WQ0044810_Engineering Plans_20240104

FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
OF 03 SHEETS
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2024 ©
REVISIONS:DATE:
DATE:ISSUED FOR:
PROJECT NO.:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
SEAL
C-3075
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01/02/2024RECORD DWGS
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AB-1
NOTE: ALL WORK MUST COMPLY WITH APPLICABLE NORTH
CAROLINA BUILDING CODES, HANDICAPPED ACCESSIBILITY
CODE VOL. 1C., AND WITH THE TOWN OF WAKE FOREST AND
NCDOT STANDARDS, DETAILS AND SPECIFICATIONS.
SHEET INDEX
AB-1 AS-BUILT COVER, NOTES, LEGEND & ABBREVIATIONS
AB-2 AS-BUILT FORCEMAIN PLAN & PROFILE VIEWS
AB-3 AS-BUILT PUMP STATION & FORCEMAIN DETAILS
CIVIL ENGINEER
RED LINE ENGINEERING, P.C. (C-3075)
123 RALEIGH STREET
FUQUAY-VARINA, NORTH CAROLINA 27526
PHONE - [phone]
SITE
OWNER
CHARTHOUSE HOLDINGS, LLC
8771 CLEVELAND ROAD
CLAYTON, NORTH CAROLINA 27520
PHONE: [phone]
AS-BUILT SURVEYOR
TRUE LINE SURVEYING, PC (C-1859)
CURK T. LANE, PLS (L-3990)
205 WEST MAIN STREET
CLAYTON, NORTH CAROLINA 27520
PHONE: [phone]
VICINITY MAP
SCALE: 1"=500'
AS-BUILT RECORD DRAWINGS FOR 8771 & 8817
CLEVELAND ROAD PRIVATE PUMP STATIONS &
FORCEMAINS & CLEVELAND ROAD PUBLIC FORCEMAIN
8771 & 8817 CLEVELAND ROAD (P.I.N. 164600-01-9133 164600-11-0281 & 164600-11-1263)
CLAYTON, NORTH CAROLINA 27520
CLEVELAND R
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NPDES STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES IMMEDIATE NONE
HIGH QUALITY WATER
(HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1 - 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
AND WITH SLOPES STEEPER THAN 4:1
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1 14 DAYS 7 DAYS FOR PERIMETERS AND HQW ZONES
ABBREVIATIONS
AC ACRE
B-B BACK OF CURB-BACK OF CURB
BO BLOWOFF VALVE
BOC BACK OF CURB
BOW BOTTOM OF WALL
CATV CABLE TV BOX
CB CATCH BASIN
CC CONCRETE
CI CURB INLET
CM CONCRETE MONUMENT
CO SEWER CLEAN-OUT
DI DROP INLET
EB ELECTRICAL BOX
EG EXISTING GRADE
EIB EXISTING IRON BAR
EIP EXISTING IRON PIPE
EPK EXISTING PK NAIL
FES FLARED END SECTION
FFE FINISHED FLOOR ELEVATIONS
FG FINISHED GRADE
FH FIRE HYDRANT
FP FLAG POLE
FW FIRE WATER
GW GUY WIRE
HDPE HIGH DENSITY POLYETHYLENE PIPE
HYD FIRE HYDRANT
INV.INVERT
LF LINEAR FEET
LP LIGHT POLE
MH SANITARY SEWER MANHOLE
NIP NEW IRON PIPE SET
OHL OVERHEAD LINE
PIV POST INDICATOR VALVE
PP POWER POLE
R/W RIGHT OF WAY
RCP REINFORCED CONCRETE PIPE
SB UNDERGROUND SIGNAL BOX
SDM STORM DRAIN MANHOLE
SF SQUARE FEET
SMH SEWER MANHOLE
SP TRAFFIC SIGNAL POLE
SPK SET PK NAIL
TB TELEPHONE BOX
TEL TELEPHONE PEDESTAL
TERRA TERRACOTTA PIPE
TBOC TOP BACK OF CURB
TOS TOP OF SLAB
TOW TOP OF WALL
WM WATER METER
WV WATER VALVE
YI YARD INLET
YL YARD LIGHT
PROPERTY LINE
EASEMENT
SETBACK
SANITARY SEWER
SANITARY SEWER MANHOLE
CLEAN OUT
WATER LINE
CENTERLINE OF ROAD
LIGHT POLES
PROPERTY CORNER
RIGHT OF WAY
STORM PIPE/CULVERT
DROP INLET
CONTOURS
FIRE HYDRANT
WATER VALVE
EXISTING PROPOSED
LEGEND
SS
H YD
SS
LP
EIP
ss
Wwtr
CO SSCO
NIP
95
98
95
98
H Y D
WHEELCHAIR RAMP
CURB INLET
FENCE
CONCRETE
X
POWER POLE
OVERHEAD POWERoe
CURB END TAPER
WHEEL STOP
GENERAL NOTES
(1) AS-BUILT SURVEY INFORMATION PROVIDED BY TRUE LINE SURVEYING, PC (C-1859), PERFORMED BY CURK T. LANE, PLS
(L-3990). INFORMATION PROVIDED FOR ENGINEERING AS-BUILT PURPOSES ONLY. NOT FOR SALE OR RECORDATION.
ENGINEER MAKES NOT GUARANTEES OR WARRANTS AS TO THE ACCURACY OF SURVEY INFORMATION PROVIDED BY
OTHERS. PLEASE CONTACT SURVEYOR DIRECTLY WITH ANY QUESTIONS REGARDING SURVEY DATA.
(2) THE CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, MATERIAL AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY
ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION. ELEVATIONS INDICATED ON PLANS SHOWN AS
APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS PRIOR TO COMMENCING CONSTRUCTION.
(3) PRIOR TO POURING ANY CONCRETE OR PAVING ANY PORTION OF THE SITE, THE CONTRACTOR SHALL HAVE THE
IMPROVEMENTS STAKED BY A LICENSED LAND SURVEYOR. CONTRACTOR SHALL DOUBLE CHECK ALL STAKES AND FORMS
FOR CONSTRUCTABILITY, HANDICAP ACCESSIBILITY, CONFORMANCE WITH THE PLANS AND APPLICABLE BUILDING CODES. IF
THERE IS A DISCREPANCY BETWEEN PLAN SHEETS, A CONSTRUCTABILITY CONCERN OR AN ISSUE OF COMPLIANCE, THE
CONTRACTOR SHALL NOTIFY THE OWNER, ARCHITECT AND ENGINEER(S) IMMEDIATELY. CONTRACTOR SHALL OBTAIN A
WRITTEN RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. IF THE CONTRACTOR PROCEEDS WITHOUT A WRITTEN
RESOLUTION, HE/SHE DOES SO AT THEIR OWN RISK AND EXPENSE.
(4) CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ANY POTENTIAL CHANGE ORDERS PRIOR TO PROCEEDING WITH
CONSTRUCTION OF THE SUBJECT IMPROVEMENTS. OTHERWISE, CONTRACTOR PROCEEDS AT THEIR OWN RISK AND
EXPENSE. NO CHANGE ORDERS WILL BE APPROVED FOR REWORK FOR MISINTERPRETATION OF PLANS & THE DESIGN
INTENT, FAILURE OF THE CONTRACTOR TO MANAGE, SCHEDULE AND COORDINATE SUBS OR FOR FAILURE OF THE
CONTRACTOR OR THEIR SUBS TO REVIEW AND UNDERSTAND THE FULL SET OF CONSTRUCTION DOCUMENTS. IF THE
CONTRACTOR OR THEIR SUB HAS A QUESTION REGARDING THE DESIGN INTENT, THEY SHOULD SUBMIT A REQUEST FOR
INFORMATION (RFI) TO THE OWNER, ARCHITECT & ENGINEER(S) AND RECEIVE A WRITTEN RESOLUTION BEFORE
PROCEEDING.
(5) CONTRACTOR IS RESPONSIBLE FOR SCHEDULING REQUIRED INSPECTIONS AND TESTING REGARDING SITE IMPROVEMENTS,
INCLUDING BUT NOT LIMITED TO COMPACTION TESTING, INFILTRATION TESTING, PRESSURE TESTING, LEAK TESTING,
VACUUM TESTING, ETC.
(6) THE CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT RECORDS FOR THE OWNER, ARCHITECT & ENGINEER(S) AND SHALL
NOTATE ALL DEVIATIONS FROM THE APPROVED PLANS IN RED. CONTRACTOR SHALL PROVIDE SEALED AS-BUILT SURVEY (IN
PDF AND DWG FORMAT) OF ALL UTILITIES, IMPERVIOUS AREAS, AND STORMWATER INFRASTRUCTURE PRIOR TO FINAL
INSPECTIONS BY ENGINEER. ACCORDING TO JOHNSTON COUNTY PUBLIC UTILITIES STANDARDS ALL WATER AND SEWER
STRUCTURES, VALVES AND FITTINGS MUST BE LOCATED HORIZONTALLY AND VERTICALLY IN TABLE FORMAT ON AS-BUILT
SURVEY PRIOR TO FINAL INSPECTIONS AND CERTIFICATION BY THE ENGINEER.
(7) THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH ALL
CONSTRUCTION-RELATED ACTIVITIES. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND MULCHED IN
ACCORDANCE WITH THE NPDES STABILIZATION TABLE.
(8) WATER & SANITARY SEWER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THE
JOHNSTON COUNTY PUBLIC UTILITIES CONSTRUCTION STANDARDS, SPECIFICATIONS AND DETAILS IN EFFECT AT THE TIME
OF APPROVAL.
(9) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66)
THIS PROJECT IS NOT SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. TOTAL DISTURBED AREA IS
LESS THAN ONE (1) ACRE;
(10) ANY CONFLICT(S) BETWEEN ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND CIVIL SHEETS SHALL
BE SUBMITTED BY CONTRACTOR, IN WRITING, TO BOTH ARCHITECT AND ENGINEER. WRITTEN CLARIFICATION/RESOLUTION
MUST BE RECEIVED BY CONTRACTOR FROM ARCHITECT AND ENGINEER PRIOR TO COMMENCING CONSTRUCTION.
(11) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SUBCONTRACTORS ARE PROVIDED AND FAMILIAR WITH
THE FULL SET OF CONSTRUCTION DOCUMENTS. THE OWNER, ARCHITECT, & ENGINEER(S) WILL NOT BE LIABLE FOR LACK OF
COORDINATION OF CONTRACTOR AND THEIR SUBCONTRACTORS. CONTRACTOR SHALL BARE ANY AND ALL EXPENSES
RESULTING FROM REWORK OR ADDITIONAL WORK DUE TO LACK OF PROPER COORDINATION OR FAMILIARITY WITH
APPROVED PLANS.
(12) LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET LATERALLY
FROM EXISTING OR FUTURE SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL
SEPARATION -- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT
LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(14) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE
WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18)
INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE
CROSSING.
(15) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER,
BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF CROSSING. A SECTION
OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
NOTE: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER
IMMEDIATELY IF ANY CONFLICTS, INCONSISTENCIES OR
AMBIGUITIES EXIST BETWEEN ARCHITECTURAL, PLUMBING,
MECHANICAL, ELECTRICAL, STRUCTURAL & CIVIL DRAWINGS
& SPECIFICATIONS. IF HIDDEN SITE CONDITIONS ARE
DISCOVERED DURING CONSTRUCTION/DEMOLITION,
CONTRACTOR SHALL OBTAIN WRITTEN RESOLUTION PRIOR
TO PROCEEDING WITH CONSTRUCTION. OTHERWISE,
CONTRACTOR PROCEEDS AT THEIR OWN RISK.
SITE PLAN NOTE: SITE PLAN, UTILITIES, GRADING, EROSION
CONTROL PLAN, LANDSCAPE PLAN, SITE LIGHTING PLAN AND
STORMWATER MANAGEMENT PLAN HAVE BEEN PROVIDED BY
OTHERS. ENGINEER SHALL NOT BE LIABLE OR RESPONSIBLE
FOR DATA AND INFORMATION PROVIDED BY OTHERS.
NOTE: ALL WORK MUST COMPLY WITH APPLICABLE NORTH
CAROLINA BUILDING CODES, HANDICAPPED ACCESSIBILITY
CODE VOL. 1C., AND WITH JOHNSTON COUNTY AND NCDEQ
STANDARDS, DETAILS AND SPECIFICATIONS.
01/02/2024
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APPROX. 156 L.F. OF 2" PVC
SEWER FORCEMAIN (PRIVATE)
2"PVC (SDR-26) PUBLIC
SEWER FORCEMAIN
(PER WQ004811)
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EXISTING BUILDING
8771 CLEVELAND RD
(TO REMAIN)
NOTE: ALL EXISTING UTILITIES AND ELEVATIONS OF UTILITIES ARE
SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY
LOCATION, SIZE AND ELEVATION/DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING CONSTRUCTION OR DEMOLITION.
NOTE: ALL CONSTRUCTION SHALL BE PERFORMED IN
ACCORDANCE WITH JOHNSTON COUNTY, NCDOT, AND STATE OF
NORTH CAROLINA STANDARDS AND SPECIFICATIONS
NOTE: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY
IF ANY CONFLICTS, INCONSISTENCIES OR AMBIGUITIES EXIST BETWEEN
ARCHITECTURAL, P.M.E., STRUCTURAL & CIVIL DRAWINGS &
SPECIFICATIONS. IF HIDDEN SITE CONDITIONS ARE DISCOVERED
DURING CONSTRUCTION/DEMOLITION, CONTRACTOR SHALL OBTAIN
WRITTEN RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION.
OTHERWISE, CONTRACTOR PROCEEDS AT THEIR OWN RISK.
PUMP STATION NOTE: CONTRACTOR SHALL INSTALL
STONE BEDDING AND ANTI-FLOATATION RING AT BASE
OF PUMP STATION TO MANUFACTURER SPECIFICATIONS.
45° BENDS
36" MINIMUM
COVER
1
PROPOSED BUILDING
8817 CLEVELAND RD
(7,130 SF)
FFE:281.50'
EXISTING
NON-POTABLE
WELL (TO REMAIN)
CONNECTION TO 2" PVC PUBLIC
FORCEMAIN VIA 2" TEE
2" CHECK VALVE & 2" GATE VALVE IN
METER BOX PER JOHNSTON COUNTY
DETAIL ON DETAILS SHEET C3.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
OF 03 SHEETS
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2024 ©
REVISIONS:DATE:
DATE:ISSUED FOR:
PROJECT NO.:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
SEAL
C-3075
RE
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032614
01/02/2024RECORD DWGS
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AB-2
SIMPLEX CONTROL PANEL
MOUNTED ON BUILDING.
(SEE DETAILS ON SHEET C4)
PROPOSED 30"X84"
ZOELLER SHARK E820
GRINDER PUMP STATION
RIM = 281.00'
INV. IN = 277.50'
INV. OUT = 277.50'
BOTTOM = 274.00'
(PER WQ004810)
APPROX. 156 LF OF 2" PVC
(SDR 26) FORCEMAIN FROM
PUMP STATION TO
EXISTING 2" FORCEMAIN
(PER WQ004810)
2" CHECK VALVE & 2" PLUG VALVE
IN METER BOX
(PER JOHNSTON COUNTY DETAIL)
50'
NEUSE
RIPARIAN
BUFFER
EXISTING 2" PVC (SDR-26)
SEWER FORCEMAIN (PUBLIC)
4" PVC SEWER SERVICE
FROM BUILDING (1/4" PER
FT SLOPE MIN.) INVERT
INTO PUMP STATION WET
WELL ELEV = 277.50'
(PRIVATE)
CONCRETE
PAVEMENT
PUBLIC FM
PRIVATE FM
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CONNECTION TO 2" PVC PUBLIC
SEWER FORCEMAIN VIA 2" TEE
EXISTING GRINDER PUMP WITH ZOELLER
E820 SHARK GRINDER PUMP TO MATCH
8817 CLEVELAND ROAD PUMP STATION
(PER WQ004809)
20' PRIVATE
UTILITY
EASEMENT
2" PLUG VALVE, SPIGOT AND 2" GATE
VALVE IN METER BOX PER JOHNSTON
COUNTY DETAIL ON SHEET C3
20 L.F. OF 8" STEEL CASING PIPE FOR CROSSING
OVER EXISTING 30" RCP STORM PIPE. SEAL ENDS
OF CASING PIPE WITH CONCRETE
(MIN. WALL THICKNESS = 0.188")
36" MINIMUM
COVER
2" DRY-BORE UNDER CLEVELAND ROAD (SR 1010)
(NO CASING PIPE REQUIRED OR PROVIDED)
2" GATE VALVEM SPIGOT & 2" PLUG
VALVE IN METER BOX
(PER JOHNSTON COUNTY DETAIL)
2" PVC PUBLIC FORCEMAIN TERMINATES INTO
EXISTING GRAVITY SANITARY SEWER MANHOLE
2" DRY-BORE (NO CASING PIPE)
INSTALLED 36" MIN. BELOW SUBGRADE
OF CLEVELAND ROAD (SR 1010)
2O LF OF 8" STEEL CASING
PIPE ABOVE EXISTING 30" RCP
APPROX. 120 LF OF 2" PVC
(SDR 26) FORCEMAIN FROM
PUMP STATION TO
EXISTING 2" FORCEMAIN
(PER WQ004809)
2" PVC PUBLIC FORCEMAIN
TERMINATES IN EXISTING GRAVITY
SANITARY SEWER MANHOLE
01/02/2024
AS-BUILT PUMPING RATE: A DRAWDOWN TEST WAS
PERFORMED ON BOTH PUMP STATIONS ON DECEMBER
7, 2023, WHICH WAS WITNESSED BY THE ENGINEER OF
RECORD. BOTH E820 PUMP STATIONS ACHIEVED A
PUMPING RATE OF 46 GPM, WHICH MEETS both THE
DESIGN AND PERMIT REQUIREMENTS.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
OF 03 SHEETS
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2024 ©
REVISIONS:DATE:
DATE:ISSUED FOR:
PROJECT NO.:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
SEAL
C-3075
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032614
01/02/2024RECORD DWGS
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GJM
GJM
AB-3
COMPACTED FILL
EXISTING ABC
EXISTING PAVEMENT
EXISTING SUBGRADE
NEW ABC 12" MINIMUM DEPTH
EXISTING PAVEMENT
EXISTING ABC
SAW CUT
AND TACK
SAW CUT
AND TACK
1'1'
NEW ASPHALT 3" MINIMUM
1' KEY-IN1' KEY-IN
NOTES:
T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
THE ASPHALT BE LESS THAN 3" THICK.
DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY ENGINEER.
ASPHALT PAVEMENT REPAIR
01/02/2024