARY SEWER UTILITY SERVICE THAT WOULD INTERFERE
WITH THE WATER AND SANITARY SEWER SERVICES.
18.ALL MATERIALS TESTING, INCLUDING SOIL DENSITY TESTS AND RELATED SOIL ANALYSIS SHALL BE
ACCOMPLISHED BY AN INDEPENDENT LABORATORY FUNDED BY THE OWNER/DEVELOPER.
19.COORDINATE WITH CITY OF WILMINGTON PUBLIC UTILITIES FOR UTILITY TAP CONNECTIONS AND METER
PLACEMENT. INSTALL 2" WATER METER FOR IRRIGATION. INSTALL 2" METER FOR DOMESTIC USE. PUBLIC WATER
SUPPLY SHALL BE SUFFICIENTLY PROTECTED FROM BACKFLOW.
20.THRUST RESTRAINT SHALL BE IN ACCORDANCE WITH CITY OF WILMINGTON STANDARD SPECIFICATIONS.
21.WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF WILMINGTON
AND/OR TOWN OF GARNER PUBLIC UTILITIES STANDARDS & SPECIFICATIONS.
22.CONTRACTOR TO COORDINATE WITH ELECTRIC COMPANY FOR STABILIZING POWER POLES WHERE NEEDED
DUE TO TRENCH EXCAVATIONS.
C-2.0
02 OF 18
CO
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
W
W
W
W
W
W
W
W
W
W
W
W
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
SD
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
BUMP ALONG ROAD
PLANTER
2
ECM
4 ECM 3 3/4" EIP
2" BG
51 1/2" EIP
2" BG
2023/4" EIP
@ GRADE
2083/4" EIS
1" AG
5015/8" ISS
2" AG
201
3/4" EIP
@ GRADE
500 2045/8" ISS2" BG
3/4" EIP
@ GRADE
207 206 3/4" EIP
2" BG
1/2" EIP
1" AG
205 3/4" EIPP
1" BG
60
'
R
/
W
RA
I
N
T
R
E
E
R
O
A
D
CHURCH SIGN
S 71°56'13" W 261.42' TO
AN EMN (203) AT THE C
INTERSECTION OF RAINTREE
ROAD WITH HAZELTON COURT.
SIGN
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
MANHOLE
TOP = 33.00'
INV. = 29.88'
13
4
'
R
/
W
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
E
T
S
T
R
E
E
T
)
19" PINE
11" PINE
9" PINE
18" PINE
18" PINE
14" CYPRESS9" MAPLE
14" MAPLE
8" PINE
16" PINE
8" MAPLE
9" PINE
11" MAPLE
18" PINE
14" PINE
8" MAPLE
11" BLACK GUM
9" BLACK GUM
8" PINE
11" PINE
11" PINE
10" PINE
10" PINE
9" PINE
13" BLACK GUM
9" MAGNOLIA
21" PINE
11" BLACK GUM
8" BLACK GUM
10" BLACK GUM
8"
MAGNOLIA
20" PINE
8" PINE
8" PINE
12" PINE18" PINE
36" PINE
10" PINE
12" PINE
10" PINE
9" PINE12" PINE
8" PINE
11" RED OAK
9" RED OAK
14" RED OAK
13" RED OAK
13" RED OAK
10" PINE
22" PINE
9" PINE
11" PINE
8" WATER OAK
25" PINE
8" PINE
8" PINE
8" PINE
16" PINE
9" PINE
10" PINE
10" PINE
10" PINE
9" LIVE OAK
9" LIVE OAK
8" BLACK CHEERY
16" PINE
8" MIMOSA
10" PINE
11" PINE8" PINE
12" PINE
10" PINE
9" PINE
11" PINE
8" PINE
8" MIMOSA
8" PINE
8" PINE
9" PINE
8" PINE
12" PINE
9" MIMOSA
11" PINE
8" MAPLE
8" WHITE OAK
10" TURKEY OAK
9" PERSIMMON
8" PERSIMMON
9" TURKEY OAK
8" BLACK CHEERY
9" PINE
9" PINE
14" PINE
8" PINE
9" PINE
9" PINE
8" PINE
11" PINE
10" PINE
12" PINE
11" PINE
11" PINE
8" PINE
8" PINE
9" PINE
10" PINE
11" PINE
8" PINE
8" PINE
12" PINE
8" PINE
8" LIVE OAK
8" LIVE OAK 8" PINE
8" PINE
11" PINE
9" PINE
10" PINE
10" PINE
8" PINE
11" PINE12" LIVE OAK
9" PINE
9" MAPLE
8" PINE
16" PINE
12" RED OAK
10" MAGNOLIA
11" WATER OAK11" MAGNOLIA
11" RED OAK
8" BLACK GUM
8" WATER OAK
9" MAPLE
18" PINE
10" SYCAMORE
10" PINE9" PINE
9" PINE
11" PINE
9" PINE
9" PINE
9" PINE
8" MIMOSA
9" PINE
8" TURKEY OAK
11" PINE
8" TURKEY OAK
11" WHITE OAK
8" MIMOSA
7" PERSIMMON
9" BLACK CHEERY
12" PINE
11" PINE
8" LIVE OAK
12" LIVE OAK
10" PINE
10" PINE
6" DOG WOOD
10" BLACK GUM
21" PINE
3' WOOD PICKET FENCE
6' WOOD PRIVACY FENCE
4' WOOD SPLIT RAIL
FENCE
3' WOOD SPLIT RAIL
FENCE
WIRE FENCE
GUY WIRE
GUY WIRE
30' PUBLIC UTILITY
EASEMENT
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
S3
4
°
0
6
'
0
3
.
8
"
W
28
0
.
9
3
S55° 57' 54.4"E
218.26
N4
2
°
4
1
'
4
3
.
8
"
E
27
4
.
3
9
N49° 39' 46.7"
W
132.70N56° 30' 10.2"W
306.18
N57° 02' 04.6"W
97.24
S55° 58' 31.4"E
237.28
S56° 00' 02.3"E
30.28
S55° 57' 50.3"E
30.50
N56° 41' 21.5"W
22.03
30" RCP
INV. = 23.21'
24" RCP
INV. = 24.51'
INV. = 23.73'
DROP INLET
TOP = 32.61'
INV.= 29.61'
CURB INLET
TOP OF CURB = 33.98'
INV.= 28.98'
CURB INLET
TOP OF CURB = 29.73'
INV.= 23.21'
12" RCP
INV. = 32.83'
INV. = 31.84'
15" RCP
INV. = 31.00'
DROP INLET
TOP = 37.26'
INV. = 35.16'
INV.OBSTRUCTED
EXISTING WATER
DROP INLET
TOP = 33.76'
INV. = 31.26'
CURB INLET
TOP OF CURB = 35.63'
INV.= 30.68'
TEMPORARY CONSTRUCTION
EASEMENT
VARIABLE WIDTH PUBLIC
UTILITY EASEMENT
EXISTING WATER
RETAINING WALL
WETLAND
MAILBOXES
GR
A
V
E
L
/
S
O
I
L
R
O
A
D
ASPHALT ROAD
GRAVEL
DRIVEWAY
CONC
R
E
T
E
D
R
I
V
E
W
A
Y
AS
P
H
A
L
T
R
O
A
D
30
26
27
28
29
31
32
33
34
25
30
35
24
26
27
28
29
31
32
33
34
36
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
O
J
E
C
T
BY
RE
V
I
S
I
O
N
S
DA
T
E
AS
S
H
O
W
N
DRAWING
SHEET
SE
A
L
:
ST
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
G
R
O
U
P
,
P
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C
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A
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Y
L
I
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E
N
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E
#
P
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1
6
6
68
0
1
F
A
L
L
S
O
F
N
E
U
S
E
R
D
.
S
U
I
T
E
1
0
8
R
A
L
E
I
G
H
,
N
C
2
7
6
1
5
|
J
O
S
H
@
S
T
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
EXISTING ADJOINER PROPERTY LINE
MASTER PLAN BOUNDARY
5' CONTOUR
1' CONTOUR
30
LEGEND:
EXISTING WETLAND
WTLD
WTLD
RIGHT OF WAY
WTLD
WTLD
EXISTING SIGN
C-3.0
03 OF 18
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
P
L
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
SD
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
BUMP ALONG ROAD
PLANTER
60
'
R
/
W
RA
I
N
T
R
E
E
R
O
A
D
CHURCH SIGN
SIGN
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
MANHOLE
TOP = 33.00'
INV. = 29.88'
13
4
'
R
/
W
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
E
T
S
T
R
E
E
T
)
19" PINE
11" PINE
9" PINE
18" PINE
18" PINE
14" CYPRESS9" MAPLE
14" MAPLE
8" PINE
16" PINE
8" MAPLE
9" PINE
11" MAPLE
18" PINE
14" PINE
8" MAPLE
11" BLACK GUM
9" BLACK GUM
8" PINE
11" PINE
11" PINE
10" PINE
10" PINE
9" PINE
13" BLACK GUM
9" MAGNOLIA
21" PINE
11" BLACK GUM
8" BLACK GUM
10" BLACK GUM
8"
MAGNOLIA
20" PINE
8" PINE
8" PINE
12" PINE18" PINE
36" PINE
10" PINE
12" PINE
10" PINE
9" PINE12" PINE
8" PINE
11" RED OAK
9" RED OAK
14" RED OAK
13" RED OAK
13" RED OAK
10" PINE
22" PINE
9" PINE
11" PINE
8" WATER OAK
25" PINE
8" PINE
8" PINE
8" PINE
16" PINE
9" PINE
10" PINE
10" PINE
10" PINE
9" LIVE OAK
9" LIVE OAK
8" BLACK CHEERY
16" PINE
8" MIMOSA
10" PINE
11" PINE8" PINE
12" PINE
10" PINE
9" PINE
11" PINE
8" PINE
8" MIMOSA
8" PINE
8" PINE
9" PINE
8" PINE
12" PINE
9" MIMOSA
11" PINE
8" MAPLE
8" WHITE OAK
10" TURKEY OAK
9" PERSIMMON
8" PERSIMMON
9" TURKEY OAK
8" BLACK CHEERY
9" PINE
9" PINE
14" PINE
8" PINE
9" PINE
9" PINE
8" PINE
11" PINE
10" PINE
12" PINE
11" PINE
11" PINE
8" PINE
8" PINE
9" PINE
10" PINE
11" PINE
8" PINE
8" PINE
12" PINE
8" PINE
8" LIVE OAK
8" LIVE OAK 8" PINE
8" PINE
11" PINE
9" PINE
10" PINE
10" PINE
8" PINE
11" PINE12" LIVE OAK
9" PINE
9" MAPLE
8" PINE
16" PINE
12" RED OAK
10" MAGNOLIA
11" WATER OAK11" MAGNOLIA
11" RED OAK
8" BLACK GUM
8" WATER OAK
9" MAPLE
18" PINE
10" SYCAMORE
10" PINE9" PINE
9" PINE
11" PINE
9" PINE
9" PINE
9" PINE
8" MIMOSA
9" PINE
8" TURKEY OAK
11" PINE
8" TURKEY OAK
11" WHITE OAK
8" MIMOSA
7" PERSIMMON
9" BLACK CHEERY
12" PINE
11" PINE
8" LIVE OAK
12" LIVE OAK
10" PINE
10" PINE
6" DOG WOOD
10" BLACK GUM
21" PINE
GUY WIRE
GUY WIRE
30' PUBLIC UTILITY
EASEMENT
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
S3
4
°
0
6
'
0
3
.
8
"
W
28
0
.
9
3
S55° 57' 54.4"E
218.26
N4
2
°
4
1
'
4
3
.
8
"
E
27
4
.
3
9
N49° 39' 46.7"
W
132.70N56° 30' 10.2"W
306.18
N57° 02' 04.6"W
97.24
S55° 58' 31.4"E
237.28
S56° 00' 02.3"E
30.28
S55° 57' 50.3"E
30.50
N56° 41' 21.5"W
22.03
30" RCP
INV. = 23.21'
24" RCP
INV. = 24.51'
INV. = 23.73'
DROP INLET
TOP = 32.61'
INV.= 29.61'
CURB INLET
TOP OF CURB = 33.98'
INV.= 28.98'
CURB INLET
TOP OF CURB = 29.73'
INV.= 23.21'
12" RCP
INV. = 32.83'
INV. = 31.84'
15" RCP
INV. = 31.00'
DROP INLET
TOP = 37.26'
INV. = 35.16'
INV.OBSTRUCTED
EXISTING WATER
DROP INLET
TOP = 33.76'
INV. = 31.26'
CURB INLET
TOP OF CURB = 35.63'
INV.= 30.68'
TEMPORARY CONSTRUCTION
EASEMENT
VARIABLE WIDTH PUBLIC
UTILITY EASEMENT
EXISTING WATER
RETAINING WALL
WETLAND
MAILBOXES
GR
A
V
E
L
/
S
O
I
L
R
O
A
D
ASPHALT ROAD
GRAVEL
DRIVEWAY
CONC
R
E
T
E
D
R
I
V
E
W
A
Y
AS
P
H
A
L
T
R
O
A
D
30
26
27
28
29
31
32
33
34
25
30
35
24
26
27
28
29
31
32
33
3
4
36
2
5
30
35
2
42
6
2
7
28
293132
33
34
3
5
32
33
3
4
3
6
3
7
3
5
40
34
36
373
8
39
4142
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
O
J
E
C
T
BY
RE
V
I
S
I
O
N
S
DA
T
E
AS
S
H
O
W
N
DRAWING
SHEET
SE
A
L
:
ST
R
O
N
G
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O
C
K
E
N
G
I
N
E
E
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P
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C
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I
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#
P
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1
6
6
68
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1
F
A
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L
S
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U
S
E
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D
.
S
U
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E
1
0
8
R
A
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H
,
N
C
2
7
6
1
5
|
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.
C
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NO
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F
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CO
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I
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N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
EXISTING ADJOINER PROPERTY LINE
MASTER PLAN BOUNDARY
5' CONTOUR
1' CONTOUR
40
LEGEND:
EXISTING WETLAND
WTLD
WTLD
DEMO TREE
EXISTING TREE
C-4.0
04 OF 18
DE
M
O
L
I
T
I
O
N
P
L
A
N
DEMOLITION KEYNOTES:
EXISTING TREE TO BE REMOVED.
EXISTING GRAVEL / SOIL ROAD TO BE REMOVED.
EXISTING ASPHALT ROAD TO BE REMOVED.
EXISTING GUY WIRE TO BE RELOCATED.
EXISTING POWER LINE TO BE RELOCATED.
1
2
3
4
5
1
1
1
1
1
1
11
1
1
DEMO TREE NODE
1
1
1
2
3
4
5
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
X
X
X
X
PLANTER
SS
SS
SS
SS
SS
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
PS
X X X X X X X X X X
16.50'
24.00'
16.50'
24.00'
20
.
0
0
'
24.00'
ENTRANCE WIDTH
16.50'
24.00'
16.50'
24.00'
24
.
0
0
'
24.00'
24.00'16.50'
24
.
0
0
'
24
.
0
0
'
37.50'
STREET YA
R
D
B
U
F
F
E
R
20
.
0
0
'
BU
F
F
E
R
BUMP ALONG ROAD
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
E
T
S
T
R
E
E
T
)
13
4
'
R
/
W
9.00'
9.
0
0
'
ST
R
E
E
T
Y
A
R
D
B
U
F
F
E
R
6.0
0
'
24.00'
ENTRANCE W
I
D
T
H
RA
I
N
T
R
E
E
R
O
A
D
60
'
R
/
W
22 SPACES @ 9.0'3 SPACES
@
9
.
0
'
7
S
P
A
C
E
S
@
9
.
0
'
4 S
P
A
C
E
S
@
9
.
0
'
8
S
P
A
C
E
S
@
9
.
0
'
8
S
P
A
C
E
S
@
9
.
0
'
12
S
P
A
C
E
S
@
9
.
0
'
7 S
P
A
C
E
S
@
9
.
0
'
10
S
P
A
C
E
S
@
9
.
0
'
11
S
P
A
C
E
S
@
9
.
0
'
3 S
P
A
C
E
S
@
9
.
0
'
2
S
P
A
C
E
S
@
9
.
0
'
11 SPACES @ 9.0'
11 SPACES @ 9.0'
11 SPACES @ 9.0'
11 SPACES @ 9.0'
14
S
P
A
C
E
S
@
9
.
0
'
DUMPSTER PAD
ENCLOSURE
9'X18' PARKING
(TYP.)
PROPERTY LINE
PROPOSED RETAINING WALL BY
OTHERS
WETLAND
CONC. WHEELSTOP (TYP.)
5
1
3
4
4
1
3
4
6
2
2
2
2
2
2
2
2
2
2
2
2
2
30.00' PUB
L
I
C
UTILITY E
A
S
E
M
E
N
T
TEMPORARY CONSTRUCTION
EASEMENT
ENTRY
MONUMENT
10
.
0
0
'
2.00'
SITEWALK "BY
OTHERS"
75.00'
SHOD SET
B
A
C
K
10
.
0
0
'
FE
N
C
E
D
B
U
F
F
E
R
25
.
0
0
'
SE
T
B
A
C
K
6' WOODEN FENCE
RETAINING WALL
24.00'TABLE TOP SPEED HUMP
(PER NHCO STUDS.)
TABLE TOP SPEED HUMP
(PER NHCO STUDS.)
RETAINING WALL
A
A
A
A
A
A
A
A
A
A
A
A AA
A
A
A
A
A
A
B B
B
B
B
B
BB
BB
B
B
B
B
B
B
B
B
C
C
C
C
C
C
C
C
B
D
D
DD
E
F F
G
G G
C-5.0
05 OF 18
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
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D
B
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DR
A
W
N
B
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ST
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BY
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DRAWING
SHEET
SE
A
L
:
ST
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#
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2
1
6
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7
6
1
5
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JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
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S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
3" NCDOT S9.5B
8" NCDOT C A.B.C.
LIGHT-DUTY ASPHALT PAVING
WHEEL STOP
NOTES BY SYMBOL " ":
RESERVED ACCESSIBILITY PARKING SPACES ( VAN ACCESSIBLE).1
2
3
4 5' CONCRETE SIDEWALK (TYP.).
5 PUMP STATION.
24" STANDARD CONCRETE CURB AND GUTTER (TYP.).
SHADING DENOTES SPILL CURB
INSTALL BOLLARD MOUNTED ACCESSIBLE PARKING SIGNS IMMEDIATELY
BEHIND ADJACENT BACK OF CURB (TYP.).
LEGEND:
ROAD
PROPERTY LINE
SIGN POST (TYP.)
CONC. CURB & GUTTER
6 PROVIDE LIGHTING ACCORDING TO LIGHTING PLAN.
SEE SHEET C-2.0 FOR GENERAL NOTES AND ADDITIONAL UTILITY NOTES
RADIUS TABLE:
A: 3.0'
B: 5.0'
C: 10.0'
D: 15.0'
E: 20.0'
G: 30.0'
F: 25.0'
PS
X X X X X X X X X X
W
W
W
W
W
W
W
W
W
W
W
W
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X
X
X
X X X
SD
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
PLANTER
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
FIRE
FIRE
W
W
FM
FM
FM
M R P Z
FM
FM
FM
FM
FM
FM
FM
SS
SS
SS
SS
EXISTING WATER
UNDERGROUND
DETENTION TANK
UNDERGROUND
DETENTION TANK
MANHOLE
TOP = 33.00'
INV. = 29.88'
1
5
6
164 LF 8" 4" PVC SS MANIFOLD @ 0.50%
PLUMBING CONTRACTOR SHALL
CONNECT INTERIOR SEWER
SERVICE AT CLEANOUTS
4" PVC SSCO
TOP: 33.63
INV IN: 27.21 (SW)
INV OUT: 27.01 (SE)
2
CB # 1
FES # 20
CB # 2
CB # 3
3
4
CB # 4
CB # 5
CB # 6
FES # 21
CB # 12
CB # 10
CB # 13
CB # 9
2" PLUG VALVE
2" TEMPORARY
PLUG @ ROW
2" CHECK VALVE
7 8
RA
I
N
T
R
E
E
R
O
A
D
60
'
R
/
W
CB # 8
CB # 7
CB # 11
30.0' PUBLI
C
UTILITY E
A
S
E
M
E
N
T
WETLAND
TEMPORARY CONSTRUCTION
EASEMENT
VARIABLE WIDTH PUBLIC
UTILITY EASEMENT
BUMP ALONG ROAD
PRIVATE DRIVE/ EASEMENT
WIDTH VARIES
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
E
T
S
T
R
E
E
T
)
13
4
'
R
/
W
YI # 14 CB # 15 CB # 16
FES # 22
90° HORZ BEND
C-6.0
06 OF 18
UT
I
L
I
T
Y
P
L
A
N
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
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C
K
P
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C
T
BY
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V
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S
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S
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AS
S
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N
DRAWING
SHEET
SE
A
L
:
ST
R
O
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G
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O
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K
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7
6
1
5
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PROGRESS PLOT DATE: 06/14/2023
BA
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S
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S
WI
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M
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,
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W
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A
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C
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T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
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S
(2) 2''x1-1/4''REDUCERPS
1-1/4'' PVC
1-1/4'' PRESSURE GAUGE
1-1/4'' CHECK VAVLE
PROVIDE (2) PIPE SUPPORTS BY
TOLCO OR APPROVED EQUAL
1-1/4'' PLUG VALVE
90° BEND
2'' AIR RELEASE VALVE
PROVIDE PIPE SUPPORT BY
TOLCO OR APPROVED EQUAL
1-1/4'' PRESSURE GAUGE
2'' TEE
1-1/4'' CHECK VAVLE
1-1/4'' PLUG VALVE
1-1/4'' PVC
2'' PVC
DRAIN
TO BUILDING
2'' PVC TO EXISTING
FORCE MAIN
PUMP STATION AREA ENLARGEMENT
INSTALL 2 HYDROMATIC HPG200 SUBMERSIBLE
SEWAGE GRINDER PUMPS (OR APPROVED
EQUAL) REFER TO DETAIL SHEETS
NOTES BY SYMBOL " ":
FIRE HYDRANT ASSEMBLY1
2
3
4
5 PUMP STATION
2" PVC FORCE MAIN
4" PVC WATERLINE
6 PROVIDE LIGHTING ACCORDING TO LIGHTING PLAN
4" FIRE SERVICE LINE
LEGEND:
SS EXISTING SANITARY SEWER LINE
W W EXISTING WATER LINE
SD SD EXISTING STORM PIPE
SS SANITARY SEWER LINE
W W WATER LINE
STORM PIPE
STORM WATER DETENTION TANK
EXISTING BUFFER LINE
FIRE HYDRANT ASSEMBLY
GATE VALVE
7 4" WATER METER
8 4" RPZ BACKFLOW PREVENTER (ZURN 375A OR APPROVED EQUAL)
SEE SHEET C-2.0 FOR GENERAL NOTES AND ADDITIONAL UTILITY NOTES
PS
X X X X X X X X X X
W
W
W
W
W
W
W
W
W
W
W
W
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
SD
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
PLANTER
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
35
3
6
35
34
36
3
5
31
32
33
3
4
3
6
33
WETLAND
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
E
T
S
T
R
E
E
T
)
13
4
'
R
/
W
RA
I
N
T
R
E
E
R
O
A
D
60
'
R
/
W
3
5
40 34 3
43637
3
8
39
41
25
30
35
40
2
4
2
6272829
31
32
33
34
36
37
38
39
3
5
3
4
3
6
37
25
BUMP ALONG ROAD
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
12 LF 15" RCP @ 0.50%
42 LF 18" RCP @ 1.58%
100 LF 15" RCP @ 0.50%
38 LF 15" RCP @ 0.50%
17 LF 15" RCP @ 0.50%
32 LF 18" RCP @ 0.50%
60 LF 15" RCP @ 0.50%
UNDERGROUND
RETENTION TANK
59 LF 15" RCP @ 0.50%
11 LF 15" RCP @ 0.50%12 LF 18" RCP @ 0.50%
99 LF 15" RCP @ 0.50%
49 LF 15" RCP @ 0.50%
34 LF 15" RCP @ 0.50%
21 LF 15" RCP @ 0.50%
WETLAND
46 LF 15" RCP @ 0.50%
19 LF 15" RCP @ 0.50%
36 LF 15" RCP @ 0.50%
35 LF 15" RCP @ 0.50%
3:
1
3:
1
3:1
CB #1
TOP: 32.34
INV OUT: 27.30 (N)
FES #20
INV OUT: 25.00 (N)
CB #5
TOP: 32.86
INV IN: 28.34 (NE)
INV IN: 28.34 (NW)
INV OUT: 28.14 (S)
CB #10
TOP: 35.88
INV IN: 29.51 (E)
INV OUT: 29.31 (SW)
CB #9
TOP: 34.23
INV IN: 29.02 (NE)
INV IN: 29.02 (S)
INV OUT: 28.82 (W)
FES #21
INV OUT: 27.00 (NE)
CB #13
TOP: 34.52
INV IN: 29.04 (NE)
INV OUT: 28.84 (S)
CB #12
TOP: 34.83
INV OUT: 29.34 (SW)
CB #3
TOP: 32.23
INV IN: 27.25 (NW)
INV OUT: 27.05 (NE)
CB #8
TOP: 33.71
INV OUT: 29.19 (N)
CB #7
TOP: 33.86
INV OUT: 28.59 (SE)
CB #6
TOP: 33.70
INV OUT: 28.83 (SW)
INV OUT: 27.16 (SW)INV IN: 28.73 (N)
INV IN: 28.73 (E)
CB #4
TOP: 32.81
INV IN: 27.95 (N)
INV OUT: 27.75 (SE)
CB #11
TOP: 35.89
INV OUT: 29.75 (W)
CB #2
TOP: 31.73
INV OUT: 27.29 (N)
INV IN: 26.99 (SW)
INV IN: 27.24 (S)
INV OUT: 25.67 (S)
INV IN: 27.24 (S)
YI #14
TOP: 28.96
INV OUT: 25.85 (SE)
FES #22
INV OUT: 25.00 (N)
CB #15
TOP: 32.45
INV IN: 25.76 (NW)
INV OUT: 25.56 (SE)
CB #16
TOP: 32.69
INV IN: 25.38 (NW)
INV OUT: 25.18 (S)
33
35
30
26272829
313233
25
30
2627
28
29
31
32
C-7.0
07 OF 18
DR
A
I
N
A
G
E
P
L
A
N
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
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J
E
C
T
BY
RE
V
I
S
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PROGRESS PLOT DATE: 06/14/2023
BA
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L
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A
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L
I
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A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
LEGEND:
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED PROPERTY LINE
EXISTING PROPERTY LINE
PROPOSED STORM DRAIN LINE
PROPOSED 2x3 INLET
PROPOSED FLARED
END SECTION (FES)
SPILL CURB
W
W
W
W
W
W
W
W
W
W
W
W
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
SD
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
PLANTER
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
PS
X X X X X X X X X X
35
3
6
35
34
36
3
5
32
33
3
4
3
6
33
WETLAND
UNDERGROUND
RETENTION TANK
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
E
T
S
T
R
E
E
T
)
13
4
'
R
/
W
RA
I
N
T
R
E
E
R
O
A
D
60
'
R
/
W
3
5
40 34 3
43637
3
8
39
41
25
30
35
40
2
4
2
6272829
31
32
33
34
36
37
38
39
3
5
3
4
3
6
37
25
WETLAND
33.63
34.30
33.24
32.35
32.82
33.12
32.43
32.90
32.6332.16
32.83
32.20
31.74
31.79
34.16
33.69
33.72
34.19
36.63
36.10
36.72
36.67
36.05
37.01
35.0437.47
35.45
36.21
35.68 35.72
35.19
34.47
34.43
33.70
34.1834.47
34.13
32.87
33.27
33.79 32.80
33.36 32.72
33.33
33.58
33.05
33.00
33.53
34.04
33.05
33.56
33.51
33.76
36.03
35.0935.33
35.86
33.96
34.00
34.62
34.22
33.60
33.88
34.55
35.15
35.50
36.74
35.42
36.19
36.20
37.28
35.3034.50
35.37
35.95
36.39
35.65
36.15
35.93
35.32
34.83
34.53
35.27
35.31
35.18
35.71
35.23
33.16
33.84
33.5234.0134.54
33.8634.49
34.62 34.09
33.61
34.08
34.83
32.65
33.37
33.99
34.59
34.06
33.16
33.68
32.99
32.51
33.25
35.47
34.94
35.21
34.74
34.94
35.51
35.98
35.57
36.60
36.13
36.25
36.63
36.16
36.07
36.54
35.97
36.50
36.04
36.57
36.30
36.83
34.05
33.83
34.30
33.73
34.20
33.09
32.62
33.30
33.83
32.81
33.34
29.11
29.99
31.32
33.34
33.18
33.71
33.1733.64
33.60
33.12
34.15
33.80
34.36
33.69
33.84
35.08
34.60
34.07
34.85
34.88
34.32
34.35
34.44
34.97
34.53
35.04
34.81
35.34
35.63
35.09
35.63
35.67
35.14
36.37
35.84
36.25
35.76
35.94
36.41
35.94
36.41
34.41
34.33
35.66
35.19
34.67 34.70
34.77
35.20
35.6135.08
35.16 35.69
36.68
36.13
36.39
35.86
36.42
35.89
36.81
36.28
36.91
36.38
37.20
36.66
36.79
36.26
36.37
36.90
36.48
37.01
36.40
35.68
35.86
36.3535.88
36.17
35.64
35.72
36.25
36.39
35.86
36.37
35.84
34.3335.02
35.3735.90
35.87
35.03
34.2934.82
34.28
34.75
34.71
34.24
35.36
34.82
35.35
34.87
35.40
35.19
34.69
35.00
34.88
35.41
34.79
35.24
34.77
35.63
35.10
35.63
35.10
34.84
35.39
34.92
34.61
35.08
35.80
35.1735.14 35.7035.67
33.75
33.75
33.75
33.75
33.75
33.75
33.75
33.75
33.75
33.75
33.75
34.25
34.25
34.25
34.25
34.50
34.50
34.50
34.50
34.50
34.50
34.50
34.50
34.50
36.36
35.89
34.21
34.12
33.74
33.69
32.92
32.87
BW: 31.09
TW: 31.53
BUMP ALONG ROAD
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
32.96
33.05
33.49
33.58
33.00
33.52
34.82
35.29
33.33
33.86
33.2133.74
35.94
36.47
36.24
36.77
0.8
5
%
0.5
9
%
2.
0
6
%
2.
0
6
%
2.42%
2
.
0
7
%
2.0
7
%
2.
0
0
%
2.
9
4
%
0.52%
2.05%
3.07
%
2.
0
1
%
2.0
5
%
0.56%
0.
5
2
%
5.5
1
%
4.1
7
%
5.46
%
0.50%
0.54%
0.50%
0.5
0
%
0.5
0
%
0.8
3
%
0.8
8
%
0.9
8
%
1.
7
5
%
0.8
1
%
0.8
1
%
0.06%
1.1
3
%
1.6
3
%
3:
1
2.
0
0
%
2.
0
0
%
2.
0
0
%
2.0
0
%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
0.50%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
3:
1
1.85%
0.3
6
%
30
26
27
28
29
31
32
30
26272829
313233
BW: 40.59
TW: 40.59
BW: 38.87
TW: 38.87
3:
1
35.72
35.19
36.10 35.87
36.40 35.87
36.40
36.63
2.00%
2.00%
33.24
33.3433.59
30.4030.37
31.69
33.54
BW: 25.35
TW: 25.35BW: 25.73
TW: 26.83
BW: 25.99
TW: 26.90
BW: 27.13
TW: 27.13
BW: 26.02
TW: 26.99
BW: 28.00
TW: 29.86
BW: 26.03
TW: 29.66
BW: 26.93
TW: 30.22
35.37
34.84
35.45
34.92
UNDERGROUND
RETENTION TANK
C-8.0
08 OF 18
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PROGRESS PLOT DATE: 06/14/2023
BA
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
LEGEND:
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED PROPERTY LINE
EXISTING PROPERTY LINE
PROPOSED STORM DRAIN LINE
PROPOSED DRAINAGE FLOW
PROPOSED 2x3 INLET
PROPOSED FLARED
END SECTION (FES)
SPILL CURB
W
W
W
W
W
W
W
W
W
W
W
W
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
SD
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
BUMP ALONG ROAD
PLANTER
60
'
R
/
W
RA
I
N
T
R
E
E
R
O
A
D
CHURCH SIGN
SIGN
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
MANHOLE
TOP = 33.00'
INV. = 29.88'
13
4
'
R
/
W
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
E
T
S
T
R
E
E
T
)
19" PINE
11" PINE
9" PINE
18" PINE
18" PINE
14" CYPRESS9" MAPLE
14" MAPLE
8" PINE
16" PINE
8" MAPLE
9" PINE
11" MAPLE
18" PINE
14" PINE
8" MAPLE
11" BLACK GUM
9" BLACK GUM
8" PINE
11" PINE
11" PINE
10" PINE
10" PINE
9" PINE
13" BLACK GUM
9" MAGNOLIA
21" PINE
11" BLACK GUM
8" BLACK GUM
10" BLACK GUM
8"
MAGNOLIA
20" PINE
8" PINE
8" PINE
12" PINE18" PINE
36" PINE
10" PINE
12" PINE
10" PINE
9" PINE12" PINE
8" PINE
11" RED OAK
9" RED OAK
14" RED OAK
13" RED OAK
13" RED OAK
10" PINE
22" PINE
9" PINE
11" PINE
8" WATER OAK
25" PINE
8" PINE
8" PINE
8" PINE
16" PINE
9" PINE
10" PINE
10" PINE
10" PINE
9" LIVE OAK
9" LIVE OAK
8" BLACK CHEERY
16" PINE
8" MIMOSA
10" PINE
11" PINE8" PINE
12" PINE
10" PINE
9" PINE
11" PINE
8" PINE
8" MIMOSA
8" PINE
8" PINE
9" PINE
8" PINE
12" PINE
9" MIMOSA
11" PINE
8" MAPLE
8" WHITE OAK
10" TURKEY OAK
9" PERSIMMON
8" PERSIMMON
9" TURKEY OAK
8" BLACK CHEERY
9" PINE
9" PINE
14" PINE
8" PINE
9" PINE
9" PINE
8" PINE
11" PINE
10" PINE
12" PINE
11" PINE
11" PINE
8" PINE
8" PINE
9" PINE
10" PINE
11" PINE
8" PINE
8" PINE
12" PINE
8" PINE
8" LIVE OAK
8" LIVE OAK 8" PINE
8" PINE
11" PINE
9" PINE
10" PINE
10" PINE
8" PINE
11" PINE12" LIVE OAK
9" PINE
9" MAPLE
8" PINE
16" PINE
12" RED OAK
10" MAGNOLIA
11" WATER OAK11" MAGNOLIA
11" RED OAK
8" BLACK GUM
8" WATER OAK
9" MAPLE
18" PINE
10" SYCAMORE
10" PINE9" PINE
9" PINE
11" PINE
9" PINE
9" PINE
9" PINE
8" MIMOSA
9" PINE
8" TURKEY OAK
11" PINE
8" TURKEY OAK
11" WHITE OAK
8" MIMOSA
7" PERSIMMON
9" BLACK CHEERY
12" PINE
11" PINE
8" LIVE OAK
12" LIVE OAK
10" PINE
10" PINE
6" DOG WOOD
10" BLACK GUM
21" PINE
GUY WIRE
GUY WIRE
30' PUBLIC UTILITY
EASEMENT
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
S3
4
°
0
6
'
0
3
.
8
"
W
28
0
.
9
3
S55° 57' 54.4"E
218.26
N4
2
°
4
1
'
4
3
.
8
"
E
27
4
.
3
9
N49° 39' 46.7"
W
132.70N56° 30' 10.2"W
306.18
N57° 02' 04.6"W
97.24
S55° 58' 31.4"E
237.28
S56° 00' 02.3"E
30.28
S55° 57' 50.3"E
30.50
N56° 41' 21.5"W
22.03
30" RCP
INV. = 23.21'
24" RCP
INV. = 24.51'
INV. = 23.73'
DROP INLET
TOP = 32.61'
INV.= 29.61'
CURB INLET
TOP OF CURB = 33.98'
INV.= 28.98'
CURB INLET
TOP OF CURB = 29.73'
INV.= 23.21'
12" RCP
INV. = 32.83'
INV. = 31.84'
15" RCP
INV. = 31.00'
DROP INLET
TOP = 37.26'
INV. = 35.16'
INV.OBSTRUCTED
EXISTING WATER
DROP INLET
TOP = 33.76'
INV. = 31.26'
CURB INLET
TOP OF CURB = 35.63'
INV.= 30.68'
TEMPORARY CONSTRUCTION
EASEMENT
VARIABLE WIDTH PUBLIC
UTILITY EASEMENT
EXISTING WATER
RETAINING WALL
WETLAND
MAILBOXES
GR
A
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PROGRESS PLOT DATE: 06/14/2023
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
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EXISTING ADJOINER PROPERTY LINE
EXISTING PROPERTY LINE
5' CONTOUR
1' CONTOUR
40
LEGEND:
EXISTING WETLAND
WTLD
WTLD
DEMO TREE
EXISTING TREE L-1.1
09 OF 18
TR
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M
O
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A
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SEE L-1.4 FOR TREE REMOVAL MATRIX.
NOTE:
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
SD
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
BUMP ALONG ROAD
PLANTER
60
'
R
/
W
RA
I
N
T
R
E
E
R
O
A
D
SS
SS
SS
SS
SS
13
4
'
R
/
W
U.
S
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I
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H
W
A
Y
1
7
(M
A
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K
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T
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)
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
PS
X X X X X X X X X X
U.
S
H
I
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H
W
A
Y
1
7
(M
A
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)
13
4
'
R
/
W
RA
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R
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A
D
60
'
R
/
W
1
1 1
1
1
1
1
1
1
1
QUL (7)
ICD (20)
OSF (28)
INS (8)
ILXC (17)
JAC (29)
INS (13)
ILXC (25)
JAC (48)
ACR (4)ILCC (24)
ACR (2)ILCC (12)
ENTRY
MONUMENT
PRIVATE DRIVE/ EASEMENT
WIDTH VARIES
BUMP ALONG ROAD
L-1.2
10 OF 18
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PROGRESS PLOT DATE: 06/14/2023
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
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1 SITE LIGHTING, SEE SITE DETAILS 1 D-1.0 FOR DETAILS
NOTES BY SYMBOL " ":
LAUREL OAK (QUL)
LENGEND:
RED MAPLE (ACR)
DAHOOD HOLLY (ICD)
NELLIE STEVEN HOLLY (INS)
FORTUNES OSMANTHUS (OSF)
CHINESE HOLLY (ILXC)
JAPANESE CLEYEAR (JAC)
HELLERI HOLLY (ILCC)
RETAINED TREE
NOTE: FULL PLANT SCHEDULE AND DETAILS ON SHEET L-1.4
W
T
L
D
WTLD
WTLD WTLD
WTL
D
WT
L
D
WT
L
D
X X X X X X X X
X
X
X X X
SD
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
PRIVATE DRIVE/EASEMENT
WIDTH VARIES
BUMP ALONG ROAD
PLANTER
60
'
R
/
W
RA
I
N
T
R
E
E
R
O
A
D
SS
SS
SS
SS
SS
13
4
'
R
/
W
U.
S
H
I
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H
W
A
Y
1
7
(M
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K
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E
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T
)
GRATHWOL PROPERTY
HOLDINGS, LLC.
TRACT 3
DEED BOOK 5790, PAGE 961
LOT 25, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
ANDREW FAZARRI
DEED BOOK 5199, PAGE 2594
LOT 21, SECTION ONE
BRICKSTONE ESTATES
MAP BOOK 16, PAGE 31
ZONED:R-15
NEW HANOVER COUNTY
DEED BOOK 6095, PAGE 1016
WELL SITE
BRICKSTONE ESTATES
SECTION ONE
MAP BOOK 16, PAGE 31
ZONED:R-15
MICHAEL G. ALABASTER
DEED BOOK 6031, PAGE 1286
ZONED:R-15
CAMERON R. JACKSON
DEED BOOK 5949, PAGE 1317
ZONED:R-15
LIBERTY BAPTIST CHURCH OF
WILMINGTON, INC.
DEED BOOK 5777, PAGE 2392
ZONED:O&I
PS
X X X X X X X X X X
U.
S
H
I
G
H
W
A
Y
1
7
(M
A
R
K
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T
S
T
R
E
E
T
)
13
4
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R
/
W
RA
I
N
T
R
E
E
R
O
A
D
60
'
R
/
W
BUMP ALONG ROAD
PRIVATE DRIVE/ EASEMENT
WIDTH VARIES
QFA (13)
QFA (9)
QFA (8)
NYS (3)
NYS (3)
NYS (4)
NYS (3)
NYS (4)
NYS (1)
NYS (3)
NYS (1)
NYS (1)
NYS (2)
NYS (2)
NYS (2)
PIT (14)
LIC (5)
LIC (5)
LIC (10)
HCA (10)
DFG (9)
DFG (8)
DFG (34)
MCP (135)
MCP (162)
MCP (150)
MCP (179)
MCP (94)
MCP (90)
MCP (135)
MCP (56)
MCP (751)
MCP (105)
MCP (168)
MCP (175)MCP (371)
1
1
1
1
1
1
1
1
1
1
ENTRY
MONUMENT
NYS (1)
L-1.3
11 OF 18
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No
.
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PROGRESS PLOT DATE: 06/14/2023
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
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S
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1 SITE LIGHTING, SEE SITE DETAILS 1 D-1.0 FOR DETAILS
NOTES BY SYMBOL " ":
SOUTHERN RED OAK (QFA)
LENGEND:
JAPANESE PITTOSPORUM (PIT)
CAROLINA SILVERBELL (HCA)
BLACKGUM (NYS)
CHEROKEE RED CRAPEMYRLE (LIC)
DWARF FOTHERGILLA (DFG )
DWARF PURPLE MUHLY GRASS (MCP)
RETAINED TREE
NOTE: FULL PLANT SCHEDULE AND DETAILS ON SHEET L-1.4
L-1.4
12 OF 18
LA
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.
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PROGRESS PLOT DATE: 06/14/2023
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
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TREE/PLANT NUMBER SYMBOL LABEL BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT SPACING (OC)NOTE
SHOD YARD 7 QUL Quercus laurifolia Laurel Oak 3 12 B&B 40'1 tree per 40'
PARKING LOT TREES 60
PARKING LOT EDGE 30 QFA Quercus falcata Southern Red Oak 3 12 B&B 20"20' OC parking perimter only planting within 10' of curbline
PARKING ISLANDS 30 NYS Nyssa salvatica Blackgum 3 12 B&B In parking lot islands only
2571 MCP Muhlenberiga capillaris Dwarf Purple Muhly Grass 3.5 Pot 12"Plant 12" on center in all parking lot islands
DUMPSTER 14 PIT Pittosporum tibira Japanese Pittosporum 7 gal. cont 6'Plant 6 feet OC around back of dumpster wall
STREET YARD ALONG BUMP ALONG DRIVE 3186 SF
6 ACR Acer ruhbrum Red Maple evenly spaced along right of way
36 ILCC Ilex crenata japconica Helleri Helleri Holly 12'7 Gal. cont 24"
BUILDING FOUNDATION
1906 SF total 10 HCA Halesia carolina Carolina Silverbell 1.5 8'B&B Front Only One between each door
20 LIC Lagerstroemia indica "Cherokee Red"Cherokee Red Crapemyrle Multistem 8 B&B 12'Multi stem place 12 feet on center one building wall edge
50 DFG Dwarf fothergilla gardenii Dwarf fothergilla 7 Gal cont.36"plant every 3 feet in between trees
TYPE A PERIMETER BUFFER Buffer Plants located between existing trees and tree save fencing
Row One 21 INS Ilex x Nellie R Stevens Nellie Steven Holly 12.7'Tallest growing holly in back row along property line
Row Two 42 ILXC Ilex cornuta Chinese Holly 6'middle row planting staggered between larger back shrubs
Row Three 77 JAC Cleyera jaonica Japanese Cleyear 7 Gal cont.3.3'placed in the front of the border shurbs
10 FT FENCED BUFFER
Row One 20 ICD Ilex cassine Dahood Holly 11'place against fence
Row Two 28 OSF Osmanthus x fortunei Fortunes Osmanthus 8'placed in front row
TREE MITIGATION MATRIX TREE SCHEDULE
Tree Removal/Retained Matrix
DBH (in.)
Aggregate
Inches
Significant Trees removed
Other Conifer 24" or Larger 25 55
Other Conifer 24" or Larger 30
Trees Retained
Cluster 11 171
Cluster 18
Cluster 16
Cluster 11
Cluster 9
Cluster 9
Cluster 18
Cluster 8
Cluster 9
Cluster 14
Cluster 18
Cluster 8
Cluster 8
Cluster 14
Hardwood 2-8"8 95
Hardwood 2-8"8
Hardwood 2-8"8
Hardwood 2-8"8
Hardwood 2-8"8
Hardwood 2-8"8
Hardwood 2-8"8
Hardwood 2-8"7
Hardwood 2-8"8
Hardwood 2-8"8
Hardwood 2-8"8
Hardwood 2-8"8
Non-Native Invasive 8 25
Non-Native Invasive 8
Non-Native Invasive 9
Native Conifer 2-12"8 189
Native Conifer 2-12"10
Native Conifer 2-12"10
Native Conifer 2-12"8
Native Conifer 2-12"11
Native Conifer 2-12"12
Native Conifer 2-12"10
Native Conifer 2-12"11
Native Conifer 2-12"8
Native Conifer 2-12"9
Native Conifer 2-12"8
Native Conifer 2-12"12
Native Conifer 2-12"11
Native Conifer 2-12"12
Native Conifer 2-12"9
Native Conifer 2-12"11
Native Conifer 2-12"9
Native Conifer 2-12"9
Native Conifer 2-12"11
Hardwood 8-18"9 242
Hardwood 8-18"11
Hardwood 8-18"10
Hardwood 8-18"11
Hardwood 8-18"12
Hardwood 8-18"13
Hardwood 8-18"11
Hardwood 8-18"14
Hardwood 8-18"11
Hardwood 8-18"10
Hardwood 8-18"13
Hardwood 8-18"11
1
L-1.4
2
L-1.4
3
L-1.4
4
L-1.4
New Hanover County Tree Removal Mitigation Worksheet
Aggregate Inches
at DBH
Specimen Trees Identified for Removal (Varience Required)
Live Oak 36" or Larger 0
Pond Cypress 36" or Larger 0
Bald Cypress 36" or Larger 0
Required Mitigation Inches 0
Native Trees Identified to be Retained On-Site
Native Unregulated Trees a Minimum of 2" DBH 0
Dogwoods, American Hollies 2-4" DBH 0
Long Leaf Pine, Pond Cypress, Bald Cypress, Native Hardwoods 2-8" DBH 95
Other Native Conifers 2-12" DBH 189
Native Documented Trees
Dogwoods, American Hollies 4-8" DBH 0
Long Leaf Pine, Pond Cypress, Bald Cypress, Native Hardwoods 8-18" DBH 242
Other Native Conifers 12-24" DBH 92
Existing Trees Growing Mature in Native Forest 0
Existing Trees Growing in Stands in Natural Clusters 171
Total 789
Adjusted Mitigation Inches -1183.5
Significant Trees Identified for Removal
Dogwoods, Magnolias, Native Flowering Trees, American Hollies 8" DBH and Larger 0
Non-Specimen Long Leaf Pine, Pond Cypress, Bald Cypress, Hardwoods 18" DHB or larger 0
Other Conifers 24" or Larger 55
Required Mitigation Inches 110
Trees Identified to be Retained On-Site
Native Unregulated Trees a Minimum of 2" DBH 0
Non-Native Unregulated Trees a Minimum of 2" DBH 0
Documented Trees
Dogwoods, American Hollies, 4-8" DBH 0
Long Leaf Pine, Pond Cypress, Bald Cypress, Native Hardwoods 8-18" DBH 242
Non-Native Hardwoods 8-18" DBH 25
Other Native Conifers 12-24" DBH 92
Non-Native Conifers 12-24" DBH 0
Existing Trees Growing in Mature Native Forests
Aggregate Inches (Determination by Certified Aroborists or NC Licensed Forester Required)0
Existing Trees Growing in Stands or Natural Clusters
Stands or Clusters of Primarily Native Species (Determination by Certified Aroborists or NC
Licensed Forester Required)171
Stands or Clusters of Primarily Non-Native Species (Determination by Certified Aroborists or NC
Licensed Forester Required)0
Total Native Inches 789
Total Non-Native Inches 25
Total Inches Used to Off-Set Specimen Tree Mitigation 814
Total Adjusted Mitigation Inches -1098.5
Replacement Inches that Cannot be Accomedated On-Site 0
Fee In-Lieu Required (Based on Mitigation Fee of $200 per inch in County Fee Schedule $0
Note: If inches retained on site are greater than inches removed then total adjusted
mitigation inches will be negative
L-1.5
13 OF 18
LA
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A
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D
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A
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L
S
No
.
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L
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.
S
U
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1
0
8
R
A
L
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,
N
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2
7
6
1
5
|
J
O
S
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@
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T
R
O
N
G
R
O
C
K
E
N
G
I
N
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I
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G
.
C
O
M
NO
T
F
O
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CO
N
S
T
R
U
C
T
I
O
N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
7
L-1.5
8
L-1.5
5
L-1.5
6
L-1.5
D-1.0
14 OF 18
SI
T
E
D
E
T
A
I
L
S
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
O
J
E
C
T
BY
RE
V
I
S
I
O
N
S
DA
T
E
AS
S
H
O
W
N
DRAWING
SHEET
SE
A
L
:
ST
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
G
R
O
U
P
,
P
L
L
C
|
C
O
M
P
A
N
Y
L
I
C
E
N
S
E
#
P
-
2
1
6
6
68
0
1
F
A
L
L
S
O
F
N
E
U
S
E
R
D
.
S
U
I
T
E
1
0
8
R
A
L
E
I
G
H
,
N
C
2
7
6
1
5
|
J
O
S
H
@
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T
R
O
N
G
R
O
C
K
E
N
G
I
N
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E
R
I
N
G
.
C
O
M
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
D-1.1
15 OF 18
SI
T
E
D
E
T
A
I
L
S
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
O
J
E
C
T
BY
RE
V
I
S
I
O
N
S
DA
T
E
AS
S
H
O
W
N
DRAWING
SHEET
SE
A
L
:
ST
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
G
R
O
U
P
,
P
L
L
C
|
C
O
M
P
A
N
Y
L
I
C
E
N
S
E
#
P
-
2
1
6
6
68
0
1
F
A
L
L
S
O
F
N
E
U
S
E
R
D
.
S
U
I
T
E
1
0
8
R
A
L
E
I
G
H
,
N
C
2
7
6
1
5
|
J
O
S
H
@
S
T
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
D-2.0
16 OF 18
ST
O
R
M
D
R
A
I
N
D
E
T
A
I
L
S
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
O
J
E
C
T
BY
RE
V
I
S
I
O
N
S
DA
T
E
AS
S
H
O
W
N
DRAWING
SHEET
SE
A
L
:
ST
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
G
R
O
U
P
,
P
L
L
C
|
C
O
M
P
A
N
Y
L
I
C
E
N
S
E
#
P
-
2
1
6
6
68
0
1
F
A
L
L
S
O
F
N
E
U
S
E
R
D
.
S
U
I
T
E
1
0
8
R
A
L
E
I
G
H
,
N
C
2
7
6
1
5
|
J
O
S
H
@
S
T
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
D-2.1
17 OF 18
ST
O
R
M
D
R
A
I
N
D
E
T
A
I
L
S
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
O
J
E
C
T
BY
RE
V
I
S
I
O
N
S
DA
T
E
AS
S
H
O
W
N
DRAWING
SHEET
SE
A
L
:
ST
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
G
R
O
U
P
,
P
L
L
C
|
C
O
M
P
A
N
Y
L
I
C
E
N
S
E
#
P
-
2
1
6
6
68
0
1
F
A
L
L
S
O
F
N
E
U
S
E
R
D
.
S
U
I
T
E
1
0
8
R
A
L
E
I
G
H
,
N
C
2
7
6
1
5
|
J
O
S
H
@
S
T
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
D-2.2
18 OF 18
ST
O
R
M
D
R
A
I
N
D
E
T
A
I
L
S
No
.
CH
E
C
K
E
D
B
Y
SC
A
L
E
DE
S
I
G
N
E
D
B
Y
DR
A
W
N
B
Y
ST
R
O
N
G
R
O
C
K
P
R
O
J
E
C
T
BY
RE
V
I
S
I
O
N
S
DA
T
E
AS
S
H
O
W
N
DRAWING
SHEET
SE
A
L
:
ST
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
G
R
O
U
P
,
P
L
L
C
|
C
O
M
P
A
N
Y
L
I
C
E
N
S
E
#
P
-
2
1
6
6
68
0
1
F
A
L
L
S
O
F
N
E
U
S
E
R
D
.
S
U
I
T
E
1
0
8
R
A
L
E
I
G
H
,
N
C
2
7
6
1
5
|
J
O
S
H
@
S
T
R
O
N
G
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
.
C
O
M
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
JW
L
SR
G
JW
L
PROGRESS PLOT DATE: 06/14/2023
BA
I
L
E
Y
S
H
O
P
P
E
S
WI
L
M
I
N
G
T
O
N
,
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S