20190912 Ver 1_Phase 1A Plans_20190708

REEDY CREEK ROAD (SR1332)L
A
S
S
I
T
E
R

R
O
A
D

(
S
R
1
3
3
5
)REEDY CREEK
ROAD

(SR
1
3
3
2
)OLD BARBOUR ROAD (SR1329)ROAD "D"
PRIOR
PHASE 1
FUTURE
PHASE 2
FUTURE
PHASE 3
ROAD
"
B
"
N62°
0
1'
2
2
"
E
1537.
4
5'
N83° 13' 12"E 333.79'
PROJECT PLAN
1 inch = 500 ft.
GRAPHIC SCALE
VICINITY MAP
(NTS)
SITE
ROAD DATA TABLE
LINEAR FOOTAGE ROAD "B" 284 LF
LINEAR FOOTAGE ROAD "D"1,344 LF
30 LOTS
WATER SUPPLY STATEMENT:
WATER FOR THIS DEVELOPMENT PROVIDED BY JOHNSTON COUNTY UTILITIES DEPARTMENT (JOCO).
SEWER SUPPLY STATEMENT:
SEWER FOR THIS DEVELOPMENT PROVIDED BY ON SITE INDIVIDUAL SEPTIC SYSTEMS.
Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
R
BEVERLY SUBDIVISION
JUNE 20, 2019
OWNER:
THOMAS AND LYNN BEVERLY
5016 ELAINE AVE
RALEIGH, NC 27604

SITE PERMIT PLAN
PHASE 1A
FOUR OAKS, NC
JOHNSTON COUNTY
CLIENT:
SMITH DOUGLAS
2520 RELIANCE AVENUE
APEX, NC 27539
MORGAN BRYAN
919-369-1842
SITE ADDRESS:
1585 REEDY CREEK ROAD
FOUR OAKS, NC
JOHNSTON COUNTY
PROJECT NUMBER:170165 COVER
TX ID: 4676988 ACREAGE: 28.197
TX ID: 4719665 ACREAGE: 199.796
TX ID: 4677446 ACREAGE: 3.094
C000-1A COVER
C001-1A NOTES AND ABBREVIATIONS
C101-1A EXISTING CONDITIONS
C102-1A PHASE DEVELOPMENT PLAN
C200-1A OVERALL SHEET KEY
C201-1A SITE AND WATER PLANS
C202-1A SITE AND WATER PLANS
C203-1A SITE AND WATER PLANS
C301-1A GRADING AND STORM PLANS
C302-1A GRADING AND STORM PLANS
C303-1A GRADING AND STORM PLANS
C501-1A PLAN AND PROFILE ROAD "B"
C502-1A PLAN AND PROFILE ROAD "D"
C601-1A EROSION CONTROL PLAN
C801-1A WATER DETAILS
C802-1A WATER DETAILS
C803-1A EROSION NOTES & DETAILS
DRAWING LIST
C804-1A EROSION NOTES & DETAILS
ISS. NO.DESCRIPTION DATE
1 REVISED PER 11/26/18 JOHNSTON COUNTY UTILITIES COMMENTS.11/27/18
D101-1A DRAINAGE AREA MAP
C805-1A PAVING & DRAINAGE DETAILS
2 REVISED PER JOHNSTON COUNTY & NCDOT COMMENTS.3/14/19
SECTIONSECT.
THICKTK
SIDEWALKS/W
MECHANICAL JOINTMJ
EASEMENTESMT
PAVEMENTPVMT
AGGREGATE BASE COURSEA.B.C.
ALGEBRAIC DIFFERENCEA.D.
RIGHTRT
PERMANENTPERM.
HIGHWAYHWY.
STATE ROADSR
CHORDCH
SQUARE FEETSF
ABOVE FINISHED FLOORA.F.F.
BACK TO BACKB-B
DEGREE OF CURVATUREDc
WIDTHW
DEPTH / DEEPD
FUTUREFUT
PROPOSEDPROP.
PITO
PS POINT OF SWITCH
CLASSCL.
JUNCTION BOXJB
STORM DRAIN MANHOLESDMH
SSMH SANITARY SEWER MANHOLE
SEDIMENTSED.
TEMPORARY SEDIMENT TRAPTST
TEMPORARYTEMP.
UNDER GROUNDU/G
AREAA
FACE OF CURBFOC
BACK OF CURBBOC
CURB AND GUTTERC&G
HD HEAVY DUTY
CORRUGATED STEEL PIPECSP
CORRUGATED PLASTIC PIPECPP
REINFORCED CONCRETE PIPERCP
FLARED END SECTIONFES
CURB INLETCI
DROP INLETDI
OVERHEAD ELECTRICOHE
GENERATORGEN
SEWERSEW
CONSTRUCTIONCNST
ASSEMBLYASSY.
FIRE HYDRANT ASSEMBLYFHA
BEARINGBEAR.
HORIZONTAL
HIGH POINT
INCH(ES)
INVERT
HIGH WATER LEVEL
INSIDE DIAMETERID
INV.
IN
HOR(IZ).
HP
HWL
FLEXIBLE
FIRE HYDRANT
FEET
FORCE MAIN
FLANGE
FLOW INDICATOR
FINISHED FLOOR ELEVATION
GAUGE
GALLON
GALVANIZED
GUTTER LINE
HEXAGONAL
GATE VALVE
G/L
HEX.
GAL.
GALV.
GA
GV
FLEX.
FT
FM
FL
FI
FH
FFE
VERTICAL CURVE
UNDER GROUND ELECTRIC
UV
VC
VERT.
V
TYP.
UGE
ULTRAVIOLET
VERTICAL
VALVE
TYPICAL
STAINLESS STEEL
TOP OF GRATING
STANDARDSTD.
TEL.
T.O.
T/S
T/G
T/W
STL
T/C
TELEPHONE
TOP OF...
TOP OF WALL
TOP OF SLAB
TOP OF CURB
STEEL
SEC
SHT. / SH.
SPEC.
SS
STA.
SQ.
S
SCH
SAN
SECONDS
SQUARE
STATION
SHEET
SPECIFICATION
SANITARY
SCHEDULE
SOUTH
CULVERTCULV.
DEGREE(S)
DIAMETER
DELTA ANGLE
DOWN
DETAIL
EAST
EACH
ELEVATION
FLOOR DRAIN
EXISTING
ELECTRICAL
DRAWING(S)
EDGE OF PAVEMENT
DUCTILE IRON PIPE
DWG(S).
ELEC.
EX/EXIST
F.D.
EOP
EL/ELEV
EA.
E
DIP
DN
DET
Ø / DIA.
°
CATCH BASIN
BUILDING
BOTTOM
CENTERLINE
CUBIC FEET
COMPANY
COLUMN
CONNECTION
CONCRETE
CLEAN-OUT
CUBIC FEET PER MINUTE
CENTER TO CENTERC-C
C.O.
CONC.
CONN
CO.
COL
CFM
CF
CB
LC
BLDG.
BOT.
AT
APPROXIMATE
ACRE
ARCHITECTURAL
@
APPROX.
ARCH.
AC
NORTHN
POINT OF INTERSECTION
POUNDS PER SQUARE INCH
PROPERTY LINE
POINT OF TANGENCY
POLYVINYL CHLORIDE
POINT OF VERTICAL TANGENCY
RIGHT OF WAY
POINT OF VERTICAL CURVATURE
RAILROAD
POINT OF VERTICAL INTERSECTION
PVC
RD
REQ'D.
R/W
RED.
RR
P.V.T.
P.V.I.
P.V.C.
R
ROAD
REQUIRED
REDUCER
RADIUS
PT
PSI
PT
PI
PL
POINT
NOT IN CONTRACT
NATIONAL ELECTRICAL
OUTSIDE DIAMETER
NOT TO SCALE
ON CENTER(S)
POINT OF CURVATURE
OPNG
PC
NTS
O.D.
OPER
O.C.
OPENING
OPERATION
NEMA
N.I.C.
MANUFACTURER
MILE
MH
MI
# / NO.
MIN.
MAX.
MFR.
MECH.
MANHOLE
NUMBER
MINIMUM
MAXIMUM
MECHANICAL
FIBER OPTIC SIGNAL CABLEFOSC
FIBER OPTIC CABLEFO
TRAFFIC SIGNAL BOXTSBGUY WIRE/ANCHORGW
AREA LIGHTAL
SSCO SANITARY SEWER CLEANOUT
IRRIGATION CONTROL VALVEICV
SP SERVICE POLE
MANUFACTURERS ASSOCIATION
ABBREVIATIONS
CRUSHED AGGREGATE BASE COURSEC.A.B.C.
DEED BOOKDB
DRIVEWAYD/W
FIBER OPTIC POSTFOP
NOW OR FORMERLYN/F
PLAT BOOKPB
POINT OF INTERSECTION - TURN OUT
PAGEPG
RESTRAINED JOINTRJ
TP TELEPHONE PEDESTAL
GENERAL SITE/CIVIL NOTES
1.THE CONTRACTOR SHALL CONTACT THE NC ONE CALL CENTER, AT 1-800-632-4949, AT LEAST 48 HOURS BEFORE THE
START OF CONSTRUCTION.
2.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS OPERATIONS TO EXISTING UTILITIES
AND FACILITIES WHICH ARE NOT INCLUDED AS PART OF THE INTENDED WORK. DAMAGED UTILITIES AND FACILITIES
SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, TO THE SATISFACTION OF THE OWNERS' REPRESENTATIVE,
AT NO ADDITIONAL COST TO THE OWNER.
3.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS WITH ANY AND ALL OTHER CONSTRUCTION
ACTIVITIES WHICH MAY BE OCCURRING SIMULTANEOUSLY ON THE SITE. LACK OF COORDINATION ON THE
CONTRACTOR'S PART RESULTING IN EXTRA WORK OR SCHEDULE DELAYS SHALL NOT CONSTITUTE A CHANGE ORDER.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER IMMEDIATELY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE AT NO ADDITIONAL COST TO THE OWNER, FOR MAINTENANCE OF ALL
EROSION CONTROL MEASURES UNTIL SUCH TIME AS THE APPROPRIATE STATE, COUNTY, OR MUNICIPAL AUTHORITY
RELEASES THE SITE AT WHICH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES
AS DIRECTED BY THE ENGINEER.
6.CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
CORRESPONDING SECTIONS OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL, LATEST EDITION AND THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
7.THE LOCATION OF ALL STRUCTURES SHOWN REPRESENTS THE BEST INFORMATION AVAILABLE TO THE ENGINEER AT
THE TIME OF THE SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION, SIZE, AND TYPE OF ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION
(AS DIRECTED BY THE ENGINEER) OF ANY CONFLICTING UNDERGROUND UTILITIES, IF REQUIRED, AT NO ADDITIONAL
COST TO THE OWNER. IT IS ADVISABLE THE CONTRACTOR VISIT THE SITE PRIOR TO BIDDING AND BECOME FAMILIAR
WITH THE SITE AND ANY POTENTIAL CONFLICTS.
8.THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE LAYOUTS AND STAKING AND THE COST THEREOF SHALL BE INCLUDED
IN HIS BID.
9.THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE
CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO THE NORMAL WORKING HOURS.
THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXEMPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
10.ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY
RESTORED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.
11.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT
NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY THE ENGINEER AND/OR THE ENGINEER'S
REPRESENTATIVE(S) SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION
PROCEDURES.
12.ALL WORK WITHIN NCDOT RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES. THE CONTRACTOR SHALL ABIDE BY THE NCDOT DRIVEWAY AND
ENCROACHMENT PERMITS AND THEIR CONDITIONS.
13.SITE DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE JOHNSTON COUNTY ZONING ORDINANCE.
14.THE CONTRACTOR SHALL NOTIFY JOHNSTON COUNTY PUBLIC UTILITIES 48 HOURS PRIOR TO MAKING ANY CONNECTION
TO JOHNSTON COUNTY WATER OR SEWER LINES.
15.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADHERING TO ALL OSHA SAFETY REQUIREMENTS, INCLUDING
TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION.
GENERAL UTILITY NOTES
1.THE APPROXIMATE LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR
SHALL VERIFY THE TRUE LOCATION PRIOR TO COMMENCING WORK. IN THE EVENT A CONFLICT OR POTENTIAL CONFLICT IS
IDENTIFIED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
2.THE CONTRACTOR SHALL COORDINATE ALL WORK AFFECTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY OWNER.
ALL DETAILS OF CONSTRUCTION AND/OR RELOCATION SHALL BE APPROVED BY THE UTILITY OWNERS AND OTHER
APPROVING AGENCIES, IF REQUIRED.
3.PROTECTION OF ALL EXISTING STRUCTURES TO REMAIN DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
4.ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE JOHNSTON COUNTY WATER DISTRIBUTION AND
WASTEWATER COLLECTION AND CONSTRUCTION STANDARDS, AND WITH NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY.
5.RELATION BETWEEN WATER MAINS AND SEWER LINES:
A.HORIZONTAL AND VERTICAL SEPARATION:
1.)WATERLINES SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER LINE.
THE DISTANCE SHALL BE MEASURED FROM EDGE TO EDGE. IF AN OBSTRUCTION PROHIBITS A 10-FOOT
SEPARATION, THE CONTRACTOR SHALL CONTACT THE ENGINEER. INSTALLATION OF THE WATER MAIN CLOSER
TO A SEWER LINE IS ALLOWED PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN
UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THE BOTTOM OF
THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER.
2.)IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANY
TIME THE SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SEWER LINE MUST BE CONSTRUCTED
OF FERROUS PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND PRESSURE TESTED TO 150
PSI (MINIMUM) TO ASSURE WATER-TIGHTNESS BEFORE BACKFILLING.
B.CROSSINGS
1.)FOR WATER MAINS CROSSING UNDER SEWER LINES: LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE EDGE OF THE WATER MAIN AND THE OUTSIDE EDGE OF THE
SEWER LINE. THE CROSSING SHALL BE ARRANGED SO THAT ONE 20-FOOT SECTION OF WATERLINE SHALL BE
CENTERED AT THE CROSSING. ONE OF THE FOLLOWING METHODS MUST THEN BE UTILIZED AS DIRECTED BY THE
ENGINEER:
I.)THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED
AT 150 PSI TO ASSURE WATER-TIGHTNESS PRIOR TO BACKFILLING OR,
II.)EITHER THE WATER MAIN OR SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS
10-FEET BEYOND BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE
CARRIER PIPE SHALL BE OF A MATERIAL APPROVED BY THE REGULATORY AGENCY FOR USE IN WATER MAIN
CONSTRUCTION.
2.) FOR WATER MAINS CROSSING OVER A SEWER LINE: LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE EDGE OF THE WATER MAIN AND THE OUTSIDE EDGE OF THE
SEWER. IN AN 18-INCH MINIMUM VERTICAL SEPARATION CANNOT BE MET, THEN THE WATERLINE SHALL BE
CONSTRUCTED OF A FERROUS MATERIAL WITH ONE 20-FOOT SECTION OF PIPE CENTERED AT THE CROSSING.
ONE OF THE CROSSING CONSTRUCTION METHODS ABOVE: 6.B.1.)I) OR II) SHALL BE UTILIZED.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING RECORDS AND SUBMIT AS BUILT DRAWINGS FOR UTILITIES.
7.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CONCRETE STRUCTURES, CASTINGS AND PIPING MATERIALS FOR
APPROVAL PRIOR TO PURCHASING. ENGINEER SHALL HAVE 10 DAYS TO REVIEW INITIAL SUBMITTALS AND 5 DAYS FOR
RE-SUBMITTALS.
FOR THE PURPOSE OF THE FOLLOWING NOTES:
·"CONTRACTOR" REFERS TO GENERAL CONTRACTOR
·"OWNER" REFERS TO SMITH DOUGLAS HOMES OR ITS AUTHORIZED AGENTS
·"ENGINEER" REFERS TO BATEMAN CIVIL SURVEY COMPANY.
GENERAL GRADING NOTES
1.ALL PROPOSED ELEVATIONS SHOWN HEREIN ARE FINISHED GRADE ELEVATIONS.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SEWER RIM ELEVATIONS IN RELATION TO PROPOSED GRADE
PRIOR TO INSTALLATION. ALL EXISTING MANHOLE COVERS, CATCH BASINS, VALVE COVERS, ETC. THAT ARE TO REMAIN
SHALL BE ADJUSTED (RAISED OR LOWERED) TO FINISHED GRADE.
3.CLEAR AND GRUB SITE TO GRADING LIMITS SHOWN ON THE SITE GRADING PLANS.
4.ALL TOPSOIL AND UNSUITABLE FILL MATERIAL SHALL BE REMOVED PRIOR TO PLACEMENT OF SUBBASE MATERIAL AS
DIRECTED BY THE OWNER'S REPRESENTATIVE.
5.ALL EXCAVATED MATERIAL PLACEMENT TO BE COORDINATED WITH THE OWNER FOR AVAILABLE SPOIL LOCATIONS.
6.ALL MATERIAL THAT IS UNSUITABLE FOR GRADING/EMBANKMENT WILL BE RELOCATED OFF-SITE BY THE CONTRACTOR
TO A SUITABLE LOCATION AS DIRECTED BY THE OWNER IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.
7.AREAS SCHEDULED FOR EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES,
VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL.
8.ALL EMBANKMENTS SHALL BE COMPACTED AS SPECIFIED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE
OR OTHER RELATED PROBLEMS.
9.FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO
EMBANKMENT SLOPES OF STRUCTURAL FILLS.
10.AREAS WHICH ARE TO BE TOP-SOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF THREE INCHES PRIOR TO
PLACEMENT OF TOPSOIL.
11.THE PROPOSED CONTOURS AND GRADIENTS ARE APPROXIMATE. THE ELEVATIONS SHOWN ARE FOR FINISH GRADE
ASPHALT AND FINISH GROUND.
12.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AND AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL
MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION.
DRAINAGE NOTES
1.CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE
DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED AS A RESULT OF THIS CONSTRUCTION SHALL BE CORRECTED BY
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM
DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS SHALL BE MAINTAINED AT ALL TIMES.
2.CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL
TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY
OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3.ALL PIPES, DRAINAGE INLETS AND OTHER STRUCTURES UNCOVERED DURING CONSTRUCTION SHALL BE INSPECTED BY
THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL
COST TO THE OWNER, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED
WITHOUT SUCH INSPECTION.
4. ELEVATIONS GIVEN FOR CATCH BASINS ARE MEASURED AT THE TOP OF CURB AT THE CENTER OF STRUCTURE.
ELEVATIONS FOR MANHOLES, JUNCTION BOXES AND DROP INLETS ARE MEASURED AT THE CENTER OF GRATE
COVER.
5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CONCRETE STRUCTURES, CASTINGS AND PIPING MATERIALS
FOR APPROVAL PRIOR TO PURCHASING. ENGINEER SHALL HAVE 10 DAYS TO REVIEW INITIAL SUBMITTALS AND 5 DAYS
FOR RESUBMITTALS.
VEGETATION
1.PRIOR TO REMOVING ANY TREES, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE ENGINEER TO
REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE TREES REQUIRED TO DO THE WORK.
2.TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH
THE APPROVAL OF THE OWNER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH
THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY
CONTRACTOR AT NO ADDITIONAL COST.
3.TREES CUT DOWN SHALL BE COMPLETELY REMOVED, INCLUDING THEIR ROOTS.
4.ON-SITE BURNING IS NOT PERMITTED.
5.THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS OFF SITE AT AN APPROVED DISPOSAL FACILITY. DEBRIS
INCLUDES, BUT IS NOT LIMITED TO, TREES, ROOTS AND STUMPS.
TRAFFIC AND SIGNAGE
1.THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGGERS OR OTHER DEVICES AS NECESSARY TO
PROVIDE FOR SAFETY.
2.THE CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ALL PROPERTY OWNERS ALONG THE
PROJECT ALIGNMENT.
3.THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC PATTERNS WHEN POSSIBLE. IF CONSTRUCTION ACTIVITIES
DEEM NECESSARY, THE CONTRACTOR SHALL UTILIZE TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE FEDERAL,
STATE AND LOCAL AGENCIES TO MAINTAIN SAFE TRAFFIC FLOW.
4.CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FIVE (5) BUSINESS DAYS IN ADVANCE OF BLOCKING ANY ENTRANCE.
NO ENTRANCE SHALL BE BLOCKED MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF
THE PROPERTY OWNER.
EARTHWORK AND SITE CONDITIONS
1.UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, IN AREAS OUTSIDE OF NCDOT RIGHT-OF-WAYS,
ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY
AASHTO-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE
FILL. ALL FILL MATERIAL UNDER PAVED AREAS SHALL BE NCDOT #21B CRUSHED STONE, APPROVED SOIL, OR SELECTED
MATERIAL, 95% COMPACTED WITH CBR OF 30, COMPACTED IN 6-INCH DEEP LIFTS AS DIRECTED BY THE PROJECT
INSPECTOR.
2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING WORK, AND
IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
3.TOPSOIL STOCKPILED FROM CLEARING AND GRUBBING SHALL BE FREE FROM ROOTS, BRUSH, DEBRIS AND ROCKS.
EXCESS STOCKPILED TOPSOIL MAY BE PLACED ON SITE AT THE DIRECTION OF THE ENGINEER OR DISPOSED OF
OFFSITE.
4.THE CONTRACTOR SHALL USE QUALITY STRUCTURAL FILL DIRT AS REQUIRED TO COMPLETE THE WORK AS SOWN ON
THE PLANS. IMPORTED FILL DIRT SHALL BE TESTED BY A REGISTERED GEOTECHNICAL ENGINEER IN NORTH CAROLINA
AND THE RESULTS SUBMITTED TO THE ENGINEER PRIOR TO IMPORTING AND PLACING ANY FILL MATERIAL.
5.UNSUITABLE MATERIAL PLACED AS FILL WILL BE REMOVED AND REPLACED WITH APPROVED MATERIAL AT THE
CONTRACTORS EXPENSE.
6.FILL SHALL BE PLACED AND COMPACTED ACCORDING TO NC DOT STANDARD SPECIFICATIONS. THIS ALSO APPLIES TO
AREAS OUTSIDE OF THE DOT RIGHT-OF-WAY.
WORK IN NCDOT RIGHTS OF WAY
1.ALL WORK WITHIN NCDOT RIGHTS-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
NCDOT “ROADWAY STANDARD DRAWING” AND “STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.” THIS
INCLUDES LANE CLOSURES, ROAD CLOSURES, POSITIVE PROTECTION AND/OR ANY OTHER WARNING OR POSITIVE
PROTECTION DEVICES NECESSARY FOR THE SAFETY OF THE ROAD USERS DURING CONSTRUCTION AND ANY
SUBSEQUENT MAINTENANCE. WHEN THERE IS NO GUIDANCE PROVIDED IN THE ROADWAY STANDARD DRAWINGS OR
SPECIFICATIONS, THE CONTRACTOR SHALL COMPLY WITH THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS.”
2.THE CONTRACTOR SHALL FOLLOW ALL SPECIAL PROVISIONS INCLUDED AS PART OF THE RIGHT-OF-WAY ENCROACHMENT
AGREEMENT AND DRIVEWAY CONSTRUCTION PERMIT.
3.THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) TEN WORKING
DAYS IN ADVANCE OF INITIATING EITHER OPEN-CUT OR JACK-AND-BORE INSTALLATION OF PIPELINE WITHIN/UNDERNEATH
ANY COUNTY ROAD FOR LAYING THE NEW WATER MAIN.
4.DURING NON-WORKING HOURS, EQUIPMENT SHALL NOT BE PARKED IN THE RIGHT-OF-WAY.
5.ALL FILL AREAS/BACKFILL IN NCDOT RIGHTS-OF-WAY SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITH
AASHTO T99 AS MODIFIED BY THE NCDOT. ALL MATERIAL TO A DEPTH OF 8-INCHES BELOW THE FINISHED SURFACE OF
THE SUBGRADE SHALL BE COMPACTED TO A DENSITY EQUAL TO AT LEAST 100% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T99 AS MODIFIED BY THE DEPARTMENT. THE SUBGRADE
SHALL BE COMPACTED AT A MOISTURE CONTENT WHICH IS APPROXIMATELY THAT REQUIRED TO PRODUCE THE
MAXIMUM DENSITY INDICATED BY THE ABOVE TEST METHOD. THE CONTRACTOR SHALL DRY OR ADD MOISTURE TO THE
SUBGRADE WHEN REQUIRED TO PROVIDE A UNIFORMLY COMPACTED AND ACCEPTABLE SUBGRADE.
6.DISTURBED OR DAMAGED STRUCTURES WITHIN THE NCDOT RIGHT-OF-WAY INCLUDING SIGNAGE, GUIDERAILS, AND
DRAINAGE STRUCTURES SHALL BE RESTORED TO ITS ORIGINAL CONDITION. RIGHT-OF-WAY MONUMENTS DISTURBED
DURING CONSTRUCTION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND RESET AFTER CONSTRUCTION.
7.ACCESS, PARKING, OR MATERIAL STORAGE SHALL NOT BE ALLOWED ALONG ANY STATE-MAINTAINED ROADWAY WITHOUT
FIRST RECEIVING APPROVAL FROM THE NCDOT.
8.DIRECTIONAL DRILLING / BORING UNDER NCDOT ROADWAYS:
-UNDER NO CONDITION SHALL JETTING ALONG OR WET BORING WITH WATER OF UTILITY PIPELINES BE
ALLOWED.
-DIRECTIONAL BORING USING JETTING WITH BENTONITE (OR EQUIVALENT MATERIAL) SLURRY IS APPROVED AT
A MINIMUM DEPTH OF THREE-FEET (COVER) BELOW THE GROUND SURFACE AND OUTSIDE THE THEORETICAL 1:1
SLOPE FROM THE EXISTING EDGE OF PAVEMENT EXCEPT WHERE THE PARALLEL INSTALLATION CROSSES A
PAVED ROADWAY.
-DIRECTIONAL BORES ARE NOT ALLOWED BENEATH BRIDGE FOOTINGS, CULVERT WING-WALL FOOTINGS, OR
RETAINING WALLS.
-THE TIP OF THE DRILL STRING SHALL HAVE A CUTTER HEAD.
-DETECTION WIRE SHALL BE INSTALLED WITH NON-FERROUS MATERIAL.
-ALL DIRECTIONAL BORES SHALL MAINTAIN A MINIMUM DISTANCE OF 5-FEET FROM THE NEAREST PART OF PIPE
CULVERTS AND BOX CULVERTS AND TEN-FOOT MINIMUM CLEARANCE FROM BRIDGES AND FOOTINGS.
-OVER-BORING SHALL NOT BE MORE THAN TWO-INCHES GREATER THAN THE DIAMETER OF EITHER THE PIPE OR
ENCASEMENT. AN OVERBORE GREATER THAN TWO-INCHES WILL BE CONSIDERED IF THE ENCROACHMENT
AGREEMENT INCLUDES A STATEMENT SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF NORTH CAROLINA THAT SAID OVERBORE WILL NOT DAMAGE EITHER THE PAVEMENT OR
SUBGRADE.
9.THE CONTRACTOR SHALL PERFORM AND PROVIDE COPIES TO THE ENGINEER OF ALL REQUIRED COMPACTION TESTS,
CONCRETE CYLINDER TESTS AND ASPHALT TESTS.
10.ALL MATERIALS SHALL BE FROM A NCDOT CERTIFIED PLANT.
CURVE COEFFICIENTK
LINEAR FEETLF
JUNCTION BOXJB
WIDEWD
LIGHT DUTYLD
YARD INLETYI
WATER LINEW/L
LONG
LENGTH
POUND(S)
LIGHT POLE
LEFT
LOW WATER LEVEL
L
LWL
LT
LG
LB
LP
WELDED WIRE FABRIC
YARD HYDRANT
WATER SURFACE ELEVATION
WWF
YR
YH
YD
W/
WL
WSE
W
YEAR
YARD
WATER LEVEL
WITH
WEST
WATER VALVEWV
WATER METERWM
PROJECT SPECIFIC NOTES
1.CONTRACTOR SHALL COORDINATE WITH U.S. POSTMASTER FOR SPECIFICATIONS AND
DETAILS OF CONSTRUCTION AND LOCATION OF MAIL KIOSK.
2.THIS PLAN SHALL BE CONSTRUCTED IN PHASES. CONTRACTOR SHALL PROVIDE ADEQUATE
UTILITY AND ROADWAY CONNECTIONS TO FACILITATE THE CONNECTING PHASES.
Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AJOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROADC001-1A
.170165
06-20-19
TSS
TSS
JTB
RAJNOTES AND ABBREVIATIONSBEVERLY SUBDIVISIONPHASE 1ANONE
N/F
164300-38-1113
BEVERLY, THOMAS E.
BOOK 00983 , PAGE 0766
ZONED: AR
N/F
164300-37-7126
RAINS, KENNETH WAYNE
BOOK , PAGE
ZONED: AR
N/F
164300-37-1533
MESERVE, RICHARD H.
MESERVE, BARBARA J.
BOOK 04061, PAGE 0567
ZONED: AR
N/F
164300-27-7327
MESERVE, RICHARD H.
MESERVE, BARBARA J.
BOOK 04007, PAGE 0407
ZONED: AR
N/F
164300-27-6173
MESERVE, RICHARD H.
MESERVE, BARBARA J.
BOOK 04007, PAGE 0407
ZONED: AR
164300-26-8483
AMAZING ACRES LLC
BOOK 04410, PAGE 0887
ZONED: AR
N/F
164300-35-6819
COBB, CATHRINE S LIFE ESTATE
WEAVER, GINA COBB REMAINDER
BOOK 03336, PAGE 0987
ZONED: AR
N/F
164300-45-5363
ANERETSKY, LINDA B.
BARBOUR, DAVID M.
BOOK , PAGE
ZONED: AR
N/F
164300-42-5751
REEDY CREEK GOLF
COURSE, INC.
BOOK 01059, PAGE 0788
ZONED: AR
N/F
164300-13-4825
HOLLOWAY, CARL OWEN
BOOK 04143, PAGE 0923
ZONED: AR
N/F
164300-04-9885
BARBOUR, DONALD RAY
BARBOUR, KATHRYN D.
BOOK 03638, PAGE 0857
ZONED: AR
163300-96-8268
COOK, LUCILLE BARBOUR
BOOK 03638, PAGE 0859
ZONED: AR
N/F
163300-96-8268
COOK, LUCILLE BARBOUR
BOOK 03638, PAGE 0859
ZONED: AR
N/F
164300-06-3558
BYRD, DONALD WAYNE
BOOK 01605, PAGE 0347
ZONED: AR
N/F
164300-06-1708
BARNES, ARTHUR B.
BARNES, ROCHELLE
BOOK 02189, PAGE 0634
ZONED: AR
N/F
163300-97-4660
EMANUEL, ROBERT L.
BOOK 00989, PAGE 0338
ZONED: AR
164300-08-3283
EMANUEL, ROBERT L.
BOOK 00978, PAGE 0435
ZONED: AR
164300-17-2146
BEVERLY, THOMAS E.
BEVERLY LYNN
BOOK 00983 , PAGE 0754
ZONED: AR
199.797 AC
8,703,155.59 SF
N/F
164300-29-7061
M FAMILY INVESTMENTS, LLC
BOOK 04711 , PAGE 0591
ZONED: AR
N/F
164315-54-1014
EDWARDS, STEPHEN DEAN
EDWARDS, CINDY E.
BOOK 02139, PAGE 0306
ZONED: AR
N/F
164315-43-4566
REEDY CREEK GOLF
COURSE, INC.
ZONED: ARREEDY CREEK
ROAD

(SR
1
3
3
2
)
6
0
'
PUB
L
IC
ROWOLD BARBOUR ROAD (SR1329)60' PUBLIC ROWLA
S
S
I
T
E
R

R
O
A
D

(
S
R
1
3
3
5
)
50
'

P
U
B
L
I
C

R
O
W
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
NORTH
BK. 00983, PG. 0754
UNSUITABLE SOIL FOR SEPTIC USE
WATER BUFFER OR WETLAND
PARCEL PROPERTY LINE
PROPOSED SUBDIVISION OUTER
BOUNDARY PROPERTY LINE
LEGEND
Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AJOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROADC101-1A
.170165
06-20-19
TSS
TSS
JTB
RAJEXISTING CONDITIONSBEVERLY SUBDIVISIONPHASE 1A1"=300'
EXISTING BUILDINGS
TO BE DEMOLISHED
EXISTING POND
TO BE REMOVED
EXISTING POND
TO REMAIN
WATER SURFACE
BUFFER 50'
(TYPICAL)
UNSUITABLE TOPO
OR SOILS FOR SEPTIC
(TYPICAL)
EXISTING 12" PVC WATER LINE
(DATA FROM JOHNSTON CO.
GIS INFORMATION)
EXISTING 6" PVC WATER LINE
(DATA FROM JOHNSTON CO.
GIS INFORMATION)
EXISTING
CEMETERY
TO REMAIN
LARGE TREES TO REMAIN
APPROX. C OF
EXISTING
CREEK
L
APPROX. C OF
EXISTING
CREEK
L
EXISTING
OVERHEAD
ELECTRIC
30' ACCESS EASEMENT
EXISTING
FENCE
EXISTING
FENCE
80.61'
REEDY CREEK
ROAD

(SR
1
3
3
2
)
6
0
'
PUB
L
IC
ROWOLD BARBOUR ROAD (SR1329)60' PUBLIC ROWLA
S
S
I
T
E
R

R
O
A
D

(
S
R
1
3
3
5
)
50
'

P
U
B
L
I
C

R
O
W
N62°
0
1'
2
2
"
E
1537.
4
5'
N83° 13' 12"E 333.79'
Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AOCTOBER 11, 2018
FOR CONSTRUCTION
NOT RELEASED
PRELIMINARY JOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROAD
C102-1A
.170165
10-11-18
TSS
TSS
JTB
RAJPHASE DEVELOPMENT PLANBEVERLY SUBDIVISIONPHASE 1A1"=300'
NORTH
BK 00983, PG 0754
EXISTING POND
TO BE REMOVED
EXISTING POND
TO REMAIN
APPROX. CL OF
EXISTING
CREEK
APPROX. CL OF
EXISTING
CREEK
EXISTING
FENCE
EXISTING
FENCE
PHASE 1PHASE 1PHASE 1APHASE 1PHASE 1APHASE

1PHASE 1A
PHASE

2
PHASE 2PHASE 3PHAS
E

3
PHAS
E

2
PHAS
E
1
A
PHAS
E
2
PHASE 1
PHASE 1A
FUTURE
PHASE 2
FUTURE
PHASE 3
OLD BARBOUR ROAD (SR1329)N62° 01' 22"E1537.45'N83° 13' 12"E333.79'NORTH
BK 983, PG 754
SHEET 201SHEET 202Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AJOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROADC200-1A
.170165
06-20-19
TSS
TSS
JTB
RAJOVERALL SHEET KEYBEVERLY SUBDIVISIONPHASE 1A1"=250'
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
R
REE
D
Y
C
R
E
E
K
R
O
A
D
60' PUBLI
C
R
O
W
OLD BARBOUR ROAD
60' PUBLIC ROW
PHASE

1
PHASE

1
A
PHAS
E
1 PHASE 1PHAS
E
1
A PHASE 2PHASE 2PHASE 3PHASE 3PHASE 2PHASE 1APHASE 2EXISTING POND
TO REMAIN
APPROX. C OF
EXISTING
CREEK
L SHEET 203
APPROX. CL EXISTING
REEDY CREEK
(2) 8" VALVES
8" C900 PVC
WATERLINE
FIRE HYDRANT
ASSY, TYP
10' x 70' SIGHT
TRIANGLE, TYP
8"X4" REDUCER
PERMANENT 2" BLOW
OFF ASSEMBLY AT END
OF 4" WATERLINE, TYP
4" SDR-4 PVC
WATER LINE
8" C900 PVC
WATERLINE
4"Ø 45° BEND, TYP OF 5
WITHIN THIS CUL-DE-SAC
3/4" WATER
METERS, TYP.
WATER METERS ON
SAME SIDE OF
STREET AS WATER
MAIN TO HAVE
INDIVIDUAL WATER
SERVICE LATERALS
INTERSECTION
K-VALE=42.73 ROAD "D"50'
PUBLIC
ROW
REMOVE TEMP 2" BLOW OFF
ASSEMBLY AND CONNECT
PROPOSED 8" WATERMAIN TO
EXISTING PHASE-1 8" VALVE.
EXISTING PHASE-1
8" VALVE
3/4" WATER
METERS, TYP.
WATER METERS ON
SAME SIDE OF
STREET AS WATER
MAIN TO HAVE
INDIVIDUAL WATER
SERVICE LATERALS
FH
0.59 AC
(25,547 SF)
32
0.89 AC
(38,925 SF)
86
0.71 AC
(31,046 SF)
85
0.95 AC
(41,508 SF)
90
0.48 AC
(20,965 SF)
92
0.57 AC
(24,910 SF)
91
0.48 AC
(20,861 SF)
93
0.87 AC
(37,989 SF)
94
0.90 AC
(39,411 SF)
95
0.75 AC
(32,454 SF)
97
0.55 AC
(23,883 SF)
96
0.70 AC
(30,668 SF)
98
0.93 AC
(40,473 SF)
99
0.63 AC
(27,551 SF)
118
0.70 AC
(30,628 SF)
119
0.43 AC
(18,788 SF)
83
0.64 AC
(27,855 SF)
84
0.61 AC
(26,565 SF)243.03'269.51'202.66'214.85'90.82'59.25
'
87.22'
224.85'
224.85'
199.99'
27
6
.
3
0
'248.77
'287.24'119.80'167.14'
95.94'119.58'254.24'110.00'90.05'
93.19'227.62'230.40'233.17'85.13'179.19'63.99'
107.
7
6
'
50.62'325.71'269.82'211.83
'
106.7
2'
101.47'290.76'201.61'91.0
5
'
90.80'
90.32'
NORTH
BK 00983, PG 0754
Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AJOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROADC201-1A
.170165
06-20-19
TSS
TSS
JTB
RAJSITE PLANBEVERLY SUBDIVISIONPHASE 1A1"=50'
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
R
ADJOINING PARCEL PROPERTY LINE
PROPOSED SUBDIVISION OUTER
BOUNDARY PROPERTY LINE
PROPOSED SUBDIVISION LOT LINE
PROPOSED SUBDIVISION LOT SETBACK LINE
PROPOSED WATER LINE
FH PROPOSED FIRE HYDRANT
PROPOSED WATER METER
22 PROPOSED LOT NUMBER
LEGEND
0.67 AC
(29,185 SF)
LOT ACREAGE & SQUARE FEET AREA
PROPOSED CENTERLINE ROADWAY
C237
L219
CURVE AND LINE DATA TABLE TAGS
⅊W
EXISTING OVERHEAD ELECTRIC
EXISTING FENCE
OH
X
APPROX. CL EXISTING
REEDY CREEK
(2) 8" VALVES
8" C900 PVC
WATERLINE
FIRE HYDRANT
ASSY, TYP
10' x 70' SIGHT
TRIANGLE, TYP
8"X4" REDUCER
4" SDR-4 PVC
WATER LINE
8" C900 PVC
WATERLINE
8" C900 PVC
8" C900 PVC
WATERLINE
20' FRONT
SETBACK
5' SIDE
SETBACK
5' REAR
SETBACK
RESTRAINED JOINT D.I.P. WATERLINE
10' BEYOND FIRST AND LAST BENDS.
THE WATERLINE MAY BE LOWERED TO
MINIMIZE BENDS AT STORM CROSSINGS
IF APPROVED BY THE ENGINEER.
INTERSECTION
K-VALE=42.73
REMOVE TEMP 2" BLOW OFF
ASSEMBLY AND CONNECT
PROPOSED 8" WATERMAIN TO
EXISTING PHASE-1 8" VALVE.
3/4" WATER METERS
ACROSS STREET FROM
WATER MAIN TO SHARE A
SINGLE WATER SERVICE
LATERAL
3/4" WATER METERS
ACROSS STREET FROM
WATER MAIN TO SHARE A
SINGLE WATER SERVICE
LATERAL
3/4" WATER
METERS, TYP.
WATER METERS ON
SAME SIDE OF
STREET AS WATER
MAIN TO HAVE
INDIVIDUAL WATER
SERVICE LATERALS
N/F
164300-06-3558
BYRD, DONALD WAYNE
BOOK 01605, PAGE 0347
ZONED: AR
N/F
164300-06-3830
BYRD, DONALD WAYNE
BOOK , PAGE
ZONED: AR
FH
FH
FH
54
0.55 AC
(24,134 SF)
98
0.93 AC
(40,473 SF)
99
0.63 AC
(27,551 SF)
102
0.62 AC
(27,015 SF)
101
0.46 AC
(20,205 SF)
100
0.84 AC
(36,500 SF)
118
0.70 AC
(30,628 SF)
119
0.43 AC
(18,788 SF)
82
0.60 AC
(26,010 SF)83
0.64 AC
(27,855 SF)
84
0.61 AC
(26,565 SF)
81
0.60 AC
(26,230 SF)
80
0.61 AC
(26,642 SF)
79
0.55 AC
(24,012 SF)
78
0.52 AC
(22,444 SF)
77
0.52 AC
(22,444 SF)
76
0.52 AC
(22,444 SF)
117
0.47 AC
(20,292 SF)
112
0.78 AC
(34,152 SF)
113
0.67 AC
(29,343 SF)
114
0.99 AC
(43,332 SF)
115
0.78 AC
(34,176 SF)
116
0.47 AC
(20,338 SF)
104
0.51 AC
(22,256 SF)
249.3
8'
249.3
8'
249.3
8'
249.3
8'
249.8
2'
261.40'
114.13'243.03'269.51'202.66'214.85'90.82'59.25
'
87.22'
76.43'
225.4
7'
134.4
3'
227.9
0'
246.43'
286.08'
318.50'90.00
'61.49
'47.78
'42.23
'90.00
'51.15
'51.15
'107.13
'
225.08'
115.8
1'
122.43'
224.5
0'67.48
'90.00
'
224.5
0'
224.76'
224.85'
224.85'110.00'107.14'
103
0.51 AC
(22,234 SF)
CL ROAD "D"ROAD "D"50'
PUBL
IC
ROW
NORTH
BK 00983, PG 0754
Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AJOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROADC202-1A
.170165
06-20-19
TSS
TSS
JTB
RAJSITE PLANBEVERLY SUBDIVISIONPHASE 1A1"=50'
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
R
ADJOINING PARCEL PROPERTY LINE
PROPOSED SUBDIVISION OUTER
BOUNDARY PROPERTY LINE
PROPOSED SUBDIVISION LOT LINE
PROPOSED SUBDIVISION LOT SETBACK LINE
PROPOSED WATER LINE
FH PROPOSED FIRE HYDRANT
PROPOSED WATER METER
22 PROPOSED LOT NUMBER
LEGEND
0.67 AC
(29,185 SF)
LOT ACREAGE & SQUARE FEET AREA
PROPOSED CENTERLINE ROADWAY
C237
L219
CURVE AND LINE DATA TABLE TAGS
⅊W
EXISTING OVERHEAD ELECTRIC
EXISTING FENCE
OH
X
1 REVISED PER 11/26/18 JOHNSTON COUNTY UTILITIES COMMENTS.11/27/18
FIRE HYDRANT
ASSY, TYP
NEWPROPERTYBOUNDARYFUTURE
PHASE
2
PERMANENT 2" BLOW
OFF ASSEMBLY AT END
OF 4" WATERLINE, TYP
4"Ø 45° BEND, TYP OF 6
WITHIN THIS CUL-DE-SAC
8" C900 PVC
WATERLINE
20' FRONT
SETBACK 5' SIDE
SETBACK
5' REAR
SETBACK
RESTRAINED JOINT D.I.P. WATERLINE
10' BEYOND FIRST AND LAST BENDS.
THE WATERLINE MAY BE LOWERED TO
MINIMIZE BENDS AT STORM CROSSINGS
IF APPROVED BY THE ENGINEER.
RESTRAINED JOINT D.I.P. WATERLINE
10' BEYOND FIRST AND LAST BENDS.
THE WATERLINE MAY BE LOWERED TO
MINIMIZE BENDS AT STORM CROSSINGS
IF APPROVED BY THE ENGINEER.
8"X4" REDUCER
ROAD "D"50' PUBLIC ROW4" SDR-4 PVC
WATER LINE
3/4" WATER METERS
ACROSS STREET FROM
WATER MAIN TO SHARE A
SINGLE WATER SERVICE
LATERAL
3/4" WATER
METERS, TYP.
WATER METERS ON
SAME SIDE OF
STREET AS WATER
MAIN TO HAVE
INDIVIDUAL WATER
SERVICE LATERALS
N/F
163300-96-8268
COOK, LUCILLE BARBOUR
BOOK 03638, PAGE 0859
ZONED: AR
N/F
163300-96-8268
COOK, LUCILLE BARBOUR
BOOK 03638, PAGE 0859
ZONED: AR
FH
0.62 AC
(27,015 SF)
77
0.52 AC
(22,444 SF)
76
0.52 AC
(22,444 SF)
75
0.52 AC
(22,444 SF)
74
0.54 AC
(23,737 SF)
111
0.79 AC
(34,203 SF)
112
0.78 AC
(34,152 SF)
113
0.67 AC
(29,343 SF)
114
0.99 AC
(43,332 SF)
123
0.76 AC
(33,260 SF)
122
0.78 AC
(33,761 SF)
(22,486 SF)
72
0.52 AC
(22,488 SF)
73
0.61 AC
(26,665 SF)
71
0.52 AC
(22,486 SF)
110
0.84 AC
(36,399 SF)
109
1.93 AC
(84,223 SF)
108
0.92 AC
(39,997 SF)
107
0.78 AC
(33,986 SF)
106
1.01 AC
(44,185 SF)
104
0.51 AC
(22,256 SF)
105
0.49 AC
(21,415 SF)
249.85'90.00'90.00'92.62'226.20'150.
5
1'130.30'249.85'
250.21'
248.4
8'
249.3
8'
249.3
8'
249.3
8'
249.3
8'
246.43'
286.08'
318.50'
360.55'
398.33'
398.57'82.82
'90.05
'90.00
'61.49
'47.78
'42.23
'90.00
'80.01'90.00'135.8
9'
2
9
3
.
9
7
'
338.73'210.26'257.45'381.96'
362.90'200.76'225.40'
225.29'
225.08'
115.8
1'
122.43'67.48
'
103
0.51 AC
(22,234 SF)
NORTH
BK 00983, PG 0754
Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AJOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROADC203-1A
.170165
06-20-19
TSS
TSS
JTB
RAJSITE PLANBEVERLY SUBDIVISIONPHASE 1A1"=50'
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
R
ADJOINING PARCEL PROPERTY LINE
PROPOSED SUBDIVISION OUTER
BOUNDARY PROPERTY LINE
PROPOSED SUBDIVISION LOT LINE
PROPOSED SUBDIVISION LOT SETBACK LINE
PROPOSED WATER LINE
FH PROPOSED FIRE HYDRANT
PROPOSED WATER METER
22 PROPOSED LOT NUMBER
LEGEND
0.67 AC
(29,185 SF)
LOT ACREAGE & SQUARE FEET AREA
PROPOSED CENTERLINE ROADWAY
C237
L219
CURVE AND LINE DATA TABLE TAGS
⅊W
EXISTING OVERHEAD ELECTRIC
EXISTING FENCE
OH
X
SHEET KEYNOT TO SCALECL ROAD "B"PHASE

1
PHASE

1
A PHASE 1PHASE 1AROAD "D"50' PUBLIC ROWROAD "B"50' PUBLIC ROWROAD "B"50' PUBL
IC
ROW20'W x 1'D LOT SWALES PROVIDED WITHIN EASEMENTSAS SHOWN FOR FUTURE LOT BUILDOUT (TYP.)0.59 AC(25,547 SF)320.89 AC(38,925 SF)860.71 AC(31,046 SF)850.95 AC(41,508 SF)900.48 AC(20,965 SF)920.57 AC(24,910 SF)910.48 AC(20,861 SF)930.87 AC(37,989 SF)940.90 AC(39,411 SF)950.75 AC(32,454 SF)970.55 AC(23,883 SF)960.70 AC(30,668 SF)980.93 AC(40,473 SF)990.63 AC(27,551 SF)1180.70 AC(30,628 SF)1190.43 AC(18,788 SF)830.64 AC(27,855 SF)840.61 AC(26,565 SF)GRADING PLAN NORTHBK 00983, PG 0754Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A3/14/19REVISED PER NCDOT COMMENTS.1OCTOBER 11, 2018FOR CONSTRUCTIONNOT RELEASEDPRELIMINARYJOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC301-1A .17016510-11-18TSSTSSJTBRAJ
PHASE 1A
BEVERLY SUBDIVISION
1"=50'KNOW WHAT IS BELOWCALL BEFORE YOU DIG RSHEET 301PHASE 1PHASE 1APHASE 2PHASE 3WATER BUFFER OR WETLANDADJOINING PARCEL PROPERTY LINEPROPOSED SUBDIVISION OUTERBOUNDARY PROPERTY LINEPROPOSED SUBDIVISION LOT LINEPROPOSED SUBDIVISION LOT SETBACK LINE22PROPOSED LOT NUMBERLEGEND0.67 AC(29,185 SF)LOT ACREAGE & SQUARE FEET AREAEXISTING CONTOUR210PROPOSED CONTOUR210PROPOSED CENTERLINE ROADWAYC237L219CURVE AND LINE DATA TABLE TAGS⅊EXISTING FENCEXDRAINAGE DITCH DETAIL2'31312'LOT DITCH DETAIL0.5'81811'
SHEET KEYNOT TO SCALEN/F164300-06-3558BYRD, DONALD WAYNEBOOK 01605, PAGE 0347ZONED: ARN/F164300-06-3830BYRD, DONALD WAYNEBOOK , PAGEZONED: ARCL ROAD "D"ROAD "D"50' PUBLIC ROWCL ROAD "B"PHASE 1PHASE 1APHASE

1
PHASE

1
ASTORMMANAGEMENTPOND #6APPROX. C EXISTINGREEDY CREEKROAD "D"50' PUBLIC ROWROAD "E"50' PUBLIC ROWROAD "B"50' PUBLIC ROW20'W x 1'D LOT SWALES PROVIDED WITHIN EASEMENTSAS SHOWN FOR FUTURE LOT BUILDOUT (TYP.)WETLANDS IMPACT3,415/ SF (0.078 AC)540.55 AC(24,134 SF)980.93 AC(40,473 SF)990.63 AC(27,551 SF)1020.62 AC(27,015 SF)1010.46 AC(20,205 SF)1000.84 AC(36,500 SF)1180.70 AC(30,628 SF)1190.43 AC(18,788 SF)820.60 AC(26,010 SF)830.64 AC(27,855 SF)840.61 AC(26,565 SF)810.60 AC(26,230 SF)800.61 AC(26,642 SF)790.55 AC(24,012 SF)780.52 AC(22,444 SF)770.52 AC(22,444 SF)760.52 AC(22,444 SF)1170.47 AC(20,292 SF)1120.78 AC(34,152 SF)1130.67 AC(29,343 SF)1140.99 AC(43,332 SF)1150.78 AC(34,176 SF)1160.47 AC(20,338 SF)1040.51 AC(22,256 SF)1030.51 AC(22,234 SF)GRADING PLAN PHASE 1A NORTHBK 00983, PG 0754Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A3/14/19REVISED PER NCDOT COMMENTS.1OCTOBER 11, 2018FOR CONSTRUCTIONNOT RELEASEDPRELIMINARYJOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC302-1A .17016510-11-18TSSTSSJTBRAJ
BEVERLY SUBDIVISION
1"=50'KNOW WHAT IS BELOWCALL BEFORE YOU DIG RSHEET 302PHASE 1PHASE 2PHASE 3WATER BUFFER OR WETLANDADJOINING PARCEL PROPERTY LINEPROPOSED SUBDIVISION OUTERBOUNDARY PROPERTY LINEPROPOSED SUBDIVISION LOT LINEPROPOSED SUBDIVISION LOT SETBACK LINE22PROPOSED LOT NUMBERLEGEND0.67 AC(29,185 SF)LOT ACREAGE & SQUARE FEET AREAEXISTING CONTOUR210PROPOSED CONTOUR210PROPOSED CENTERLINE ROADWAYC237L219CURVE AND LINE DATA TABLE TAGS⅊EXISTING FENCEXSHEET 301SHEET 303DRAINAGE DITCH DETAIL2'31312'LOT DITCH DETAIL0.5'81811'
SHEET KEYNOT TO SCALEN/F163300-96-8268COOK, LUCILLE BARBOURBOOK 03638, PAGE 0859ZONED: ARN/F163300-96-8268COOK, LUCILLE BARBOURBOOK 03638, PAGE 0859ZONED: ARCL ROAD "E"ROAD "E"50' PUBLIC ROWPHASE 1PHASE 1APHASE2PHASE 1A163300-96-8268COOK, LUCILLE BARBOURBOOK 03638, PAGE 0859ZONED: ARROAD "D"50' PUBLIC ROW20'W x 1'D LOT SWALES PROVIDED WITHIN EASEMENTSAS SHOWN FOR FUTURE LOT BUILDOUT (TYP.)WETLANDS IMPACT3,415/ SF (0.078 AC)0.62 AC(27,015 SF)770.52 AC(22,444 SF)760.52 AC(22,444 SF)750.52 AC(22,444 SF)740.54 AC(23,737 SF)1110.79 AC(34,203 SF)1120.78 AC(34,152 SF)1130.67 AC(29,343 SF)1140.99 AC(43,332 SF)1230.76 AC(33,260 SF)1220.78 AC(33,761 SF)0.52 AC(22,486 SF)720.52 AC(22,488 SF)730.61 AC(26,665 SF)710.52 AC(22,486 SF)1100.84 AC(36,399 SF)1091.93 AC(84,223 SF)1080.92 AC(39,997 SF)1070.78 AC(33,986 SF)1061.01 AC(44,185 SF)1040.51 AC(22,256 SF)1050.49 AC(21,415 SF)1030.51 AC(22,234 SF)GRADING PLAN NORTHBK 00983, PG 0754Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A3/14/19REVISED PER NCDOT COMMENTS.1JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC303-1A .17016506-20-19TSSTSSJTBRAJPHASE 1A
BEVERLY SUBDIVISION
1"=50'KNOW WHAT IS BELOWCALL BEFORE YOU DIG RSHEET 303PHASE 1PHASE 1APHASE 2PHASE 3WATER BUFFER OR WETLANDADJOINING PARCEL PROPERTY LINEPROPOSED SUBDIVISION OUTERBOUNDARY PROPERTY LINEPROPOSED SUBDIVISION LOT LINEPROPOSED SUBDIVISION LOT SETBACK LINE22PROPOSED LOT NUMBERLEGEND0.67 AC(29,185 SF)LOT ACREAGE & SQUARE FEET AREAEXISTING CONTOUR210PROPOSED CONTOUR210PROPOSED CENTERLINE ROADWAYC237L219CURVE AND LINE DATA TABLE TAGS⅊EXISTING FENCEXDRAINAGE DITCH DETAIL2'31312'LOT DITCH DETAIL0.5'81811'
190200210220-5.50%2.00%PVI STA:29+07.58PVI ELEV:208.20K:38.46LVC:272.51EVCS: 30+43.84EVCE: 200.70NEW 8" C-900 PVC WATER LINEPROPOSED ℄ ROAD "B"TEMP 2" BLOW
OFF ASSEMBLY
8" VALVE
NEW 8" C-900 PVC WATER LINE28+00206.73
206.389
29+00206.46
205.926
30+00203.52
202.864
31+00199.37
197.746 REEDY CREEKRIPARIAN BUFFER8" C-900 PVC WATERLINEREMOVE TEMP 2" BLOW OFFASSEMBLY AND CONNECTPROPOSED 8" WATERMAIN TOEXISTING PHASE-1 8" VALVE.(2) 8" VALVES8" C900 PVCWATERLINEFIRE HYDRANTASSY, TYP8" C900 PVCWATERLINE8"X4"REDUCER10' x 70' SIGHTTRIANGLE, TYPROAD "B"50' PUBLIC ROW50'20'50'
20'EXISTING PHASE-18" VALVE4" VALVE3/4" WATER METERS ACROSS STREETFROM WATER MAIN TO SHARE ASINGLE WATER SERVICE LATERAL3/4" WATER METERS, TYP.WATER METERS ON SAME SIDEOF STREET AS WATER MAIN TOHAVE INDIVIDUAL WATERSERVICE LATERALSPHASE 1
PHASE 1AFH
FH480.52 AC(22,868 SF)490.66 AC(28,557 SF)540.55 AC(24,134 SF)500.64 AC(28,021 SF)510.49 AC(21,461 SF)520.52 AC(22,796 SF)530.52 AC(22,466 SF)880.91 AC(39,799 SF)871.32 AC(57,294 SF)860.71 AC(31,046 SF)85900.48 AC(20,965 SF)920.57 AC(24,910 SF)910.48 AC(20,861 SF)1180.70 AC(30,628 SF)1190.43 AC(18,788 SF)820.60 AC(26,010 SF)830.64 AC(27,855 SF)840.61 AC(26,565 SF)1170.47 AC(20,292 SF)891.77 AC(77,138 SF)MATCH LINE STA. 19+00NORTHBM 983, PG 754220210200Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A
JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC501-1A .17016510-11-18TSSTSSJTBRAJPLAN AND PROFILE ROAD B BEVERLY SUBDIVISION
PHASE 1A
50H 5V190ROAD "B"
170.00180.00190.00200.00210.001701801902002102.66%4.31%-1.19%-3.97%-2.50%-0.89%PVI STA:8+95.08PVI ELEV:198.85K:42.73LVC:152.00BVCS: 8+19.08BVCE: 196.82EVCS: 9+71.08EVCE: 198.17PVI STA:13+54.44PVI ELEV:194.75K:29.26LVC:90.00BVCS: 13+09.44BVCE: 195.15EVCS: 13+99.44EVCE: 192.96PVI STA:17+69.08PVI ELEV:194.02K:22.46LVC:153.00BVCS: 16+92.58BVCE: 190.73EVCS: 18+45.58EVCE: 192.11PVI STA:15+79.08PVI ELEV:185.83K:22.46LVC:186.00BVCS: 14+86.08BVCE: 189.52EVCS: 16+72.08EVCE: 189.84PVI STA:19+35.61PVI ELEV:189.86K:114.09LVC:150.00BVCS: 18+60.61BVCE: 191.74EVCS: 20+10.61EVCE: 188.97LLNEW 8" C-900 PVC WATER LINE3 WAY 8" TEE
8"x 4" REDUCER
FH ASS'Y
8"x 4" REDUCERFH ASS'Y
NEW 4" SDR-4 PVC WATER LINENEW 4" SDR-4 PVC WATER LINEMIN 24" CLEARRESTRAINED JOINT D.I.P.10' BEYOND FIRST AND LAST BENDS.THE WATERLINE MAY BE LOWERED TOMINIMIZE BENDS AT STORM CROSSINGSIF APPROVED BY THE ENGINEER.MIN 24" CLEAREXISTING GROUNDC ROAD "D"PROPOSED C ROAD "D"4" VALVE 4" 45° BEND(TYP OF 5)8" VALVE8" VALVE
4" 45° BEND(TYP OF 6)4" VALVE
BENDS ASREQUIREDRESTRAINED JOINT D.I.P.10' BEYOND FIRST AND LAST BENDS.THE WATERLINE MAY BE LOWERED TOMINIMIZE BENDS AT STORM CROSSINGSIF APPROVED BY THE ENGINEER.8+00196.30196.3159+00198.44198.21310+00199.00197.91111+00198.30197.01812+00196.99
196.125
13+00196.55
195.232
14+00194.24
192.938
15+00187.92
189.012
16+00185.58
187.890
17+00192.89
191.033
18+00193.17
192.789
19+00189.98
190.819
20+00187.34
189.103 (2) 8" VALVES10' x 70' SIGHTTRIANGLE, TYP8" C900 PVCWATERLINEFIRE HYDRANTASSY, TYP8" C900 PVCWATERLINEFIRE HYDRANTASSY, TYP4" WATERLINE4" WATERLINE8"X4" REDUCER8"X4" REDUCER4" 45° BEND,TYP OF 5PERMANENT 2" BLOWOFF ASSEMBLY AT ENDOF 4" WATERLINE, TYP4" 45° BEND,TYP OF 6PERMANENT 2" BLOWOFF ASSEMBLY AT ENDOF 4" WATERLINE, TYP4" VALVE3/4" WATER METERS ACROSS STREETFROM WATER MAIN TO SHARE ASINGLE WATER SERVICE LATERAL3/4" WATER METERS, TYP.WATER METERS ON SAME SIDEOF STREET AS WATER MAIN TOHAVE INDIVIDUAL WATERSERVICE LATERALSRESTRAINED JOINT D.I.P. WATERLINE 10'BEYOND FIRST AND LAST BENDS. THEWATERLINE MAY BE LOWERED TOMINIMIZE BENDS AT STORM CROSSINGSIF APPROVED BY THE ENGINEER.4" VALVEREMOVE TEMP 2" BLOW OFFASSEMBLY AND CONNECTPROPOSED 8" WATERMAIN TOEXISTING PHASE-1 8" VALVE.EXISTING PHASE-18" VALVE202.66'214.85'90.82'
225.47'
134.43'
227.90'
246.43'
286.08'
318.50'
360.55'
398.33'
398.57'
381.96'
225.40
'
225.29'
225.08'
115.81'
12
2
.
4
3
'
224.50'67.48'90.00'224.50'
224.76'224.85'224.85'199.99'110.00'90.05'230.40'233.17'85.13'CL ROAD "D"ROAD "D"50' PUBLIC ROWPHASE 1ANORTHBM 983, PG 754Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A
JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC502-1A .17016506-20-19TSSTSSJTBRAJPLAN AND PROFILE ROAD D BEVERLY SUBDIVISION
PHASE 1A
50H 5VROAD "D"
440.78 AC(34,034 SF)450.73 AC(31,844 SF)460.73 AC(31,631 SF)470.53 AC(23,103 SF)480.52 AC(22,868 SF)490.66 AC(28,557 SF)540.55 AC(24,134 SF)500.64 AC(28,021 SF)510.49 AC(21,461 SF)520.52 AC(22,796 SF)530.52 AC(22,466 SF)550.58 AC(25,080 SF)560.45 AC(19,612 SF)570.75 AC(32,471 SF)600.57 AC(24,799 SF)590.43 AC(18,549 SF)580.74 AC(32,387 SF)610.57 AC(24,794 SF)620.61 AC(26,386 SF)630.70 AC(30,384 SF)640.73 AC(31,690 SF)650.68 AC(29,815 SF)660.49 AC(21,347 SF)680.97 AC(42,230 SF)690.49 AC(21,222 SF)1870.98 AC(42,657 SF)880.91 AC(39,799 SF)871.32 AC(57,294 SF)860.71 AC(31,046 SF)850.95 AC(41,508 SF)900.48 AC(20,965 SF)920.57 AC(24,910 SF)910.48 AC(20,861 SF)930.87 AC(37,989 SF)940.90 AC(39,411 SF)950.75 AC(32,454 SF)970.55 AC(23,883 SF)960.70 AC(30,668 SF)980.93 AC(40,473 SF)990.63 AC(27,551 SF)1020.62 AC(27,015 SF)1010.46 AC(20,205 SF)1000.84 AC(36,500 SF)1180.70 AC(30,628 SF)1190.43 AC(18,788 SF)820.60 AC(26,010 SF)830.64 AC(27,855 SF)840.61 AC(26,565 SF)810.60 AC(26,230 SF)800.61 AC(26,642 SF)790.55 AC(24,012 SF)780.52 AC(22,444 SF)770.52 AC(22,444 SF)760.52 AC(22,444 SF)750.52 AC(22,444 SF)740.54 AC(23,737 SF)1170.47 AC(20,292 SF)1110.79 AC(34,203 SF)1120.78 AC(34,152 SF)1130.67 AC(29,343 SF)1140.99 AC(43,332 SF)1150.78 AC(34,176 SF)1160.47 AC(20,338 SF)1220.78 AC(33,761 SF)1210.53 AC1200.52 AC(22,486 SF)700.52 AC(22,486 SF)720.52 AC(22,488 SF)730.61 AC(26,665 SF)710.52 AC(22,486 SF)1100.84 AC(36,399 SF)1091.93 AC(84,223 SF)1080.92 AC(39,997 SF)1070.78 AC(33,986 SF)1061.01 AC(44,185 SF)1040.51 AC(22,256 SF)1050.49 AC(21,415 SF)PHASE 1APHASE 1ACONSTRUCTIONENTRANCE, TYPLIMITS OF DISTURBANCESILT FENCEOUTLET, TYPLIMITS OF DISTURBANCESILT FENCE, TYPSILT FENCEOUTLET, TYPLIMITS OFDISTURBANCECONCRETEWASHOUT30' DRAINAGEEASEMENTN/F164300-37-1533MESERVE, RICHARD H.MESERVE, BARBARA J.BOOK 04061, PAGE 0567ZONED: ARN/F164300-27-7327MESERVE, RICHARD H.MESERVE, BARBARA J.BOOK 04007, PAGE 0407ZONED: ARN/F164300-27-6173MESERVE, RICHARD H.MESERVE, BARBARA J.BOOK 04007, PAGE 0407ZONED: ARN/FN/F163300-96-8268COOK, LUCILLE BARBOURBOOK 03638, PAGE 0859ZONED: ARN/F164300-06-3558BYRD, DONALD WAYNEBOOK 01605, PAGE 0347ZONED: ARN/F164300-06-1708BARNES, ARTHUR B.BARNES, ROCHELLEBOOK 02189, PAGE 0634ZONED: ARN/F164300-06-3830BYRD, DONALD WAYNEBOOK , PAGEZONED: AR163300-97-4660EMANUEL, ROBERT L.BOOK 00989, PAGE 0338ZONED: ARN/F164300-26-8483AMAZING ACRES LLCBOOK 04410, PAGE 0887ZONED: ARN/F164300-26-8483AMAZING ACRES LLCBOOK 04410, PAGE 0887ZONED: ARCL ROAD "D"ROAD "D"50' PUBLIC ROWCL ROAD "B"ROAD "B"50' PUBLIC ROWCL ROAD "F"ROAD "F"50' PUBLIC ROWCL ROAD "E"ROAD "E"50' PUBLIC ROWPHASE 1PHASE 1APHASE2PHASE 1A
PHASE

1
PHASE

1
A PHASE 1PHASE 1APHASE2PHASE 1ROAD "E"50' PUBLIC ROWSTORMMANAGEMENTPOND #6APPROXIMATE CENTERLINEEXISTING REEDY CREEK
LOT SWALES PROVIDED WITHIN EASEMENTSAS SHOWN FOR FUTURE LOT BUILDOUT (TYP.)NPDESPERMIT BOXROAD "D"50' PUBLIC ROWRIP-RAP ON FILTER FABRICSEE SHEET C804FOR SIZING CALCULATIONS(TYPICAL)CHECK DAM (TYP.)Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A
JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC601-1A .17016506-20-19TSSTSSJTBRAJEROSION CONTROL PLAN

PHASE 1A
BEVERLY SUBDIVISION
1"=100'02001"=100'100100SCALENORTHDISTURBED AREA165,528 SF3.8 AC. LEGEND: 326 3261REVISED PER JOHNSTON COUNTY COMMENTS.3/14/19DRAINAGE DITCH DETAIL2'31312'LOT DITCH DETAIL0.5'81811'
Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A
JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC801-1A .17016506-20-19TSSTSSJTBRAJWATER DETAILS BEVERLY SUBDIVISION
PHASE 1A
N.T.S.NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILStandard Water TapPAGE20NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILCritical Bend Roddingand Blocking DetailsPAGE7NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILValve and ValveBox InstallationPAGE13CONTRACTOR SHALLSTAMP DISTANCE TOCENTER OF VALVE INTOEMBED.NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILValve MarkerPAGE15ALL OTHER ARES(MAX)RESIDENTIAL AREAS (MAX)NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILTapping Sleeve andValve AssemblyPAGE5ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILPipe LayingConditionPAGE17NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILThrust BlockPAGE8NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILFire HydrantAssemblyPAGE4REFLECTIVE**FIRE HYDRANTS INSTALLED ON EXISTING 6" WATER MAINS, MUST BE INSTALLED USING A 6"x6" TEE CUT INTO THE EXISTING WATER MAIN. FIRE HYDRANTS INSTALLED ON EXISTING WATER MAINS LARGER THAN 6", CAN BE INSTALLED USING A TAPPING SLEEVE AND VALVE ON THE EXISTING WATER MAIN.
Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A
JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC802-1A .17016506-20-19TSSTSSJTBRAJWATER DETAILS BEVERLY SUBDIVISION
PHASE 1A
N.T.S.NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILTemporary Blow OffAssemblyPAGE1NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateSTANDARDWATER DETAILStorm SewerCrossingPAGE12NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILConcrete Protector RingPAGE14NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILPermanent Blow OffAssemblyPAGE2DISTANCE AS NECESSARY TO SETBLOW-OFF IN AN AREA WHICH WILLALLOW FOR POSITIVE DRAINAGENOTES:1) THE TOP OF THE BLOW-OFF STANDPIPE SHALL BE NO MORE THAN 4-6" BELOW GRADE.2) BLOW-OFFS SHALL BE LOCATED IN AREAS WHICH WILL ALLOW FOR POSITIVE DRAINAGE WHEN UTILIZED.3) ALL MATERIALS USED IN THE POTABLE WATER SYSTEMMUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILStorm Pipe CrossingPAGE11NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILStandard BoreEncasementPAGE6NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAIL34" and 1"Water Meter ServicePAGE21
Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A
JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC803-1A .17016506-20-19TSSTSSJTBRAJEROSION NOTES & DETAILS BEVERLY SUBDIVISION
PHASE 1A
N.T.S.otherwise Fescue may be shaded out. vegetation. Do not allow temporary cover to grow over 12' in height before mowing, Temporary - Re-seed according to optimum season far desired permanent Seeding mix shall be approved by the Engineer before seeding of the project starts. (Nov I-Mar I) Add Abruzzle Rye 25 Ibs/acreSep I-Mar I Sericea Lespedeza 70 Ibs/acreJun I-Sep 1 ***TaIl Fescue and 120 Ibs/ acre(Mar I-Jun 30) Or Add Weeping lovegrass 10 Ibs/acre(Mar I-Apr .15) Add Tall Fescue 120 Ibs/ acreMar I-Jun I Sericea Lespedeza 50 Ibs/acre Slopes (3:1 to 2:1) ***Brown Top Billet 35 Ibs/acreJul 15- Aug 15 Tall Fescue and 120 Ibs/acreApr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs/acreMar I-Apr 15 Tall Fescue 300 Ibs/acreNov I-Mar 1 Tall Fescue and 300 Ibs/acreAug 15-Nov Tall Fescue 300 Ibs/acreDate Type Planting Rote Shoulders, Side Ditches, Slopes (Max. 3:1) Temporary Seeding Schedule Tall Fescu 120 Ibs/ acre ***Browntop mill 35 Ibs/acreSuper phosphate - 500 Ibs/acre Fertilizer - 10-10-10 analysis at 800 - 1.000 Ibs/acre *Apply: Agricultural Limestone - 2 tons/acre min & 3 tons/acre in clay soils or per soil test 9) Consult Conservation Inspector on maintenance treatment and fertilization after permanent if possible If ground cover should be over 60%8) Inspect all seeded areas and make necessary repairs or reseeding within the planting season, 7) Mulch immediately after seeding and anchor mulch.6) Seed on freshly prepared seedbed and cover seed lightly with seeding equipment. Inches deep. 4) Apply agriculture lime, fertilizer, and super phosphate uniformly and mix with soil (see below*).3) Remove all loose rock, roots, and other obstructions leaving surface smooth and uniform.2) Rip the entire area to 6 Inches depth.1) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions,Seeding Preparation cover is established. if available. 5) Continue tillage until a well pulverized, firm, reasonably uniform seedbed is prepared 4 to 6 Emulsified Asphalt at 400 gal/acreAnchor - Tack with liquid Asphalt at 400 gal/acre or Mulch - 2 ton small grain straw/acre SEEDING SCHEDULECROSS SECTIONPLAN VIEWSTANDARD CONSTRUCTION ENTRANCE (NTS)CROSS SECTIONAL VIEWSTANDARD TEMPORARY DIVERSION DITCHFRONT VIEWSIDE VIEWSTANDARD CHECK DAMSTEP SEQUENCE MATTING DETAILNOT TO SCALENON-WOVEN GEOTEXTILE FILTER CLOTH FABRIC 36" MIN. SPACING TYP.*12" MIN. SPACING TYP.*KEY/ANCHOR MATERIAL TO TOE OF SLOPE.KEY/ANCHOR MATERIAL ATTOP OF SLOPE.GENERAL NOTES:1.LAY BLANKETS LOOSELY ANDSTAKE OR STAPLE TO MAINTAINDIRECT CONTACT WITH THE SOIL.DO NOT STRETCH.2.* DIMENSIONS SHOWN AREMINIMUM, MANUFACTUREDPRODUCTS MAY HAVE ADDITIONALREQUIREMENTS THAT MUST BEMET.3.SLOPE SURFACE SHALL BE FREEOF ROCKS, SOIL CLODS, STICKS,GRASS. MAT/BLANKETS SHALLHAVE GOOD SOIL CONTACT.6"OVERLAPIN SLICENOTIFICATION OF LAND RESOURCES SEDIMENTAND EROSION CONTROL SELF-INSPECTIONPROGRAM:THE SEDIMENT POLLUTION CONTROL ACT WASAMENDED IN 2006 TO REQUIRE THAT PERSONSRESPONSIBLE FOR LAND DISTURBING ACTIVITIESINSPECT A PROJECT AFTER EACH PHASE OF THEPROJECT TO MAKE SURE THAT THE APPROVEDEROSION AND SEDIMENT CONTROL PLAN IS BEINGFOLLOWED. RULES DETAILING THE DOCUMENTATIONOF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,2010. THE SELF INSPECTION PROGRAM IS SEPARATEFROM THE WEEKLY SELF MONITORING PROGRAM OFTHE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF THE SELF INSPECTION REPORT IS THEINSTALLATION AND MAINTENANCE OF EROSION ANDSEDIMENTATION CONTROL MEASURES ACCORDINGTO THE APPROVED PLAN. THE INSPECTIONS MUST BEIN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC4B.0131. THE SELF INSPECTION REPORT FORM ISAVAILABLE AS AN EXCEL SPREAD SHEET FROMHTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION. IFYOU HAVE ANY QUESTIONS OR CANNOT ACCESS THEFORM PLEASE CONTACT THIS OFFICE AT [phone].NPDES STANDARD STABILIZATION TIME FRAMESSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMEEXCEPTIONSPERIMETER DIKES, SWALES,DITCHES, SLOPES7 DAYSNONEHIGH QUALITY WATER(HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH ANDARE NOT STEEPER THAN 2:!, 14 DAYS AREALLOWEDSLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATER THAN 50' INLENGTHALL OTHER AREAS WITHSLOPES FLATTER THAN 4:114 DAYSNONE, EXCEPT FOR PERIMETERS AND HQWZONESNOTES:1.SMITH DOUGLAS HOMES IS RESPONSIBLE FOR THE MAINTENANCEOF THE EROSION CONTROL DEVICES. CALL 919-607-1663 IN THEEVENT OF ANY SEDIMENT AND EROSION CONTROL ISSUES.2.THIS SITE IS ZONED R-40W.3.THIS SITE IS WITHIN THE LITTLE RIVER WATERSHED INSIDE THENEUSE RIVER BASIN.4.SILT FENCE OUTLET SHALL BE PLACED AT THE DOWN HILL SLOPE OFTHE SILT FENCE AND SHALL BE INSTALLED PRIOR TO THE FOOTINGINSPECTION.5.THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATERTHAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVEROR OTHER ADEQUATE EROSION-CONTROL DEVICES ORSTRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OFGRADING, BE PLANTED OR OTHERWISE PROVIDED WITHTEMPORARY GROUND COVER, DEVICES OR STRUCTURESSUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVERWILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKINGDAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER ISSHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.CONSTRUCTION SEQUENCE:1.CONTACT JOHNSTON COUNTY AT [phone] TO SET UP ARECONSTRUCTION MEETING.2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.3.INSTALL TREE PROTECTION FENCE ALONG BUFFERBOUNDARY.4.CLEAR AND INSTALL CLEAN WATER DIVERSION DITCHESALONG SOUTHERN PROPERTY LINE.5.CLEAR ONLY AS NEEDED TO INSTALL SEDIMENT SKIMMERBASINS, TEMPORARY DIVERSION DITCHES, AND DOWN SLOPEPERIMETER CONTROLS.6.CONTACT JOHNSTON COUNTY FOR INSPECTION.7.BEGIN DRAINING THE POND BY PUMPING THE WATER LEVELDOWN AND LOWERING THE EMBANKMENT.8.BEGIN CLEARING AND GRUBBING FOR EARTHWORK.9.REMOVE AND STOCKPILE TOPSOIL AS SHOWN ON THE PLAN.ENCLOSE TOP SOIL STOCKPILE WITH SILT FENCE.10.START GRADING BY REMOVING DIRT FROM THE CUT AREASAND PLACING FILL AND COMPACTING IN THE FORMER PONDAREA AND THE ROADWAYS AND LOT AREAS REQUIRING FILL.11.CONTINUE TO BRING LOTS AND ROADWAY FILL AREAS UP TOFINAL GRADE. AS FILL SLOPES RISE, STABILIZE EMBANKMENTSWITH SEED, MULCH, AND MATTING TO PREVENT EROSION.12.INSTALL ROADWAY CULVERT PIPES AND ROADSIDE DITCHES.PLACE ROCK CHECK DAMS IN DITCHES AND HORSESHOE INLETPROTECTION AT CULVERTS.13.INSTALL SANITARY SEWER AND WATER LINE UTILITIES.INSTALL LOT SERVICES.14.INSTALL ROAD BASE AGGREGATE AND PAVE THE ROADS.15.STABILIZE LOT AREAS WITH TEMPORARY SEEDING ONCEGRADING IS COMPLETED. MAINTAIN AND REPAIR EROSIONCONTROL DEVICES AND SEEDING AS NEEDED UNTIL THE SITEIS STABILIZED.16.ONCE THE SITE HAS REACHED 85% STABILIZATION CONTACTJOHNSTON COUNTY FOR AN INSPECTION AND AUTHORIZATIONTO REMOVE EROSION CONTROL MEASURES.STANDARD SILT FENCE OUTLET (NTS)FRONT VIEWSIDE VIEWSTANDARD TEMPORARY SILT FENCE (NTS)CONCRETE WASHOUTCONCRETEWASHOUTCONCRETE WASHOUT SIGN DETAILPLANTYPE "ABOVE GRADE"WITH STRAW BALESSECTION B-BSTRAW BALE BARRIER CONCRETE WASHOUTNOTES:1.ACTUAL LAYOUT DETERMINED IN FIELD.2.INSTALL CONCRETE WASHOUT SIGN (24"X24",MINIMUM) WITHIN 30' OF THE TEMPORARYCONCRETE WASHOUT FACILITY.3.TEMPORARY WASHOUT AREA MUST BE AT LEAST50' FROM A STORM DRAIN, CREEK BANK ORPERIMETER CONTROL.4.CLEAN OUT CONCRETE WASHOUT AREA WHEN50% FULL.5.THE KEY TO FUNCTIONAL CONCRETEWASHOUTS IS WEEKLY INSPECTIONS, ROUTINEMAINTENANCE, AND REGULAR CLEAN OUT.6. SILT FENCE SHALL BE INSTALLED AROUNDPERIMETER OF CONCRETE WASHOUT AREAEXCEPT FOR THE SIDE UTILIZED FORACCESSING THE WASHOUT.7.A ROCK CONSTRUCTION ENTRANCE MAYBE NECESSARY ALONG ONE SIDE OF THEWASHOUT TO PROVIDE VEHICLE ACCESS.
Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A
JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC804-1A .17016506-20-19TSSTSSJTBRAJEROSION NOTES & DETAILS BEVERLY SUBDIVISION
PHASE 1A
N.T.S.GENERAL NOTES:SIDE VIEW(N.T.S.)FAIRCLOTH SKIMMER DISCHARGESYSTEM WITH OUTLET STRUCTURETOP VIEWEND VIEWmin1'Buried fabricFabricStake2 x 4 Steel framemax1.5'min3'at cornersexcessGatherFramewith grateDrop inletWire-backingFRAME FOR INLET PROJECTIONFABRIC AND SUPPORTING
Designed By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSSHEETDate:Project Engineer:Checked By:BEVERLY SUBDIVISION----PHASE 1A3/14/19REVISED PER JOHNSTON COUNTY & NCDOT COMMENTS.1JOHNSTON COUNTY
FOUR OAKS, NC
1585 REEDY CREEK ROADC805-1A .17016506-20-19TSSTSSJTBRAJPAVING & DRAINAGE DETAILS BEVERLY SUBDIVISION
PHASE 1A
N.T.S.SCALE:TYPICAL PAVEMENT SECTIONSN.T.S.SECTION AAPLANPIPE OUTLET TO FLAT AREANO WELL-DEFINED CHANNELAAFILTERBLANKETSCALE:RIP-RAP OUTLET PROTECTIONN.T.S.SCALE:RIP-RAP SIZING CALCULATIONS (25-YEAR STORM)N.T.S.SCALE:TREATMENT SWALE DETAILN.T.S.SCALE:DRIVEWAY PIPE SIZE SCHEDULE (10-YEAR STORM)N.T.S.SCALE:DRY POND DETAILN.T.S.
OLD BARBOUR ROAD (SR1329)AREA
217,833.90 SF
AREA
100,991.72 SF
AREA
244,023.97 SF
AREA
89,918.47 SF
2.06 AC
.35 X 7.3 X 2.06=
AREA
264,879.67 SF
6.08 AC
.35 X 7.3 X 6.08=
15.53 Qp
AREA
597,820.40 SF
13.72 AC
.35 X 7.3 X 13.72=
AREA
133,932.50 SF
AREA
338,134.05 SF
AREA
163,728.92 SF
AREA
403,907.54 SF
AREA
23,763.78 SF
AREA
77,965.84 SF
AREA
57,205.87 SF
AREA
503,868.19 SF
AREA
95,827.19 SF
AREA
363,333.61 SF
8.34 AC
.35 X 7.3 X 8.34=
21.30 Qp
AREA
745,837.95 SF
AREA
613,508.78 SF
AREA
1,078,219.94 SF
AREA
37,698.88 SF
AREA
272,940.58 SF
AREA
141,901.75 SF
AREA
531,705.41 SF
AREA
87,126.13 SF
AREA
57,195.75 SF
AREA
150,153.19 SF
AREA
309,394.64 SF
AREA
129,505.54 SF
AREA
226,699.35 SF
AREA
69,621.00 SF
AREA
185,941.45 SF
AREA
147,972.09 SF
AREA
362,813.97 SF
AREA
184,737.13 SF
AREA
112,615.25 SF
AREA
236,339.42 SF
AREA
66,279.26 SF
AREA
76,811.94 SF
AREA
218,432.53 SF
N62°
0
1'
2
2"
E
1537.
4
5'
N83° 13' 12"E 333.79'
NORTH
BM 983, PG 754
Designed By:Bateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Date:
Project Engineer:
Checked By:BEVERLY SUBDIVISION----PHASE 1AJOHNSTON COUNTYFOUR OAKS, NC1585 REEDY CREEK ROADD101-1A
.170165
06-20-19
TSS
TSS
JTB
RAJDRAINAGE AREA MAPBEVERLY SUBDIVISIONPHASE 1A1"=200'
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
R
0 400
1"=200'
200 200
SCALE
NORTHREEDY CREEK
ROAD
6
0
'
PUB
L
IC
ROW
O
L
D

B
A
R
B
O
U
R

R
O
A
D
60
'

P
U
B
L
I
C

R
O
W
EXISTING POND
TO REMAIN
UNSUITABLE TOPO
OR SOILS FOR SEPTIC
(TYPICAL)
APPROX. C OF
EXISTING
CREEK
L
UNSUITABLE SOIL FOR SEPTIC USE
WATER BUFFER OR WETLAND
PARCEL PROPERTY LINE
PROPOSED SUBDIVISION OUTER
BOUNDARY PROPERTY LINE
LEGEND
PROP
E
RT
Y
B
O
U
N
DA
RY
PROPERTY BOUNDARYPROPERTY BOUNDARY