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PROJECT: OLIVE BRANCH WATERLINE EXTENSION Sheet Number Sheet Title o
C0.0 COVER O
ENGINEER: TIMMONS GROUP 0
C1.0 OVERALL EROSION CONTROL PLAN
5410 TRINITY ROAD, SUITE 102IZ
RALEIGH, NC 27607 0
PHONE: [phone] C1.2 EROSION CONTROL PLAN - SHEET 2 OF 4 > w N ` ■
FAX: [phone] = Q N r
C1.3 EROSION CONTROL PLAN - SHEET 3 OF 4 U p J
MIKE ZACCARDO, PE
EMAIL: [e-mail] C1.4 EROSION CONTROL PLAN -SHEET 4 OF 4 z �
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C1.5 EROSION CONTROL DETAILS DATE
DEVELOPER: PULTE HOMES 0212412022 O
1225 CRESCENT GREEN DRIVE, SUITE 250 i 0
CARY, NC 27518 DRAWN BY
PHONE: [phone] PROPOSED OFF -SITE 331
ROB RUDLOFF WATERLINE EXTENSION
EMAIL: [e-mail] \ DESIGNED BY ~
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PROPERTY LOCATION: 1101 OLIVE BRANCH ROAD / • W
DURHAM, NORTH CAROLINA I �,� • CHECKED BY
PINS: 0860-03-84-5286 (PID: 194192) • M. ZACCARDO
RIVER BASIN: NEUSE _ — —
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CASE NUMBERS: Z1900012 (APPROVED REZONING) GENERAL APPROVAL NOTES
D2100088 (SITE PLAN) 1. IF MORE THAN 12,00 SQ. FT. IS DISTURBED A LAND DISTURBING
PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCE OF ANY
LAND -DISTURBING ACTIVITIES.
2. IF MORE THAN 20,000 SQ. FT. IS DISTURBED A SEDIMENTATION AND
EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED
PRIOR TO THE ISSUANCE OF A LAND -DISTURBANCE PERMIT.
3. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNINGIL o
DEPARTMENT, TREE PROTECTION CERTIFICATION MUST BE _0o
FeR9 SITE I / —� SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, 'w o
tiC/y �� _ — AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO U)
'QO �� LAND -DISTURBANCE PERMIT ISSUANCE. o
CASE #D2100088
, 4. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THE DISTURBED ,:2
(BY HORVATH)
AREA MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND U — ~
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PERMIT UNLESS ALREADY PERMITTED. Uj °
5. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT Q o
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OWNERS OF RECORD SURVEY NOTE
Y SURVEY PROVIDED BY TIMMONS GROUP, DATED JUNE U U o
J PALIOURAS, LLC 23, 2021, CERTIFIED BY TERRY L. WESTENDORF, PLS = z M
303 WESLEY DR U
Durham County Erosion Control
J CHAPEL HILL, NC 27516 Approved O z LU � o
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DocuSign Envelope ID: 7D9401 D8-3F21-44DE-A8BB-9C57252B5962
0860-03-84-5286 (PID: 194192)
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CITY OF DURHAM STANDARDS AND
SPECIFICATIONS ARE TO BE USED.
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call before you did
GENERAL NOTES
1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL
STATE AND LOCAL CODES IN OBSERVING EROSION
CONTROL MEASURES BOTH ON AND OFF -SITE.
2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH RAINFALL
EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR
THE ENGINEER.
3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE
FOR OFF -SITE DISPOSAL OF ALL CLEARING AND
GRADING WASTE MATERIALS GENERATED DURING HIS
PHASE OF WORK AND FOR OBTAINING ALL
APPLICABLE PERMITS FOR OFF -SITE STOCKPILES
AND/OR WASTE AREAS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING ANY TRACKED SOIL FROM ALL ADJACENT
ROADWAYS THAT ARE IMPACTED BY CONSTRUCTION
TRAFFIC.
SEEDING SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1):
DATE
TYPE
PLANTING RATE
AUG 15 - NOV 1
TALL FESCUE
300 LBS/ACRE
NOV 1 - MAR 1
TALL FESCUE &ABRUZZI RYE
300 LBS/ACRE
MAR 1 - APR 15
TALL FESCUE
300 LBS/ACRE
APR 15 -JUN 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUL 1 - AUG 15
TALL FESCUE AND BROWNTOP
MILLET OR SORGHUM-SUDAN
HYBRIDS"'
125 LBS/ACRE (TALL FESCUE);
35 LBS/ACRE (BROWNTOP MILLET);
30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE
TYPE
PLANTING RATE
SERICEA LESPEDEZA (SCARIFIED)
MAR 1 - JUN 1
AND USE THE FOLLOWING
50 LBS/ACRE (SERICEA LESPEDEZA)
COMBINATIONS:
MAR 1-APR 15
ADD TALL FESCUE
120 LBS/ACRE
MAR 1 - JUN 30
OR ADD WEEPING LOVE GRASS
10 LBS/ACRE
MAR 1 - JUN 30
OR ADD HULLED COMMON
25 LBS/ACRE
BERMUDAGRASS
TALL FESCUE AND BROWNTOP
120 LBS/ACRE (TALL FESCUE);
JUN 1 -SEP 1
MILLET OR SORGHUM-SUDAN
35 LBS/ACRE (BROWNTOP MILLET);
HYBRIDS"'
30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
SERICEA LESPEDEZA (UNHULLED -
70 LBS/ACRE (SERICEA LESPEDEZA);
SEP 1 -MAR 1
UNSCARIFIED) AND TALL FESCUE
120 LBS/ACRE (TALL FESCUE)
NOV 1 -MAR 1
AND ABRUZZI RYE
25 LBS/ACRE
MIXTURE
AGRICULTURAL LIMESTONE
2 TONS/ACRE - SMALL GRAIN STRAW
FERTILIZER
1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE
500 LBS/ACRE - 20% ANALYSIS
MULCH
2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR
2 TONS/ACRE - SMALL GRAIN STRAW
-TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 121, IN
HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
MAINTENANCE PLAN
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY OF THE APPROVED PLAN
ON -SITE AND POST APPROVAL PLACARD.
2. NOTIFY DURHAM COUNTY EROSION CONTROL DIVISION, NCDOT, AND OWNER REPRESENTATIVE AND
CONDUCT PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CLEARING OR
ANY OTHER CONSTRUCTION.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCES, SEDIMENT BASINS, DIVERSIONS
AND OTHER MEASURES AS SHOWN ON DRAWINGS. CLEAR ONLY AS NECESSARY TO INSTALL AND
MAINTAIN THESE DEVICES.
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
5. ROUGH GRADE SITE.
6. INSPECT ALL MEASURES AND DEVICES WEEKLY AND AFTER ALL RAINFALL EVENTS. MAKE PROMPT
REPAIRS AS NEEDED.
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING,
TEMPORARY DITCH AND SLOPE LINING, ETC. SEE SLOPE AND SURFACE STABILIZATION NOTES LISTED
BELOW.
8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED; CALL FOR INSPECTION BY DURHAM
COUNTY EROSION CONTROL DIVISION.
9. WHEN SITE IS APPROVED BY DURHAM COUNTY EROSION CONTROL DIVISION INSPECTOR; REMOVE
SEDIMENT BASINS/CONVERT THEM TO PERMANENT SCM'S, FINE GRADE AND STABILIZE AREAS.
10. ONCE REMAINING VEGETATION IS ESTABLISHED, CALL FOR A FINAL INSPECTION BY DURHAM COUNTY
EROSION CONTROL DIVISION INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLETION AND REMOVE
REMAINING PERIMETER MEASURES.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
THAN 3:1
7 DAYS
NOT STEEPER THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
7 DAYS FOR SLOPES GREATER
FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ANY OTHER AREAS WITH
NONE (EXCEPT FOR PERIMETERS
14 DAYS
SLOPES FLATTER THAN 4:1
AND HQW ZONES)
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL DURHAM COUNTY AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
MEASURES AS DESIGNED.
2. REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT
POOL NO LONGER DRAINS PROPERLY.
3. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES 6-INCHES AT THE
FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED
ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH.
5. MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF CONSTRUCTION.
6. INSPECT RIPRAP OUTLET PROTECTION STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS,
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACKAFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
TOTAL DISTURBED AREA = 2.27 ACRES (98,937 S.F.)
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EROSION CONTROL DETAILDURHAM
023
COUNTY, NC
SILT FENCE OUTLET
ENGINEERING DEPARTMENT
DATE
02/09
ID
SF-2
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SILT FENCE
FLOW OF WATER
\ I I RPGE PIT
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TO INCREASE STORAGE CAPACITY AND
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LS GENERALLY ADVISABLE TO DIG A
SEDIMENT PR IN FRONT OF THE SILT
FENCE WHENEVER POSSIBLE.
12 GAUGE 4'X4' OR 2"K4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
MEFA_ POSTS,
- ULTRAMCLET RESISTANT (BLACH) MIRIFI
FABRIC OR EQUNALENT SECURED TO WIRE
Wl METAL CLIPS OR WIRE AT 9' OFF
CENTER.
MAX. SEDIMENT STORAGE LEVEL, REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED
_-_-_
TRENCH, COVER W/ SOIL ffi TAMP BACKFI_L.
-
SHEET DRAINAGE (ONLY)
7.
NATURAL GRADE
CARRY PPPROX.IY OF FABRIC INTO TRENCH.
f
CARRY 6' OF WIRE INTO TRENCH.
METAL POSTS AT 10.O.C.
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EROSION CONTROL DETAIL
N�PE>EiGDEPARTMENT TEMPORARY SILT FENCE
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MOTES -no
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LETTERS TO SE J'NGN AANNW, CLEARLY LEG ANO SPACED AS DETAILIA
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RACE A SIGN AT EACH ENO OF LNEaRAN
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AREA
SECURELY
ATTACH SIGNS SECIWELY i0 FENCE POSTS AND FABRIC.
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ADOTMAL SIGNS NAY BE raSL O OA5W ON ACTWL MILD ConoInONS.
PLACE A Slail AT EACH Em OF LINEAR TREE PROTECTIM AM 50'ON CENTER THEI`ER.
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Prohibido Eatrar
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WARNING SIGN DETAIL
EROSION CONTROL DETAIL
Z T'` DURHAM COUNTY, NC TREE PROTECTION DETAIL
ENGINEERING DEPARTMENT DATE m
•.�.. 02/09 TP-1
CITY OF DURHAM STANDARDS AND
SPECIFICATIONS ARE TO BE USED.
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all before you dig.
11'
WITH 2-WAY
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NOTES FOR FLAGGING OPERATIONS
11- IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
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1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING.
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
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2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLDW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OF TRAFFIC.
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
WARNING MEASURES ALREADY EXIST.
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3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
>-M
DOWNSTREAM SIDE OF TRAFFIC.
GENERAL NOTES FOR PILOT CAR OPERATIONS
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PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIME$
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
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THE POSTED SPEED LIMIT.
2- IF ROADWAY WIDTH ILESS THAN 22 FEET (EDP TO EDP CONES MAY NOT BE REQUIRED
ALONG WORK AREA ANN D AT THE DISCRETION OF THE ENG��IEER, CONES MAY BE OMITTED ALONG
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PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2).
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
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4- MOUNT SIGN "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
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7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
E.
THE PILOT VEHICLE.
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FOR $KINNV DRUM REQUIREMENTS.
CONTROL CLOSURE.
5- DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE
LEGEND
B- USE FLAGGERS TO TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS W20-7a
l )
CLOSURE MEASURED FROM THE BE I NING OF THE MERGE
TAPER T6 THE END OF THE LANE CLOSURE.
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METH US OF SAFE EGRESS AND
CONE
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
CAR OPERATIONS.
11 PORTABLE SIGN
SHEET 1 OF
AS DIRECTED BY THE ENGINEER.
DIRECTION OF TRAFFIC FLOW
Details Provided by APPIAN Consulting Engineers -www.appionengineers.com
NEW ASPHALT PER CITY
ABC STONE COMPACTED
(SEE DETAIL 408.01i
TO 100% STD. PROCTOR
OR NCDOT REOMT'S
OR B25.06 BASE COURSE
AS APPLICABLE
COMPACTED TO 92% STD.
- - _ - _ -
PROCTOR OR AS DIRECTED
BY ENGINEER
TACK COAT
SAW CUT
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2" TO 3" MIN.
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TOP OF PIPE
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-'ll_III-III=III-nI-III,-III`III I1' MATERIAL
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NOTES;
EXCAVATION LIMITS
1. Foundation stone shall be required when soil conditions are unsuitable.
2. An additional 1 inch
depth of bedding material will be required for each
additional 2 feet of
trench depth in excess of 16 feet u to a maximum of 12
P P
inches.
3. See City of Durham
standard construction details 511.02 (Water) and 731.01
(Gravity Pipe) for bedding, backfilling, and compaction requirements.
DURHAM
Depl. Water Management Voice (919)5604381
1600 Mist Lake Dr. City of Durham, NC
Durham, N.C. 27704
USE WITH THE STANDARD SPECIFICATIONS ONLY WWW.tlurhamnc.gov
TRENCH CUT
SCALE:
Not To Scala
DETAIL#
z C01.06
1.Iof
1 8 6 9
REPAIR
REVISION DATE:
Feb., 2017
SHEET#:
1 of 1
a, RAILROAD BALLAST OR SURGE STONE SHALL
BE USED. PAD M BE 50'L X 20'W X 6'
D AT A MINIMUM.
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
a. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES-
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
a. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
RAILROAD BALLAST OR SURGE
STONE
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
NOT TO SCALE
s-`•°ti�'� EROSION CONTROL DETAIL
tr, '. DURHAM COUNTY, NC CONSTRUCTION ENTRANCE
DATE ID
k
ERI
�. ENGINE NG DEPARTMENT
I a REV:
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Details Provided by APPIAN Consulting Engineers www.appionengineers.com
RECEIVING PIT STREAM CHANNEL BORE PIT
1O'x3O' MIN. 10'x10' MIN.
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MATERIAL _III -III- I�' STEEL ENCASEMENT -
RESTRAINED JOINT
DUCTILE IRON PIPE
STREAM CROSSING
BORE AND JACK
BORE PIT STREET RECEIVING PIT
10'x3O' MIN. 10'x10' MIN.
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STREET CROSSING
NOTES:BORE AND JACK
1. Depth as necessary to meet minimum cover and/or minimum utility separation
P rY / Y P
requirements.
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2. For water courses wider than 15', the minimum cover is 5 feet.
3. Provide vents only when directed by city engineer.
DURHAM Dept. of Water Management Voice(919) 5604381
1600Mist Lake Dr. City of Durham, INC
AR SPECIFICATIONS ONLY WWW.durhamna. - Durham N.C. 27704 USE WITH THE STANDARD SPEC C S O L 9
SCALE: DETAIL#
I I
BORE AND JACK kRE
mTaScae �co�.oa
6 6 9 INSTALLATION VISION DATE: SHEET#.
Feb., 2017 1 W 1
MILL 2"-
SAW CUT
SAW CUT ALL ASPHALT JOINTS
12" OVERLAP BETWEEN BASE AND SURFACE COURSE
2" MIN. SURFACE COURSE (90-92%)
8"-10" ASPHALT BASE COURSE
�I IIII
IIII ��
TACK COATI
SAW CUT
EXCAVATABLE
FLOWABLE FILL
(DOT SPEC)
FLOWABLE FILL
NOTES: 'I PIP
1. Saw cut edges must be straight ,
and clean.
v 2. Patches must be square or
rectangular with (4) straight sides.
3. final surface course must be flush with .j..,.
the edge of existing pavement, verticall
9 9 P Y
and horizontal) with no spillover of asphalt or tack coat
Y. P P
4. Care must be taken not to damage integrity or appearance of surrounding pavement. If
damaged, the entire surface patch must be expanded to cover damages.
5. All street striping impacted by the repairs must be replaced to City of Durham and/or
D.O.T. standards.
v 6. Proper traffic control and plating of the road during cure time for flowable fill must
be conducted appropriately and to the City, State, and Federal standards.
J 7. The maximum time to complete the full repair shall not exceed 10 working days.
- P P ( ) 9 Y
8. For smaller repairs, surface asphalt may be substituted for base course, but must be
com acted in 2" to 2.5" lifts.
P
3
9. When placing Plowable fill over coarse stone lace a separation fabric on to of stone
P 9 P P P
Lbefore pouring.
i Dept. of Public Works Voice (919) 5604326
101 City Hall Plaza CITY OF DURHAM, NC
Durham, INC 27707 USE WITH THE STANDARD SPECIFICATIONS ONLY v9vvw.durhamne.gov
SCALE: DETAIL#
STREET CUT REPAIR DETAIL Not to Stale 408.01
0
DU HOF AM CROSS SECTION (ALL REPAIRS) R06/201 TE: 'HEoEf#
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VARIABLE SIZE PIPE
NOTES:
1. For trench excavation showingmaximum sloe relationship for parallel installation.
P P
2. If ditch is located between the pipe and the road the to of the pipe shall be
PP P PP
3' below the center line of the ditch in case of future widenings.
DURHAM D1ept. of Water 111 Mill Lake Management City of Durham, NC Voice (919)51
I ® Durham, N.C. 2TT04 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.g-
SCALE: DETAIL#
ROADSIDE PIPE TRENCH Na Ta Scale zC01.03
8 6 9 EXCAVATION REVISION PATE: SHEET#:
Feb., NI( 7 oI 1
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