WILMINGTON MULTI-MODAL TRANSPORTATION CENTER
Transcript of WILMINGTON MULTI-MODAL TRANSPORTATION CENTER
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED THEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF OR IMPROPER RELIANCE UPON THIS DOCUMENT BY OTHERS, WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT, SHALL BE WITHOUT LIABILITY TO DAVENPORT AND SHALL BE A VIOLATION OF THE AGREEMENT BETWEEN DAVENPORT AND ITS CLIENT.
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
PROJECT NUMBER
PROJECT MANAGER
CHECKED BY
DRAWN BY
CFPTA 3
RD S
TREET
TRA
NSIT S
TATI
ON - 5
20 N. 3
RD S
TREET -
WIL
MIN
GTO
N,
NO
RTH C
AR
OLIN
A
REVISIONS
ISSUE DATE
CONSTRUCTION
PRELIMINARYNOT FOR
PROJECT ENGINEER
PORTDAVEN
NCBELS LICENSE NO. C-2522
www.davenportworld.com
F. 336.458.9377
T. 910.251.8912
WILMINGTON, NC 28403
SUITE E
3722 SHIPYARD BOULEVARD
8/18/2017 FINAL (100%) REVIEW SET
170215
16 AUGUST 2017
SHEET DESCRIPTION
DAN CUMBO, PE
DAN CUMBO, PE
CAMERON CLAYTON
JEREMY RUNKLE, PE
RE
G
INANORTH
ON N
AROLC
C
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NGTIILM
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C-2522
CO
CO
W
S
CO
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CO
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G G
TRAFFIC BOX
S
CONCRETE
5'
CH
AIN LIN
K F
EN
CE
W
W
UP RAMP
'
E
FT/D
T/D
T/D
T/D
ABOVE (TYP.)CANOPY ROOFLUMINESCENT
(TYP.)BENCH
94.00'
50.00'
10+00
13+00
12+00
11+00
CONSULTING.
CONSULTING SHALL BE WITHOUT LIABILITY TO DAVENPORT TRANSPORTATION
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT TRANSPORTATION
FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS
DISTORTED DURING THE REPRODUCTION PROCESS.
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE BEEN
OF SERVICES.
UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO THE FINAL CONNECTIONS
ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR
NCDOT STANDARD SPECIFICATIONS 2012 APPLY TO THESE PLANS.
NOTES:
NOT TO SCALE
VICINITY MAPNOT TO SCALE
PROJECT LOCATION MAP
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
SITE DEVELOPMENT
TRANSPORTATION CENTER
WILMINGTON MULTI-MODAL
CV.1
COVER SHEET
EROSION CONTROL PLANEC.1
TRAFFIC CONTROL PLANTC.1
ROADWAY PLAN SHEETRD.1
TYPICAL SECTIONSTS.1-TS.2
GENERAL NOTESGN.1
COVER SHEETCV.1
SHEET INDEX
CAMPBELL STREET
RED CROSS STREET
N. 3
RD
ST
RE
ET
BUSINESS 17
76 WEST
76 EAST
BUSINESS 17
HI
GH
WA
Y 74
LOCATION
PROJECT
CONTACT: DAN CUMBO, PE
P: (910) 251-8912
WILMINGTON, NC 28403
3722 SHIPYARD BOULEVARD, SUITE E
DAVENPORT
ENGINEER:
CONTACT: ALBERT EBY
P: (910) 202-2035
WILMINGTON, NC 28405-0130
P.O. BOX 12630
CAPE FEAR TRANSPORTATION AUTHORITY
OWNER:
CONTACT: DAVID CRISER, PE
P: (910) 397-2929
WILMINGTON, NC 28403
3809 PEACHTREE AVENUE, SUITE 102
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
CIVIL ENGINEER:
CONTACT: JOHN FARABOW, JR., AIA, NCARB
P: (910) 343-6008
WILMINGTON, NC 28403
2202 WRIGHTSVILLE AVENUE, SUITE 212
H R ASSOCIATES, PA
ARCHITECT:
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED THEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF OR IMPROPER RELIANCE UPON THIS DOCUMENT BY OTHERS, WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT, SHALL BE WITHOUT LIABILITY TO DAVENPORT AND SHALL BE A VIOLATION OF THE AGREEMENT BETWEEN DAVENPORT AND ITS CLIENT.
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
PROJECT NUMBER
PROJECT MANAGER
CHECKED BY
DRAWN BY
CFPTA 3
RD S
TREET
TRA
NSIT S
TATI
ON - 5
20 N. 3
RD S
TREET -
WIL
MIN
GTO
N,
NO
RTH C
AR
OLIN
A
REVISIONS
ISSUE DATE
CONSTRUCTION
PRELIMINARYNOT FOR
PROJECT ENGINEER
PORTDAVEN
NCBELS LICENSE NO. C-2522
www.davenportworld.com
F. 336.458.9377
T. 910.251.8912
WILMINGTON, NC 28403
SUITE E
3722 SHIPYARD BOULEVARD
8/18/2017 FINAL (100%) REVIEW SET
170215
16 AUGUST 2017
SHEET DESCRIPTION
DAN CUMBO, PE
DAN CUMBO, PE
CAMERON CLAYTON
JEREMY RUNKLE, PE
RE
G
INANORTH
ON N
AROLC
C
IO
N
C
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IS
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CERT NO
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RED
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C-2522
GN.1
GENERALNOTES
QUALITY ASSURANCE.
CONTRACTOR SHALL PROVIDE ADVANCED NOTIFICATION TO THE RESPECTIVE PROFESSIONALS RESPONSIBLE FOR CONSTRUCTION
CONTRACTOR SHALL ENSURE THE OWNER IS AWARE OF AND HAS PROPERLY ADDRESSED THESE PERMIT REQUIREMENTS.
ITEMS.
VERIFICATIONS INCLUDE, BUT ARE NOT LIMITED TO, SUB-GRADE, PAVEMENT STRUCTURE, DRAINAGE, AND TRAFFIC CONTROL
& MV2) FORMS, CERTAIN INSPECTION AND TESTING REPORTS, AS WELL AS SUPPORTING DOCUMENTATION AND CALCULATIONS.
CERTIFICATIONS REQUIRED UNDER THE PERMIT. THESE MAY INCLUDE CERTIFICATION MEMORANDA, COMPLETION OF QMS (MV1
THE OWNER IS RESPONSIBLE FOR RETAINING THE APPROPRIATE PROFESSIONALS FOR ANY QUALITY ASSURANCE
IMPROVEMENTS WITHIN CITY R/W AND SUBSEQUENTLY RELEASING ANY PERMIT AND PERFORMANCE BOND.
SATISFYING QUALITY ASSURANCE PERMIT REQUIREMENTS MAY BE NECESSARY PRIOR TO CITY ACCEPTING PROJECT
QUALITY ASSURANCE:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND THE TRAFFIC CONTROL PLANS INCLUDED HEREIN.
TRAFFIC CONTROL:
SIGN HOLES ARE TO BE CORED TO SUBGRADE AND FILLED WITH SAND.
SIGN POST INSTALLATION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS.
ALL TRAFFIC SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
SIGNING:
MARKINGS.
MARKINGS PRE-MARKED, INSPECTED, AND APPROVED BY CITY PERSONNEL PRIOR TO THE PLACEMENT OF FINAL PAVEMENT
PAVEMENT MARKINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE PAVEMENT
ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS.
PAVEMENT MARKINGS:
INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
NO SUBSURFACE INVESTIGATIONS OR PLANS ARE AVAILABLE FOR THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN
SUBSURFACE:
CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COORDINATION.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS.
DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
UTILITIES WITHIN THE PROJECT SITE.
NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING
AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION.
UTILITIES:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING:
AUTHORITIES BEFORE BEGINNING WORK ON THE PROJECT.
THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM THE APPROPRIATE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
TO THE ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY.
HIS BID. ANY DISCREPANCY BETWEEN THE SITE AND THOSE CONDITIONS REPRESENTED ON THE DRAWINGS SHALL BE BROUGHT
CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY HIMSELF OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING
CONTRACTOR IS TO SCHEDULE AND COORDINATE WORK BY OTHERS.
GENERAL:
ARE DETAILED HEREIN.
THE WILMINGTON MULTIMODAL TRANSPORTATION CENTER SITE DEVELOPMENT FROM N THIRD STREET. SPECIFIC IMPROVEMENTS
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN ACCESS POINT, MEDIAN MODIFICATIONS, AND LEFT TURN LANE INTO
STATEMENT OF WORK:
GENERAL NOTES
PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES1205.08
PAVEMENT MARKINGS - TURN LANES1205.05
PAVEMENT MARKINGS - INTERSECTIONS1205.04
PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS1205.02
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS1205.01
DRUM1130.01
FLASHING ARROW BOARDS1115.01
PORTABLE WORK ZONE SIGNS - MOUNTING HEIGHT & LATERAL CLEARANCE1110.02
STATIONARY WORK ZONE SIGNS - MOUNTING HEIGHT & LATERAL CLEARANCE1110.01
TRAFFIC CONTROL DESIGN TABLES1101.11
TEMPORARY LANE CLOSURES1101.02
WORK ZONE ADVANCE WARNING SIGNS1101.01
CONCRETE ISLANDS852.01
CONCRETE CURB, GUTTER AND CURB & GUTTER846.01
PAVEMENT REPAIRS654.01
METHOD OF CLEARING - METHOD II200.02
A PART OF THESE PLANS:
JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED
DESIGN BRANCH - N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C., DATED
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY
STANDARDS
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED THEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF OR IMPROPER RELIANCE UPON THIS DOCUMENT BY OTHERS, WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT, SHALL BE WITHOUT LIABILITY TO DAVENPORT AND SHALL BE A VIOLATION OF THE AGREEMENT BETWEEN DAVENPORT AND ITS CLIENT.
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
PROJECT NUMBER
PROJECT MANAGER
CHECKED BY
DRAWN BY
CFPTA 3
RD S
TREET
TRA
NSIT S
TATI
ON - 5
20 N. 3
RD S
TREET -
WIL
MIN
GTO
N,
NO
RTH C
AR
OLIN
A
REVISIONS
ISSUE DATE
CONSTRUCTION
PRELIMINARYNOT FOR
PROJECT ENGINEER
PORTDAVEN
NCBELS LICENSE NO. C-2522
www.davenportworld.com
F. 336.458.9377
T. 910.251.8912
WILMINGTON, NC 28403
SUITE E
3722 SHIPYARD BOULEVARD
8/18/2017 FINAL (100%) REVIEW SET
170215
16 AUGUST 2017
SHEET DESCRIPTION
DAN CUMBO, PE
DAN CUMBO, PE
CAMERON CLAYTON
JEREMY RUNKLE, PE
RE
G
INANORTH
ON N
AROLC
C
IO
N
C
R
IS
TE
CERT NO
N
RED
GIEN
ERINEG
DAV NPOE
ORP
OR
AT
T
NGTIILM
W
C-2522NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
PAVEMENT SCHEDULE
E1
D1
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
C1
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
IN TWO LIFTS 1.0" DEPTH EACH.
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. TO BE PLACED
LC
EXIST.EXIST.
E1C1 D1
TYPICAL SECTION NO. 1
-L1- NORTH 3RD STREET
EXIST EXIST
0'-9.5'
EXIST EXISTVARIESWIDENING
TYPICAL
TS.1
SECTIONS
EXIST.EXIST.
E1
C1
D1
EXIST EXIST EXIST EXIST
LC -L1- NORTH 3RD STREET
TYPICAL SECTION NO. 2
T
0'-7.5'
T EARTH MATERIAL
VAR.
MATCH EXIST.
EXIST.
MATCH
STA. 11+92 TO STA. 13+10
STA. 13+10 TO STA. 13+51
2'-9.5'
GRASSWITHCURB
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED THEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF OR IMPROPER RELIANCE UPON THIS DOCUMENT BY OTHERS, WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT, SHALL BE WITHOUT LIABILITY TO DAVENPORT AND SHALL BE A VIOLATION OF THE AGREEMENT BETWEEN DAVENPORT AND ITS CLIENT.
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
PROJECT NUMBER
PROJECT MANAGER
CHECKED BY
DRAWN BY
CFPTA 3
RD S
TREET
TRA
NSIT S
TATI
ON - 5
20 N. 3
RD S
TREET -
WIL
MIN
GTO
N,
NO
RTH C
AR
OLIN
A
REVISIONS
ISSUE DATE
CONSTRUCTION
PRELIMINARYNOT FOR
PROJECT ENGINEER
PORTDAVEN
NCBELS LICENSE NO. C-2522
www.davenportworld.com
F. 336.458.9377
T. 910.251.8912
WILMINGTON, NC 28403
SUITE E
3722 SHIPYARD BOULEVARD
8/18/2017 FINAL (100%) REVIEW SET
170215
16 AUGUST 2017
SHEET DESCRIPTION
DAN CUMBO, PE
DAN CUMBO, PE
CAMERON CLAYTON
JEREMY RUNKLE, PE
RE
G
INANORTH
ON N
AROLC
C
IO
N
C
R
IS
TE
CERT NO
N
RED
GIEN
ERINEG
DAV NPOE
ORP
OR
AT
T
NGTIILM
W
C-2522NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
PAVEMENT SCHEDULE
E1
D1
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
C1
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
IN TWO LIFTS 1.0" DEPTH EACH.
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. TO BE PLACED
LC
EXIST.EXIST.
STA. 13+51 TO STA. 13+84
-L1- NORTH 3RD STREET
EXIST EXIST EXIST EXIST
TYPICALSECTIONS
R1
TYPICAL SECTION NO. 3
9.5'
ISLANDCONCRETE
R1
5" MONOLITHIC CONCRETE ISLAND
TS.2
EXIST. EXIST.
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8/18/2017
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED THEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF OR IMPROPER RELIANCE UPON THIS DOCUMENT BY OTHERS, WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT, SHALL BE WITHOUT LIABILITY TO DAVENPORT AND SHALL BE A VIOLATION OF THE AGREEMENT BETWEEN DAVENPORT AND ITS CLIENT.
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
PROJECT NUMBER
PROJECT MANAGER
CHECKED BY
DRAWN BY
CFPTA 3
RD S
TREET
TRA
NSIT S
TATI
ON - 5
20 N. 3
RD S
TREET -
WIL
MIN
GTO
N,
NO
RTH C
AR
OLIN
A
REVISIONS
ISSUE DATE
CONSTRUCTION
PRELIMINARYNOT FOR
PROJECT ENGINEER
PORTDAVEN
NCBELS LICENSE NO. C-2522
www.davenportworld.com
F. 336.458.9377
T. 910.251.8912
WILMINGTON, NC 28403
SUITE E
3722 SHIPYARD BOULEVARD
8/18/2017 FINAL (100%) REVIEW SET
170215
16 AUGUST 2017
SHEET DESCRIPTION
DAN CUMBO, PE
DAN CUMBO, PE
CAMERON CLAYTON
JEREMY RUNKLE, PE
RE
G
INANORTH
ON N
AROLC
C
IO
N
C
R
IS
TE
CERT NO
N
RED
GIEN
ERINEG
DAV NPOE
ORP
OR
AT
T
NGTIILM
W
C-2522
50
4847
46
46
45
45
44
51
51 51
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50
50
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4848
48
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47
47
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47
47
47
46
50
PLAN SHEETROADWAY
RD.11:
20 20 40010
20
N
E
S
W
CO
CO
W
S
CO
W
CO
W
WS
W
GG
S
N. 4
TH S
TR
EE
T
N. 3
RD S
TR
EE
T
CAMPBELL STREET
EX.
CU
RB
CONCRETECONCRETE
5'
CH
AIN LIN
K F
EN
CE
EX.
CU
RB
LANDSCAPING
LANDSCAPING
LANDSCAPING
PARKING
EMPLOYEE
CFPTA
LANDSCAPING
SPACE
OPEN
EXISTING
FFE = 46.22'
BUILDING
WMMTC
EXIST/NEW
MECH
NEW
EXISTING CIINDER BLOCK WALL
E
F
LANDSCAPING
LAN
DSCAPIN
G
(TYP.)
BENCH
LANDSCAPING (TYP.)
94.00'
R=2'
R=4.75'
9.00 RT
+12.01
0.00 RT
+79.06 MONOLITHIC CONCRETE ISLAND
GRASSED MEDIAN
0.00 RT
+40.82
END WIDENING
PROPOSED ASPHALT PAVEMENT
CONCRETE CURB
0.00 RT
+50.85
BEGIN CONC. ISLAND
END CONCRETE CURB
5'
BRIDGE/APPROACH SLAB JOINT
-L1-
0.00 RT
+96.94
4.75 RT
+92.19
BEGIN WIDENING
9.50 RT
+96.94
9.50 RT
+79.05
9.50 RT
+50.78
BEGIN CONC. ISLAND
END CONCRETE CURB
50.00'
5.54 RT
+11.63
POTSta. 10+00.00
POTSta. 13+88.83
10+00
13+00
12+00
11+00
PAVEMENT MARKING LEGEND
TD
TE
TI TP UA -
--
-
- THERMOPLASTIC
THERMOPLASTIC
THERMOPLASTICTHERMOPLASTICTHERMOPLASTIC LEFT TURN ARROW (90 MIL)
YELLOW DIAGONAL (8", 90 MIL) YELLOW DOUBLE CENTER (4", 120 MIL)
WHITE SOLID LANE LINE (4", 120 MIL)
3 FT. -9 FT./SP WHITE MINISKIP (4", 120 MIL) -
-
---
UA
TE
TI
TD
TP
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED THEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF OR IMPROPER RELIANCE UPON THIS DOCUMENT BY OTHERS, WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT, SHALL BE WITHOUT LIABILITY TO DAVENPORT AND SHALL BE A VIOLATION OF THE AGREEMENT BETWEEN DAVENPORT AND ITS CLIENT.
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
PROJECT NUMBER
PROJECT MANAGER
CHECKED BY
DRAWN BY
CFPTA 3
RD S
TREET
TRA
NSIT S
TATI
ON - 5
20 N. 3
RD S
TREET -
WIL
MIN
GTO
N,
NO
RTH C
AR
OLIN
A
REVISIONS
ISSUE DATE
CONSTRUCTION
PRELIMINARYNOT FOR
PROJECT ENGINEER
PORTDAVEN
NCBELS LICENSE NO. C-2522
www.davenportworld.com
F. 336.458.9377
T. 910.251.8912
WILMINGTON, NC 28403
SUITE E
3722 SHIPYARD BOULEVARD
8/18/2017 FINAL (100%) REVIEW SET
170215
16 AUGUST 2017
SHEET DESCRIPTION
DAN CUMBO, PE
DAN CUMBO, PE
CAMERON CLAYTON
JEREMY RUNKLE, PE
RE
G
INANORTH
ON N
AROLC
C
IO
N
C
R
IS
TE
CERT NO
N
RED
GIEN
ERINEG
DAV NPOE
ORP
OR
AT
T
NGTIILM
W
C-2522
30 FT60 MPH or HIGHER
25 FT 55
20 FT45-50
15 FT 40 OR LESS
MINIMUM OFFSETPOSTED SPEED LIMIT
BARRIER IS OFFSET FROM ONCOMING TRAFFIC AS FOLLOWS OR AS SHOWN IN THE PLANS:
TIMES BY A TEMPORARY CRASH CUSHION UNLESS THE APPROACH END OF MOVABLE/PORTABLE CONCRETE
PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER FROM ONCOMING TRAFFIC AT ALL
72 HOURS) OR A TEMPORARY CRASH CUSHION.
INSTALLATION AND REMOVAL OF THE BARRIER BY EITHER A TRUCK MOUNTED IMPACT ATTENUATOR (MAXIMUM
PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER AT ALL TIMES DURING THE M.
TEMPORARY BARRIER IS REMOVED.
THE SECTION OF THE ROADWAY CLOSED UNTIL THE TEMPORARY BARRIER CAN BE PLACED OR AFTER THE
INSTALL AND SPACE DRUMS NO GREATER THAN TWICE THE POSTED SPEEED LIMIT (MPH) TO CLOSE OR KEEP
HAZARD, OR AS DIRECTED BY THE ENGINEER.
UNLESS OTHERWISE STATED IN THE TRAFFIC CONTROL PLANS, TEMPORARY BARRIER IS PROTECTING A
TEMPORARY BARRIER FOR A PERIOD LONGER THAN TWO (2) MONTHS, REMOVE/RESET TEMPORARY BARRIER
ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION AND NO WORK IS PERFORMED BEHIND THE
DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE.
STATED IN THE TRAFFIC CONTROL PLANS OR AS DIRECTED BY THE ENGINEER.
PROCEED IN A CONTINUOUS MANNER TO COMPLETE THE PROPOSED WORK IN THAT LOCATION UNLESS OTHERWISE
PRIOR TO BEGINNING WORK IN ANY LOCATION. ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION,
INSTALL TEMPORARY BARRIER ACCORDING TO THE TRAFFIC CONTROL PLANS A MAXIMUM OF TWO (2) WEEKS L.
TRAFFIC BARRIER
UNEVEN AREA, OR AS DIRECTED BY THE ENGINEER.
INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) AND/OR "BUMP" SIGNS (W8-1) 100 FT IN ADVANCE OF THE K.
ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.J.
AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE I.
SIGNING
AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 350 FEET IN ADVANCE
DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC FOR NOMINAL H.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.
GREATER.
BACKFILL DROP-OFFS THE EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR
AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO G.
PAVEMENT EDGE DROP OFF REQUIREMENTS
WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER.
DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP OR LOOP F.
WITH THE CLOSED TRAVEL LANE.
AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIL
FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS OR
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED E.
DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED FACILITY AND
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY D.
PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE C.
CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE B.
LANE AND SHOULDER CLOSURE REQUIREMENTS
THE HAULING OPERATION IS PROTECTED BY BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER.
DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS A.
PROJECT NOTES
EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER OR NCDOT.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT,
DEVICES, AS DIRECTED BY THE ENGINEER OR NCDOT.
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF
ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS, OR RESULT IN DUPLICATE, OR UNDESIRED
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND
TC.1
TRAFFICCONTROLPLAN
AND PLACE TRAFFIC IN THE EXISTING TRAFFIC PATTERN.
DEVICES FOR LANE CLOSURES ACCORDING TO THE TIME RESTRICTIONS STATED ABOVE
CONTRACTOR IS REQUIRED TO COMPLETE THE REMOVAL AL OF ALL TRAFFIC CONTROL
THE COMPLETION TIME FOR THIS INTERMEDIATE CONTRACT WORK SHALL BE THE TIME THE
LANE CLOSURES ACCORDING TO THE TIME RESTRICTIONS LISTED HEREIN.
TIME THE CONTRACTOR BEGINS TO INSTALL ALL TRAFFIC CONTROL DEVICES FOR
THE TIME OF AVAILABILITY FOR THIS INTERMEDIATE CONTRACT WORK SHALL BE THE
DURING THESE PERIODS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
SHALL SCHEDULE HIS WORK SO THAT LANE CLOSURES WILL NOT BE REQUIRED
INDEPENDENCE DAY, LABOR DAY THANKSGIVING, AND CHRISTMAS. THE CONTRACTOR
HOLIDAYS AND HOLIDAY WEEKENDS SHALL INCLUDE NEW YEAR'S, EASTER, MEMORIAL DAY,
CHRISTMAS DAY.
CHRISTMAS DAY AND 8:00PM THE FOLLOWING TUESDAY AFTER THE WEEK OF
FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00AM THE FRIDAY BEFORE THE WEEK OF 8.
MONDAY.
FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00AM TUESDAY AND 8:00PM 7.
FOR LABOR DAY, BETWEEN THE HOURS OF 6:00AM FRIDAY AND 8:00PM TUESDAY.6.
8:00PM THE TUESDAY AFTER INDEPENDENCE DAY.
BETWEEN THE HOURS OF 6:00AM THE THURSDAY BEFORE INDEPENDENCE DAY AND
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY, THEN
INDEPENDENCE DAY AND 8:00PM THE DAY AFTER INDEPENDENCE DAY.
FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00AM THE DAY BEFORE 5.
FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00AM FRIDAY AND 8:00PM TUESDAY.4.
FOR EASTER, BETWEEN THE HOURS OF 6:00AM THURSDAY AND 8:00PM MONDAY.3.
MONDAY, THEN UNTIL 8:00PM THE FOLLOWING TUESDAY.
JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR
FOR NEW YEAR'S DAY, BETWEEN THE HOURS OF 6:00AM DECEMBER 31ST AND 8:00PM 2.
DIRECTED BY THE ENGINEER.
FOR UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS 1.
HOLIDAY AND HOLIDAY WEEKEND LANE CLOSURE RESTRICTIONS
UNUSUALLY HEAVY, INCLUDING THE FOLLOWING SCHEDULES:
HOLIDAY WEEKENDS, SPECIAL EVENTS, OR ANY OTHER TIME WHEN TRAFFIC IS
THIRD STREET, DETAIN AND/OR ALTER THE TRAFFIC FLOW ON OR DURING HOLIDAYS,
IN ADDITION, THE CONTRACTOR SHALL NOT CLOSE OR NARROW A LANE OF TRAFFIC ON
MONDAY - FRIDAY 6:00AM-9:00AM AND 4:00PM-7:00PM
TRAFFIC DURING THE FOLLOWING TIMES:
*PEAK HOURS RESTRICTED - THE CONTRACTOR SHALL NOT CLOSE OR NARROW A LANE OF
DAY AND TIME RESTRICTIONS
THIRD STREET.
- CONSTRUCT ASPHALT PAVEMENT, CONCRETE CURB, MONOLITHIC CONCRETE ISLAND, ETC. IN THE MEDIAN OF
NCDOT STD. 1101.02 SHEET 3 OF 15.
STEP 2 - CLOSE INSIDE TRAVEL LANES ON SOUTHBOUND AND NORTHBOUND THIRD STREET IN ACCORDANCE WITH
NCDOT STD. 1101.01.
STEP 1 - INSTALL ADVANCE WARNING SIGNS ON THIRD STREET AND ALL SIDE STREETS IN ACCORDANCE WITH
PHASE 1
PHASING NOTES
UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
(W8-7) AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8-3) AND RESPECTIVELY IN ADVANCE OF THE
ROADWAY ELEVATION, AS DETERMINED BY THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS
IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAYS TIME, BRING THE TIE-IN AREA TO AN APPROPRIATE X.
MISCELLANEOUS
OPERATION.
REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S W.
TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.V.
ENGINEER.
PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE
PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF U.
NONEPAINTALL
MARKERMARKINGROAD NAME
AS FOLLOWS:
INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT T.
NONE THERMOALL
MARKERMARKINGROAD NAME
INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS FOLLOWS:S.
PAVEMENT MARKING AND MARKERS
CHANGING THE DIRECTION OT THE RIGHT OF WAY.
RED CONES SHOULD BE USED AT NIGHT. OFFICERS MAY ALSO USE A WHISTLE TO SIGNAL WHEN THEY ARE
OFFICERS SHALL BE PROPERLY ATTIRED AND SHALL DIRECT TRAFFIC WITH HAND MOTIONS. FLASHLIGHTS WITH
DISCRETION OF THE OFFICER.
TRAFFIC SIGNAL MAY BE PUT INTO FLASHING OPERATION OR MAY REMAIL IN NORMAL OPERATION AT THE
ONLY UNIFORMED POLICE OFFICERS SHALL DIRECT TRAFFIC THROUGH SIGNALIZED INTERSECTIONS. THE R.
TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC.
PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES (DRUMS, CONES OR SKINNY DRUMS) PERPENDICULAR Q.
ENTIRE ROADWAY.
PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE P.
SPECIFICATIONS FOR ROADS AND STRUCTURES OR AS SHOWN IN THE PLANS.
ARE NOT IN EFFECT. WHEN SKINNY DRUMS ARE ALLOWED, REFER TO SECTION 1180 OF STANDARD
EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE CLOSURES
SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), O.
TRAFFIC CONTROL DEVICES
NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION.N.
TRAFFIC PATTERN ALTERATIONS
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED THEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF OR IMPROPER RELIANCE UPON THIS DOCUMENT BY OTHERS, WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DAVENPORT, SHALL BE WITHOUT LIABILITY TO DAVENPORT AND SHALL BE A VIOLATION OF THE AGREEMENT BETWEEN DAVENPORT AND ITS CLIENT.
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
PROJECT NUMBER
PROJECT MANAGER
CHECKED BY
DRAWN BY
CFPTA 3
RD S
TREET
TRA
NSIT S
TATI
ON - 5
20 N. 3
RD S
TREET -
WIL
MIN
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N,
NO
RTH C
AR
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A
REVISIONS
ISSUE DATE
CONSTRUCTION
PRELIMINARYNOT FOR
PROJECT ENGINEER
PORTDAVEN
NCBELS LICENSE NO. C-2522
www.davenportworld.com
F. 336.458.9377
T. 910.251.8912
WILMINGTON, NC 28403
SUITE E
3722 SHIPYARD BOULEVARD
8/18/2017 FINAL (100%) REVIEW SET
170215
16 AUGUST 2017
SHEET DESCRIPTION
DAN CUMBO, PE
DAN CUMBO, PE
CAMERON CLAYTON
JEREMY RUNKLE, PE
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C-2522
FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE.
SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED
BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED.
ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD
UNDERMINING, OR DETERIORATION.
INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS
STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A
FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL
ALL MEASURES STATED ON THE EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE MAINTAINED IN FULLY
MAINTENANCE:
EROSION CONTROL PLAN.
ANY OFFSITE BORROW MATERIAL REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED
ADDITIONAL SILT FENCING AND EROSION CONTROL MEASURES MAY BE REQUIRED BASED ON FIELD CONDITIONS.
ADDITIONAL CONSTRUCTION ENTRANCES MAY BE REQUIRED BASED ON FIELD CONDITIONS.
OUTLET PROTECTION IS REQUIRED FOR ALL OUTLETS LOCATED IN THE WORKING AREA.
INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA.
INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT.
EROSION CONTROL PLAN.
ANY AREAS USED FOR STAGING OR STOCKPILING OUTSIDE OF PERMITTED LIMITS WILL REQUIRE A SEPARATE
ANY STOCKPILING OF SOIL ON PAVED SURFACES SHALL HAVE SAND AND/OR ROCK SCREENINGS UNDERNEATH AREA.
PERMANENT DRY OR WET BASINS.
OR STABLE OUTLETS. TEMPORARY SEDIMENT BASIN MUST BE MAINTAINED PRIOR TO TRANSITIONING TO
PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR EIVERT SEDIMENT - LADEN WATER TO APPROPRIATE TRAPS
TEMPORARY DEVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO
REQUIRED.
CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE
THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY
THE SITE IS STABILIZED.
OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND DISTURBED AREAS HAVE BEEN STABILIZED.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH
PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION
REPLACED, AS NECESSARY.
OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
FOURTEEN (14) DAYS.
(14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME WITHIN
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
IF NECESSARY, SLOPES THAT EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
SLOPES SHALL BE GRADED NO STEEPER THAT 2:1, UNLESS OTHERWISE SPECIFIED.
CAROLINA EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NORTH
EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.
ANY GRADING BEYOND THE DISTURBED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA
LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURPOSES ONLY.
IMMEDIATELY AFTER INSTALLATION.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL
SEDIMENT BASINS, PERIMETER DIKES, SEIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
ORIGINAL APPLICATION.
SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE
WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE
FURTHER EROSION AND SEDIMENTATION.
SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 15 DAYS AFTER FINAL
PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
WITH THE NCDENR.
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT
EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.
OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL
CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONSTRUCTION.
INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
STRUCTURES TO MINMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
SERVICE REGULATIONS.
SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF AGRICULTURE, AND U.S. SOIL CONSERVATION
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NCDENR EROSION AND
SEDIMENT CONTROL REGULATIONS.
CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NCDENR EROSION AND
THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION
ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY.
TO PREVENT EROSION.
RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, DIVERSION DITCHES, ETC.)
DUE TO THE GARDE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE
VELOCITIES AND EROSION.
SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF
IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.
CONTROL BASINS AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS
CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM THE EROSION
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE
DRAINS MUST BE REMOVED IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
ALL MATERIALS SPILLED, DROPPED WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM
PROPERLY.
AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. WASH WATER MUST BE DISPOSED OF
ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER
TO REMOVE THE MAJORITY OF DIRT OF MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES
IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT
PLAN.
CONSTRUCTION ACTIVITY OCCURING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE
PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST
DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE
CONSTRUCTION ACTIVITY OCCURING IN THESE AREAS.
SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST
DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 14 DAYS
INITIATED AS SOON AS PRACTICABLE.
ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE EROSION CONTROL PLAN, SHALL BE
WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR JURISDICTIONAL WATERS.
CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF
RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED
TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OF
LEAKS.
OR READILY AVAILABLE WITHIN A SPILL KIT TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND
SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION BOOMS SHALL BE MAINTAINED ONSITE
DETATINED AND PROPERLY TREATED OR DISPOSED.
ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE
LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.
USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR
CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE
GENERAL PERMIT AS WELL AS LIMITED TO THE AREAS OF DISTURBANCE.
CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE
CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.
REQUIREMENTS OR NAMUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL
BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL
OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.
MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO
CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE ECP. ADDITIONAL BEST
BECOME FAMILIAR WITH THEIR CONTENTS.
STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PERMIT) AND
ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT TO DISCHARGE
OBTAIN A COPY OF THE EROSION CONTROL PLAN (ECP) AND THE STATE OF NORTH CAROLINA DEPARTMENT OF
ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL
DISTURBED AREA < 1 AC
EROSION CONTROL:
GENERAL NOTES
EC.1
EROSIONCONTROLPLAN
AFTER PERMANENT COVER IS ESTABLISHED.
CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
PLANTING SEASON, IF POSSIBLE. IF THE STAND SHOULD BE OVER 60% DAMAGED,
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SEEDING EQUIPMENT OR CULTIPACK AFTER.
SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEEDING. SEED LIGHTLY WITH
PREPARED, 4 TO 6 INCHES DEEP.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLE UNIFORM SEEDBED IS
SOIL (SEE BELOW*).
APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
REASONABLE SMOOTH AND UNIFORM.
REMOVE ALL LOOSE, ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
CONDITIONS, IF AVAILABLE.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
SEEDBED PREPARATION:
SEEDING AND MULCHING NOTES:
7. STABILIZE SLOPES AS AREAS ARE BROUGHT TO FINISHED GRADE.
COMMENCING WITH PHASE TWO OF EROSION CONTROL MEASURES.
6. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO
DEVICES AND STRUCTURES.
5. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES
3. INSTALL EROSION CONTROL MEASURES.
INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDENR.
PHASE ONE
SEQUENCE
ON SITE IN COMPLIANCE WITH NCDENR REQUIREMENTS.
CONTRACTOR SHALL MAINTAIN AN EROSION CONTROL INSPECTION AND MAINTENANCE LOG
50%.
OF PROPERLY FROM SEDIMENT BASINS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY
OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED AND DISPOSED
OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAIANED IN
OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.
(SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING
THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION
PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.
PREVENT TRACKING OF FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE
THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL