20110089 Ver 2_PDF - Phase 2 Construction Signed 8.3.2012 Full Set_20120917

Strickland, Bev
From: |[e-mail]
Sent: Monday, September 17.2O123:O8PM
To: Strickland, Bev
Subject: Dave Richmond has sent you a file using McGill Associates.
IHI
From. Dave Richmond Contact Information
Email. (828)252-O575
Comments from Dave Richmond. Bev, Atachedim the complete set
ofpdfm for Aidie Park am per your namquest. Should you need
additional infonnation, please don't hesitate to contact me. Dave
Richmond McGill Associates 828-328-2Q24
To download the file(s) click here.

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NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. OBTAIN GRADING PERMIT.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION.
4. PROCEED WITH GRADING, CLEARING AND GRUBBING.
5. SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED,
SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
SUMMER (PERMANENT) SEEDING (MAY 15 TO AUGUST 15)
LIME 4,000 LBS.
FERTILIZER (10- 10 -10) 1,000 LBS.
KY -31 FESCUE 250 LBS.
STRAW MULCH 4,000 LBS. (ANCHORED)
GERMAN MILLET 40 LBS.
(OR SMALL - STEMMED SUDAN GRASS 0 40 LBS.)
WINTER (TEMPORARY) SEEDING (AUGUST 15 TO MAY 15)MOUNTAINS
LIME 4,000 LBS.
FERTILIZER (10- 10 -10) 1,000 LBS.
KY -31 FESCUE 100 LBS.
STRAW MULCH 4,000 LBS. (ANCHORED)
RYE (GRAIN) 120 LBS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:'
SERICEA LESPEDEZA (KOREAN) 50 LBS.
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
1,000 LBS. PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 2 :1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. REQUEST FINAL APPROVAL BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
9. SILT FENCE STONE OUTLETS (WIRE MESH AND WASHED STONE) ARE RECOMMENDED AT SILT FENCE LOW POINTS.
10. SILT FENCE SHOULD BE INSTALLED 10 FEET OFF THE TOE OF FILL SLOPES (TO PROVIDE SPACE FOR SEDIMENT
STORAGE AND MAINTENANCE).
11. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL THE SITE
IS FULLY STABILIZED.
12. ALL SEDIMENT TRAPS SHOULD BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION.`
13. THIS PROJECT MAY BE SUBJECT TO WATER QUALITY 401/404 PERMIT REQUIREMENTS.
14. CONTACT RYAN KORMANIK AT (704) 235 -2149 TO ADVISE ON START DATE AND SCHEDULE A PRECONSTRUCTION MEETING.
GENERAL NOTES:
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM A SURVEY PERFORMED BY DEMON SURVEYING.
TOPOGRAPHIC INFORMATION PERFORMED BY McGILL ASSOCIATES.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
THAN THE ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT
LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE
DAYS PRIOR TO CONSTRUCTION CONTRACTOR. MUST NOTIFY EXISTING UTILITY OWNERS.
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1 -800- 632 - 4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION
OF WATER POLLUTION CONTROL.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE
LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL
NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
9. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
PRACTICES AT THE CONTRACTOR'S EXPENSE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING
CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS
A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY
AFTER CONSTRUCTION.
BEFORE YOU "r-lm
CALL 1 -800 -632 -4949
N.C. ONE -CALL CENTER
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1 6 -27 -12 GRH
NO. DATE I BY
REVISED ROADWAY ALIGNMENT
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GENERAL CONSTRUCTION NOTES
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1.
FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
-
CONDITIONS
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
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FOR UNCLASSIFIED EXCAVATION.
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TELEPHONE PEDESTAL
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2.
UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
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THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
°ED
CABLE TV PEDESTAL
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
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EQUAL TO OR GREATER THEN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
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PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
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INTERSTATE HIGHWAY
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST,
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U.S. HIGHWAY
ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
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CONCRETE MONUMENT
3.
ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
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RIGHT -OF -WAY MONUMENT
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ANY AREA NOT CLEARED OR GRUBBED,
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D.O.T. CONTROL POINT
4.
ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
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PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
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FENCES, ETC.., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
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UTILITY POLE
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
GUY WIRE ANCHOR
93000
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
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THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
(Q SSMH
MANHOLE
CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST AND
SANITARY SEWER MANHOLE
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
0 SDMH
STORM DRAIN MANHOLE
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
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TELEPHONE MANHOLE
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
Q FOMH
FIBER" OPTIC MANHOLE
SEPARATE COVER.
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ELECTRICAL MANHOLE
5.
DISPOSABLE MATERIAL
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SEWER CLEAN -OUT
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GAS SERVICE STUB -OUT
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
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CATCH BASIN
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
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WATER METER
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE
FH
FIRE HYDRANT
PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
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WATER VALVE
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
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GAS METER
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
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WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
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GAS VALVE
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IRRIGATION CONTROL VALVE
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY
CULVERT
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
x x x - x
FENCE
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
- G -G -G -a a- o- �- G- a- �-- �- 4- G--� -o o-
GUARD RAIL
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
-- _- s--- _- s - -_ - -5
APPROXIMATE LOCATION OF
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHEN
EXISTING SEWER LINES
APPROVED BY THE APPROPRIATE AGENCIES. WHEN BURNING IS ANTICIPATED, IN ADDITION TO OBTAINING
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APPROXIMATE LOCATION OF
ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
EXISTING WATER LINES
AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINEER'S APPROVAL
APPROXIMATE LOCATION OF
OF THE BURNING SITE.
EXISTING GAS LINES
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
TOP & TOE LINES
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
--- DL----- DL----- DL---- -DL - --
DITCH LINES
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
----------- -- --
APPROXIMATE LOCATION OF
WAITING FORA "BURNING .DAY ".
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--- __�._ _ _ -_�
UNDERGROUND CABLE TV LINE
6.
IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
m
APPROXIMATE LOCATION OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS
OVERHEAD CABLE TV LINE
DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
----------- _ _�_
-
APPROXIMATE
APPROXIMATE LOCATION OF
SPECIFIED OTHERWISE.
UNDERGROUND FIBER OPTIC CABLE LINE
- __- E__- -_ -E
APPROXIMATE LOCATION OF
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
_- E_ -
UNDERGROUND ELECTRIC LINE
-
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS
THE WORK.
E E E -
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
8.
THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
---- T----- T - - - - -T
APPROXIMATE LOCATION OF
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
UNDERGROUND TELEPHONE LINES
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
T T T
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
9.
ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING
- -Row- -
RIGHT -OF -WAY
TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL
ROCKS LARGER THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO
TREES /SHRUBS
SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4 " -6" TO ACCEPT SEED. THE
TREELINE
CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE
ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL
IPS
IRON PIN SET
"HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE
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RBF
REBAR FOUND
ENGINEER.
OTIPF
OPEN TOP IRON PIN FOUND
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CTIPF
CRIMPED TOP IRON PIN FOUND
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CMU
CONCRETE MASONRY UNIT
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R/W
RIGHT OF WAY
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3
CENTERLINE
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CURVE (SEE CURVE TABLE)
POB
POINT OF BEGINNING
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CID
CALCULATED POINT
Lo
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PB
PLAT BOOK
DB
DEED BOOK
NOTE:
CL
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LINE (SEE LINE TABLE)
THIS PROJECT SHALL ABIDE BY CHANGES IN THE NPDES PERMIT (NCG01), WHICH
WENT INTO EFFECT AUGUST 3, 2011 AND INCLUDE (BUT NOT LIMITED TO) THE
BLDG
BUILDING
FOLLOWING:
CiP
CAST IRON PIPE
1. GROUND STABILIZATION IS REQUIRED ON PERIMETER DIKES, SWALES, DITCHES
AND SLOPES WITHIN 7 DAYS.
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CMP
CORRUGATED METAL PIPE
2. SLOPES STEEPER THAN 3:1 SHALL HAVE GROUND STABILIZATION WITHIN 7
O1
CONC
CONCRETE
DAYS.
3
M
CMU
CONCRETE MASONRY UNIT
3. SLOPES 3:1 OR FLATTER AND ALL OTHER AREAS SHALL BE STABILIZED WITHIN
14 DAYS (7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH).
CPP
CORRUGATED PLASTIC PIPE
a
DIP
DUCTILE IRON PIPE
E &T
ELECTRIC & TELEPHONE
o�
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
0/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
a
U/G
UNDERGROUND
a
VCP
VITRIFIED CLAY PIPE
PVC
POLYVINYL CHLORIDE PIPE
0
FFE
FINISHED FLOOR ELEVATION
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BENCH MARK
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NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. OBTAIN GRADING PERMIT.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION.
4. PROCEED WITH GRADING, CLEARING AND GRUBBING.
5. SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED,
SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
SUMMER (PERMANENT) SEEDING (MAY 15 TO AUGUST 15)
LIME 4,000 LBS.
FERTILIZER (10- 10 -10) 1,000 LBS.
KY -31 FESCUE 250 LBS.
STRAW MULCH 4,000 LBS. (ANCHORED)
GERMAN MILLET 40 LBS.
(OR SMALL - STEMMED SUDAN GRASS 0 40 LBS.)
WINTER (TEMPORARY) SEEDING (AUGUST 15 TO MAY 15)MOUNTAINS
LIME 4,000 LBS.
FERTILIZER (10- 10 -10) 1,000 LBS.
KY -31 FESCUE 100 LBS.
STRAW MULCH 4,000 LBS. (ANCHORED)
RYE (GRAIN) 120 LBS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:'
SERICEA LESPEDEZA (KOREAN) 50 LBS.
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
1,000 LBS. PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 2 :1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. REQUEST FINAL APPROVAL BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
9. SILT FENCE STONE OUTLETS (WIRE MESH AND WASHED STONE) ARE RECOMMENDED AT SILT FENCE LOW POINTS.
10. SILT FENCE SHOULD BE INSTALLED 10 FEET OFF THE TOE OF FILL SLOPES (TO PROVIDE SPACE FOR SEDIMENT
STORAGE AND MAINTENANCE).
11. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL THE SITE
IS FULLY STABILIZED.
12. ALL SEDIMENT TRAPS SHOULD BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION.`
13. THIS PROJECT MAY BE SUBJECT TO WATER QUALITY 401/404 PERMIT REQUIREMENTS.
14. CONTACT RYAN KORMANIK AT (704) 235 -2149 TO ADVISE ON START DATE AND SCHEDULE A PRECONSTRUCTION MEETING.
GENERAL NOTES:
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM A SURVEY PERFORMED BY DEMON SURVEYING.
TOPOGRAPHIC INFORMATION PERFORMED BY McGILL ASSOCIATES.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
THAN THE ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT
LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE
DAYS PRIOR TO CONSTRUCTION CONTRACTOR. MUST NOTIFY EXISTING UTILITY OWNERS.
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1 -800- 632 - 4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION
OF WATER POLLUTION CONTROL.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE
LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL
NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
9. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
PRACTICES AT THE CONTRACTOR'S EXPENSE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING
CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS
A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY
AFTER CONSTRUCTION.
BEFORE YOU "r-lm
CALL 1 -800 -632 -4949
N.C. ONE -CALL CENTER
l T'S THE LAMn
1 6 -27 -12 GRH
NO. DATE I BY
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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NOT TO SCALE
(MODIFIED FOR THIS PROJECT)
BEF=ORE YOU DIG!
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iT'S THE LAWI
NO. DATE BY
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BEF=ORE YOU DIG!
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NO. DATE BY
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1 1
I I j --o-0- - - - - -- -- - - - - -- -- ---------- - - - - -- - GENERAL NOTES
- -----
1. EXISTING CONTOURS GENERATED FROM NCDOT
4 1
r r ti I\ t LIDAR. SURVEY DATA AROUND CREEK
CROSSING FROM MCGILL ASSOCIATES, P.A.
DATED 1/19/11.
N 2. SURVEY DATA SET TO NC STATE PLANE 83'
AND NAVD 88'
- __________ ________ ___ ___
- - - - _ _ _ _ ALL CONSTRUCTION ACTIVITIES TO BE APPROVED
--- -
3. BY ON -SITE REPRESENTATIVE OF MCGILL
ASSOCIATES, P.A.
w PROP. 30" CONC. ► i /
` CURB & GUTTER / 1 io o s io ao so
SITE DESCRIPTION
ON
1 _ 1 GRAPHIC SCALE 1 INCH = 10 FEET
I
1 1 � I I 1 1
------- THE t - I� _ — — PROPOSED DEVELOPMENT �AIRLIE INDUSTRIAL
I I - I I — — — PARK AT INGLESIDE - PHASE 2 IS LOCATED OFF
I I -------------- OPTIMIST CLUB ROAD NEAR THE TOWN OF DENVER,
__ - i , , I NC IN LINCOLN COUNTY. MCGILL ASSOCIATES, P.A.
HAS BEEN CONTRACTED BY LINCOLN COUNTY TO
DESIGN AND OBTAIN THE APPROPRIATE PERMITS
FOR THIS PROJECT.
THE PROJECT CONSIST OF THE DESIGN AND
CONSTRUCTION OF APPROXIMATELY 3,900 LINEAR
FEET (LF) OF ROADWAY IN ORDER TO ACCESS THE
_T PROP. REINFORCED CONC.
— — -- -,- ENDWALL INSTALL PER- - -- - - -- PROP. 2:1 PROJECT SITE. THE PROPOSED ROADWAY WILL
CROSS BONE (1) UT OF FORNEY CREEK (DWQ -
NCDOT STANDARDS FILL SLOPE t1 ► PROP. 2:1 CLASS C WATERS). APPROXIMATELY 149 LF OF
FILL SLOPE
_ I I \
- STREAM WILL BE IMPACTED DUE TO THE
-' t ' I I I \ �► INSTALLATION OF AN 72" RCP CULVERT.
I ' ^ - ^ - -- -- -- - THE EXISTING PROJECT SITE IS MOSTLY WOODED,
HOWEVER, THE ACCESS ROAD ALIGNMENT HAS BEEN
- _ _ CLEARED AND ROUGH GRDED. ` THE ADJACENT
t / 1
-------- - - - - -- i--- - - - - -/ / \ \ -- 1 11 I \ \\ PROPERTIES CONSIST OF RESIDENTIAL,
RECREATIONAL AND SERVICE DUMP SITE RUN BY
72" RCP DOWNSTREAM / -- ` I I 1 I \ '
/ /,--- - � � 1 ` \ - THE COUNTY.
I INV. 739.64 GENERAL CONSTRUCTION
�\ UNNAMED STREAM AS SHOWN NOTES
I f ' r i ON USGS QUADRANGLE MAP
low /
I goo
WILL 1. ALL APPROPRIATE PERMITS WILL BE OBTAINED
I 1 11 I ow FROM: ARMY CORPS, NCDWQ, NCDENR, NCDOT
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2. APPROPRIATE SEDIMENT AND EROSION CONTROL
MEASURES WILL BE INSTALLED IN ORDER TO
w i /� l i // I i I 96 L.F. OF 72" RCP CULVERT
/ MINIMIZE THE IMPACT TO THE UT OF FORNEY
I / l I TO BE BURIED 1.0 FT. BELOW
00 li I STREAM BED. MATCH EXIST. CREEK DURING CONSTRUCTION. 3. A PUMP AROUND WILL BE INSTALLED TO ALLOW
SLOPE. CULVERT TO BE FOR CONSTRUCTION IN THE DRY.
/ I / �/ \ 4. CULVERT SHALL BE INSTALLED PER THE
,/ .INSTALLED PER NC DOT " "
METHOD A PIPE INSTALLATION CULVERT INSTALLATION DETAIL THIS SHEET
' i \ C -101.
5. ALL DISTURBED AREAS SHALL BE STABILIZED
WITH TEMPORARY AND PERMANENT SEEDING AND
'�� I /� / /,!/ , ���'• ` i \ I 1 / COVERED WITH THE APPROPRIATE EROSION
wo CONTROL BLANKET WITHIN 24 HRS. OF
wo �� COMPLETION OF THE RCP CULVERT.
Iwo
1 �� i// <% / �// \ �\ �... _ i
r 7g 72 RCP UPSTREAM
--- /
/ / / �/
/� 4 ll' �� INV. 741.00
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°' >•I / / / CL STREAM IMPACT / " >-- - - -�� _ I I l CULVERT SHALL BE BACKFILLED
_ _ -- � \ �. PROP. REINFORCED CONC.
.// LENGTH - (TYPICAL)- \ \ ENDWALL INSTALL PER '
TOTAL STREAM IMPACT = 148 L.F. _ ° I / j I / NCDOT STANDARDS WITH ENGINEERED FILL PLACED AND
COMPACTED IN LIFTS 6 OR LESS
REQUESTING 149 L.F.
COMPACTED TO 95% (ASTM D -698)
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----------- �__ --�i 1 / PROP. 30 CONC. I / ,/ 1.0' MIN BELOW EXISTING
-_ -- -- i /' ' I j CURB &GUTTER I / / �f-' ,f STREAM BED ELEVATION
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#57 STONE WRAPPED
IN MIRAFI 140N OR
EQUIVALENT
CULVERT INSTALLATION
N.T.S.
6EFORE YOU DIGI
CALL 1 -800- 632 -494.9
N.C. ONE -CALL CENTER
— — — — — — I \ I I / �/ / IT'S THE LAWI
NO. DATE BY
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INV. IN 758.10-18
INV. IN 754.67 0
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18 +00
19
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20
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22
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27
28
29
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r • • e .. e r . .: • •� �'
r
TOP 801.73'
i •' .i INV. OUT •
e- :� i •.: •e'� •
9.46 44+00 .08 ••'r
• •` i i i ii 'e•i STA. 0+0.00 (ROAD
... INCH 50 .
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F- N d- 4 PROP. 18 RCP PROP. 18 RCP
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810 zM°r0z�p 56 L.F. COD 1.03!
m
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216 L.F. C 1.89q
, 790 0
r
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a PROP F . ®5'16% o vi �, W
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N 780 CN " RC ® I 00 + o ? + O
o PROP • 1 ® 6'931 00 00 M `� w m O O HIGH PT. STN: 38 +23.16
,�''� �'� Sri N H co N d- � w O Z HIGH PTE V: 806.52
a o+ ono J + 00 0) U ~ - PM ELEV = 807.64
0- 0 Z C'4 00 A.D. 2.26
5 770 N�w� -Mr-Z=O N K: 176.84
I
IL m
mm ~aOZZ mod' I N0
Utnl - -_ 1-0 0)
PVI STA 31+75.00 J
L P ELEV = 799.5 Z +
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LOW PT EL EV. 801.89
PVI STA = 44+00.08 (,� O
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A.D. 2.00 Q W W
K: .00
100.0D, Vc 750 �
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u) V �
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PVI STA = 44+00.08 (,� O
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N
STA. 48 +62.94 I" a
TOP 800.06 \ t
INV. OUT 797.06 + \ \ \ \ \ \ \ \ 1 ` 1 \ \ t I t t ► t 0
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PROP. 18 RCP / 1 1 FUTURE PHASE 3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ t t �,t \ t 1 \ \ \ \ \ �,
32 L.F. CAD i .DO% STA. 48 +65.00 , / ! ! t \ \ \ \ _� s \ -�-''�'� 1 -�.- -- -t rt \` T- , -�-- "T \"'� 3
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1 I ! 1 \ `CURB INLET -1
\I STA. / / — 4 / �' PC: o'o.00
18 FES /
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STA. 0 +42.74 / !! ( r / OUTLET INV. 795.90 / / _ i / I ► 1 1 I i I i 1 + t t + ` ! y \ \ \ \ \ . �aP N
1 1 e
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+ I 1\ i l� I I ' I I ( �- - i I 1 1 1 1 11 1 i! 1 / _ ;�, t
t` •
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INV. OUT 796.54 - / 1 i 1 1 \ 1 ► 1 1 1 \ ` ` `e e
1 1 \
1+ 4.46 I i I I I 1 I / i' _ _ -- - -- J % l 1 I 1 1 \\
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1 jO BE REMOVED AND DISPOSED
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OF PROPERLY OFF -SITE
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\ ` eo. \ 1 � 7 -1�2. (HRH - W
END 1 1 \ e _ �ee \e e \ ` `�Xe `e �� �� � \�� � �� � e R60SION ES IPTION\ ! oe V►,i �.-
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PROPOSED FINISHED GRADE END CONSTRUCTION
PHASE NO. 2 �" Z
(ROAD A)
CALL 1- 632-4$ 149 ` N.C. ONE At-1_ CE 1R 800
1,LZ
Rol
m m
CURB INLET #F -2
STA. 48 +62.94
TOP 800.06 -1-
INV. OUT 797.06
HIGH PT. ST : 46 +87.87
BU4
PM STA = 47 +50.00
PM ELEV = 805.13
A.D. 5.28
K: 7.87
200. vc
4400 1 48 +00 1 49+00
ee
51400
EXISTING GROUND LINE
52 +00
Ke
1,
770
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J
760 0 LL
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750 0 w
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720 SHEET
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RUNOFF TO BE DIVERTED T0, t } i \ \ ► i \ \ =0.0 w,
\ \
PERMANENT----\- \ \ \ \ \ 1 1 t '
-PLAN \ \ TEMP. SiLT FENCE t TEMP. SLOPE DRAINS UNTIL \ \
DITCH'\ \ \ \ . t \ \\ =y'� °� `��4
DOUBLE ROW I GROUND IS STABILIZED \ \ \ \\ \ \ TEMP SILT FENCE t \ \ \ ,r�1 d •, .�
/ t 1 j ! t r / / 1 ,' \ \ \ \ ` \ ` \ CONTRACTOR TO REMOVES i i i I 1 10 1 I I \ t o ` \ \ \ \ TEMP. SILT FENCE \ \ t } t TEMP. DIVERSION \ \
t ! t / - ! \ \ \ \ \ \ \ \ \ 1 } I )0 1 f 1 � `N\ \\ \ \ \ DOUBLE ROW \o \ t t 1 1 ` D TCHi i
/ 50 t 1 0 t 2s 50
t -, � / \ I � \ t � \ \ \ EXIST. SEDIMENT TRAP � ) ) + I I � 1 I rr i N j � (\ \ \ } t t ` 1
t / G 7i �`_- _ _ -_ ____ I , \ __ �__ / \ e \ I ! cam► ! f �♦ , i \\ ` fir\ \ \ \ \ \ 'i- \ t 1 1 i \ \ \ 1 \ \
4% nr \ t \ V � ' M • �. �.
i GRIATHIC SCALE 1 INCH = 50 FEET ( k - �, i /` } \ - \\� A _ c,� I 1 �P ` \ \l _
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TEMP. DIVERSION \ \\ \\ \ \ \ -t- \ - - ' ~ �♦ .. ii.
DITCH PDS t/ ' ` I \ \ A co
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t t 1 \ } / TYPICAL ' PDS t LL
STA. 14 +50.00 1 1 } 1 } t / �' � :.- (TYPICAL)
BEGIN CONSTRUCTION
♦ �\ i PHASE NO. 2 W
a- LLJ
w
\ \ \ \ I / �' .PDS,. i _;� � ► � � � ^ \ � ; \ �=-; � \ � '�- � I
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W
iCONSTRUCTION REMOVED, INSTALL PERM. > PROP. TEMP. CONSTRUCTION c HASE 1 (TYR\ ) _ W ENTRANCE SEE DETAIL ' RIP RAP DISSIPATOR AT
.�.�
FLARED END SECTION \ \ ` '�� ° Y'♦
♦ \ I I 1 \ �.• \ \ \ 3i 1 V
TEMP. DIVERSION
v\ v v v♦ �Mr � /
DITCH v a
e ♦♦ 0 1 I / �1 sI ' `�r RIP RAP LINED DITCH \ \ \ 10 uj
e ♦ ,.. ♦ �+ ! I I / I 1 r►1'� '� � \ � �i � --t � \\ \ � / r �/ i � 1 J� j f' 1 1 , \ \ \ \ � � �� W
�� ♦ ( / t / I °o % �► �!� , ��• TEMP. SILT FENCE \ `\ \\ �•. / r r !' I t }; ' �' } t AT ENTRANCE OF TEMP. \ \ \ �� _ U)
\ • \\ \\ ` \\ \\ � BASIN (TYP. � \ lim
♦ 4
FOR ALL BASINS \ \ 0
'TEMP. SKIMMER BASIN 2 -_i �_TµY -�-
t1�
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TEMP. SKIMMER BASIN 5 \ a 0
\ ! . �i ._ �� I \\
♦♦ / rr� f t = 3' WEIR = 10' t t � , ., t \ , �_�--���_ -� �__�I ! f i = _ ` ��, - �
�♦ / - r �♦ , t D \ L = 36 W = 18 \ .+ 1 \ \ . l .1.� - 1 1 1 1 L 96 W 47 \ \ \
♦♦ . ' 1 / �� �` / �/ W/ATER SURFACE ELEV. = 7\ §2 ► D = 3' WEIR = 4' \ c�`;\ 1` ` \ r i ► T f f I i D 3' WEIR = 10' \� `\ `� ': �,__�p pp LL
♦ ,� / i / 1 PROP. SILT FENCE i WA R SURFACE ELEV. = 74 _
.- . / .WEIR ELEV. = 763 \ \ 1 + f + \ a -
�► / I AT�R SURFACE ELEV. 7 I i I +�
_410 _ PDS - } .- -" PROVIDE 3.0" SKIMMER \ \ \• \ OUTLET - TYPICAL 1 I I f f } ` a
♦ / - / - - - - - - - / WEIR ELEV. = 7451 \ \ \ t I I 1 WEIR ELEV. = 749,.
- L' , �' w/ 1.0" ORIFICE / 1 \ \ \ \ \ \ 1 ! I I 1 PROVIDE 4.0" SKIMMER \ •
, PROVIDE 2.5 SKIMMER t \ \ \ TEMP. SILT FENCE ) I "
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TEMP. SED. TRAP #6 1 1 1 CONSTRUCTION - PHASE 2
`L = 36 W = 20 I I ±17.3 AC.1 I �. \ \ \ \ \ \\ -_ ♦1 - _
D= 3' WEIR =4'
`(EXISTING) I } \ 1 I t \ \ \ \ \ \ \ \ \ \ \ e
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MAINTENANCE PLAN W CL
ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED W (�j
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUCING LEGEND �•- �"'
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PROPOSED CHECK DAM
PRACTICES AS DESIGNED. go Q z
SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAP WHEN PS PROPOSED SEEDING 0
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL SHALL BE CLEANED t 1
OR REPLACED WHEN THE TEMPORARY SEDIMENT TRAP NO LONGER DRAINS PROPERLY. PDS 0 PROPOSED PROTECTIVE DRAINAGE STRUCTURE 0
SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT of
BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SiLT FENCE SHALL ''� _�. _ _ �-� PROPOSED TEMPORARY DIVERSION DITCH
BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. /
ALL SEEDED AREAS SHALL BE FERTILIZED, RE- SEEDED AS NECESSARY AND PROPOSED TEMPORARY SILT FENCE
MULCHED ACCORDING TO SPECIFICATIONS IN THE SEEDING SPECIFICATIONS
TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE COVER.
SHEET
50 0 25 50 100 150
GRAMC SCALE 1 INCH 50 FEET 1 6 -27 -12 GRH REVISED ROADWAY ALIGNMENT Cml
1 NO. DATE BY REVISION DESCRIPTION

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1 1 \ \ t i I - .-- - INSTALL PERM. RIP RAP / �• � r i
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ii 1 1 \ \` \ \\ \\ _ / / ■ r ♦ 1 I ! I I ! I ! _ / . -END SECTION
+ \ \ ■ cntC s PROP. TEMP. CONSTRUCTION
1 1 ENTRANCE - SEE DETAIL ► _ _ \ _ _ _ .� � --
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PROP. SILT FENCE \ \ \ -_. _ -' �� - �' � END CONSTRUCTION
APPROX. _ _ _ - 4,44444 ►,,,,
N \ "�" \� t � LIMITS OF / ♦\ i \ ( t i\ \\ OUTLET - TYPICAL____ _
p 1,g1 • -� - r -� -- _ r / I ♦ i I I i 1 \ — - - - -- , -'OF PAVEMENT ANDS x r
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EXIST PAVEMENT TO I
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TEMP. SKIMMER BASIN #6
,L = 70' W = 35'--" -
9 D = 3 WEIR = 10
WATER SURFACE ELEV. 765
WEIR ELEV. = 766
•� PROVIDE 3.0" SKIMMER
W J
w/ 1.0" ORIFICE
LEGEND
PROPOSED CHECK DAM
PS PROPOSED SEEDING
PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE
PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED TEMPORARY SILT FENCE
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
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PRACTICES AS DESIGNED.
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2. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAP WHEN
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL SHALL BE CLEANED
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3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
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MULCHED ACCORDING TO SPECIFICATIONS IN THE SEEDING SPECIFICATIONS
TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE COVER.
LEGEND
PROPOSED CHECK DAM
PS PROPOSED SEEDING
PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE
PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED TEMPORARY SILT FENCE
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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"END CONSTRUCTION`-, \ \\\ PRACTICES AS DESIGNED.
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TEMP. SILT FENCE \ \ \ CURB AND GUTTER \\ \ \\ 2. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAP WHEN
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I APPROX. LIMITS OF
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\ \ \1 \ \ V\ I FUTURE CONSTRUCTION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE COVER.
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♦ ♦;l ! ♦ / ► STANDARD ABC STONE AS SOON AS FINAL GRADE IS ACHIEVED. PROPOSED PROTECTIVE DRAINAGE STRUCTURE
'�♦ • / D = 3 WEIR = 4
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I I 1 1 \ / f 'T i'' ♦I W • /WEIR ELEV. = 794- 9. PROVIDE RIP -RIP DISSIPATERS AT ALL STORM WATER PIPE OUTLETS. """' "'�\ --- PROPOSED TEMPORARY DIVERSION DITCH
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1 ♦ t I I w/ 1.0 ORIFICE /-
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DISPOSED OF OFF -SITE �� i I I AND TEMP SKIMMER BASIN I f !
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\ 1 1 } t \ \( I I I ! I ( 11. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE
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r r/ / / / - FEATURE SHALL LOOK SIMILAR. �___ = -- --- -� , \\� � III\\���\ \ \�\\ \� `\ 1, ! �! 11 1111, \ \I }I 1 \\\\ -- `•, \\ }i 1 I I \-J ! l FEATURE SHALL LOOK SIMiLARi( }I1 ItIII(Iilljly \\\\\\\\\ \ \ 1111\ \\
/111,1/ ,J // \\ \\ /� �! _ _ _ - -_ _ - IN ACCORDANCE WITH NCDWQ& \ \\\ \ \\ \ \ \ \\\ ��, \ \\`\ \ \,, I (► I 1 ! / // ,� \\� \ \ \ \ - \ i I I ( \
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REGULATIONS MAY BE ALTERNATIVES MEETING NCDWQ 1 '
POND # 2, BUT OTHER DESIGN REGULATIONS MAY BE
CONSIDERED WHEN FUTURE LOTS ALTERNATIVES MEETING NCDWQ CONSIDERED WHEN FUTURE LOTS
ARE DEVELOPED. AREAS SHOWN REGULATIONS MAY BE ARE DEVELOPED. AREAS SHOWN
ARE POTENTIAL LOCATIONS. CONSIDERED WHEN FUTURE LOTS ARE POTENTIAL LOCATIONS.
ACTUAL SIZES AND LOCATIONS ARE DEVELOPED. AREAS SHOWN ACTUAL SIZES AND LOCATIONS
MAY VARY DEPENDING UPON ARE POTENTIAL LOCATIONS. MAY VARY DEPENDING UPON
OWNER'S REQUIREMENTS. ACTUAL SIZES AND LOCATIONS OWNER'S REQUIREMENTS.
MAY VARY DEPENDING UPON
OWNER'S REQUIREMENTS. 9
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GRAPHIC SCALE 1 INCH = 200 FEET
1 6- 27--12 I GRH
NO. I DATE T BY
BEFORE YOU DIGI
CALL 1 -800- 632 -4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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TOP OF BANK
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FENCE . ' -- I I 1 1 I I 1X
PROPOSED SILT
FENCE
SECTION ANTS
TEMPORARY BYPASS NOTES
1. Install all erosion control measures as shown on plan sheet and in detail of Temporary
Stream Bypass.
2. Construct impervious dike on upstream side of existing channel and install temporary bypass
pump to divert water around construction area.
3. Construct impervious dike on downstream side of existing channel to prevent backing up of
stream water into the construction area.
4. Dewater the construction area using another temporary pump and discharge water into a
dewatering basin until sediment has settled and water can be discharged back into stream.
5. Begin construction of cross — culvert. Contractor shall inspect system . daily before beginning
any construction. No construction shall continue if system is not fully operational.
6. Any wash material removed from bypass area should be stoned outside the flood zone until
construction is complete.
7. Upon completion of culvert construction, remove bypass system within (2) two calender days.
8. Stabilize all areas disturbed during construction.
9. Contractor shall receive prior approval from engineer if choosing to use another method in
lieu of bypass channel.
TEMPORARY STREAM BYPASS DETAIL
(MODIFIED FOR THIS PROJECT)
CULVERT SHALL BE BACKFILLED
WITH ENGINEERED FILL PLACED AND
COMPACTED IN LIFTS 6" OR LESS
COMPACTED TO 95% (ASTM D -698)
CULVERT SHALL BE BURIED
1.0' MIN BELOW EXISTING / / / / //f //
STREAM BED ELEVATION
o 72" RCP //\
\/ CULVERT \
s
8" MIN.- 8" MIN.
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IN MIRAFI 140N OR
EQUIVALENT
CULVERT INSTALLATION
(MODIFIED FOR THIS PROJECT)
770
—0 +50 0-+00 1 +b0
CULVERT CROSS SECTION
SCALE 1" = 20' HORIZ.
1 "= 4'VERT.
(MODIFIED FOR THIS PROJECT)
PROP. REINFORCED CONC.- t -----------
\
ENDWALL INSTALL PER.-___r
\� NCDOT STANDARDS -
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CULVERT PLAN
SCALE : 1 " = 20'
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1
96 L.F. OF 72" RCP CULVERT
TO BE BURIED 1.0 FT. BELOW
iSTREAM BED. MATCH EXIST.
,11SLOPE. CULVERT TO BE
INSTALLED PER NC DOT
METHOD "A" PIPE INSTALLATION _
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1 PROP. REINFORCED CONC.
ENDWALL INSTALL PER _
NCDOT STANDARDS
LI �
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1 6 -27 -12 jGRH
NO. I DATE I BY
GENERAL NOTES
1. EXISTING CONTOURS GENERATED FROM NCDOT
LIDAR. SURVEY DATA AROUND CREEK
CROSSING FROM MCGILL ASSOCIATES, P.A.
DATED 1/19/11.
2. SURVEY DATA SET TO NC STATE PLANE 83'
AND NAVD 88'
3. ALL CONSTRUCTION ACTIVITIES TO BE APPROVED
BY ON -SITE REPRESENTATIVE OF MCGILL
ASSOCIATES, P.A.
SITE DESCRIPTION
THE PROPOSED DEVELOPMENT "AIRLIE BUSINESS
PARK AT INGLESIDE -- PHASE 2" IS LOCATED OFF
OPTIMIST CLUB ROAD NEAR THE TOWN OF DENVER,
NC IN LINCOLN COUNTY. MCGILL ASSOCIATES, P.A.
HAS BEEN CONTRACTED BY LINCOLN COUNTY TO
DESIGN AND OBTAIN THE APPROPRIATE PERMITS
FOR THIS PROJECT.
THE PROJECT CONSISTS OF THE DESIGN AND
CONSTRUC1ON OF APPROXIMATELY 3,900 LINEAR
FEET (LF) OF ROADWAY IN ORDER TO ACCESS THE
PROJECT SITE. THE PROPOSED ROADWAY WILL
CROSS ONE (1) UT OF FORNEY CREEK (DWQ -
CLASS 'C' WATERS). APPROXIMATELY 149 LF OF
STREAM WILL BE IMPACTED DUE TO THE
INSTALLATION OF A 72" RCP CULVERT.
THE EXISTING PROJECT SITE IS MOSTLY WOODED,
HOWEVER THE ACCESS ROAD ALIGNMENT HAS BEEN
CLEARED AND ROUGH GRDED. THE ADJACENT
PROPERTIES CONSIST OF RESIDENTIAL,
RECREATIONAL, AND SERVICE DUMP SITE RUN BY
THE COUNTY.
GENERAL CONSTRUCTION
NOTES
1. ALL APPROPRIATE PERMITS WILL BE OBTAINED
FROM: ARMY CORPS, NCDWQ, NCDENR, NCDOT.
2. APPROPRIATE SEDIMENT AND EROSION CONTROL
MEASURES WILL BE INSTALLED IN ORDER TO
MINIMIZE THE IMPACT TO THE UT OF FORNEY
CREEK DURING CONSTRUCTION.
3. A PUMP AROUND WILL BE INSTALLED TO ALLOW
FOR CONSTRUCTION IN THE DRY.
4. CULVERT SHALL BE INSTALLED PER THE
"CULVERT INSTALLATION" DETAIL THIS SHEET.
5. ALL DISTURBED AREAS SHALL BE STABILIZED
WITH TEMPORARY AND PERMANENT SEEDING AND
COVERED WITH THE APPROPRIATE EROSION
CONTROL BLANKET WITHIN 24 HRS. OF
COMPLETION OF THE RCP CULVERT.
BEFORE YOU DKA'
CALL 1 -800- 632 -4949
N.C. ONE -CALL CENTER
WS THE LAW!
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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ALL INSTALL PER
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STANDARDS
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740
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IN
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EXIST. GROUND LINE
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730
96 L.F.
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730
STREA
BED. MATCH EXIST.
SLO
E. CULVERT TO BE
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PER NC DOT
METHOD
'A" PIPE INSTALLATION
—0 +50 0-+00 1 +b0
CULVERT CROSS SECTION
SCALE 1" = 20' HORIZ.
1 "= 4'VERT.
(MODIFIED FOR THIS PROJECT)
PROP. REINFORCED CONC.- t -----------
\
ENDWALL INSTALL PER.-___r
\� NCDOT STANDARDS -
_ I
.........
f -
CULVERT PLAN
SCALE : 1 " = 20'
2 +00
1
96 L.F. OF 72" RCP CULVERT
TO BE BURIED 1.0 FT. BELOW
iSTREAM BED. MATCH EXIST.
,11SLOPE. CULVERT TO BE
INSTALLED PER NC DOT
METHOD "A" PIPE INSTALLATION _
I
I
1 PROP. REINFORCED CONC.
ENDWALL INSTALL PER _
NCDOT STANDARDS
LI �
/
1 6 -27 -12 jGRH
NO. I DATE I BY
GENERAL NOTES
1. EXISTING CONTOURS GENERATED FROM NCDOT
LIDAR. SURVEY DATA AROUND CREEK
CROSSING FROM MCGILL ASSOCIATES, P.A.
DATED 1/19/11.
2. SURVEY DATA SET TO NC STATE PLANE 83'
AND NAVD 88'
3. ALL CONSTRUCTION ACTIVITIES TO BE APPROVED
BY ON -SITE REPRESENTATIVE OF MCGILL
ASSOCIATES, P.A.
SITE DESCRIPTION
THE PROPOSED DEVELOPMENT "AIRLIE BUSINESS
PARK AT INGLESIDE -- PHASE 2" IS LOCATED OFF
OPTIMIST CLUB ROAD NEAR THE TOWN OF DENVER,
NC IN LINCOLN COUNTY. MCGILL ASSOCIATES, P.A.
HAS BEEN CONTRACTED BY LINCOLN COUNTY TO
DESIGN AND OBTAIN THE APPROPRIATE PERMITS
FOR THIS PROJECT.
THE PROJECT CONSISTS OF THE DESIGN AND
CONSTRUC1ON OF APPROXIMATELY 3,900 LINEAR
FEET (LF) OF ROADWAY IN ORDER TO ACCESS THE
PROJECT SITE. THE PROPOSED ROADWAY WILL
CROSS ONE (1) UT OF FORNEY CREEK (DWQ -
CLASS 'C' WATERS). APPROXIMATELY 149 LF OF
STREAM WILL BE IMPACTED DUE TO THE
INSTALLATION OF A 72" RCP CULVERT.
THE EXISTING PROJECT SITE IS MOSTLY WOODED,
HOWEVER THE ACCESS ROAD ALIGNMENT HAS BEEN
CLEARED AND ROUGH GRDED. THE ADJACENT
PROPERTIES CONSIST OF RESIDENTIAL,
RECREATIONAL, AND SERVICE DUMP SITE RUN BY
THE COUNTY.
GENERAL CONSTRUCTION
NOTES
1. ALL APPROPRIATE PERMITS WILL BE OBTAINED
FROM: ARMY CORPS, NCDWQ, NCDENR, NCDOT.
2. APPROPRIATE SEDIMENT AND EROSION CONTROL
MEASURES WILL BE INSTALLED IN ORDER TO
MINIMIZE THE IMPACT TO THE UT OF FORNEY
CREEK DURING CONSTRUCTION.
3. A PUMP AROUND WILL BE INSTALLED TO ALLOW
FOR CONSTRUCTION IN THE DRY.
4. CULVERT SHALL BE INSTALLED PER THE
"CULVERT INSTALLATION" DETAIL THIS SHEET.
5. ALL DISTURBED AREAS SHALL BE STABILIZED
WITH TEMPORARY AND PERMANENT SEEDING AND
COVERED WITH THE APPROPRIATE EROSION
CONTROL BLANKET WITHIN 24 HRS. OF
COMPLETION OF THE RCP CULVERT.
BEFORE YOU DKA'
CALL 1 -800- 632 -4949
N.C. ONE -CALL CENTER
WS THE LAW!
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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PLAN
"C"
ENCLOSUR
ENTRY UNIT
- INFLOW
STRUCTURE BAFFLES
WATER
SURFACE V_
11Y �r il„�i l l
FILTER
FABRIC
SEDIMENT
STORAGE DEWATERING
ZONE ZONE
6" MIN. INVERT
ELEVATION OF
EMERGENCY
SPILLWAY
ado
1' FREEBOARD
i- EMBANKM
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
PLAN
1� La
EMERGENCY r PLAN
SPILLWAY % /\//\ zK
SECTION A -A
NOTES: d
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6 ".
3. IN A WELL- DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE SECTION B -B
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
RIPRAP APRON SIZING (PER FIG. 8.06a)
A I
PIPE OUTLET TO WELL- DEFINED CHANNEL
END VIEW
SKIMMER DETAIL
REVISION DATE - NOVEMBER 3, 2008
/ f <
a.
EARTHEN ��\ \ \'/\\f + ' `' / /\\ / ///
EMBANKMENT //\
a.
/INLET ZONE
35% OF SURFACE
AREA (A)
.�'. % / \� // FIRST CHAMBER
Y � 25% OF SURFACE
AREA (B)
a / /�� j/ // \ f�\ f \ \ / \ \
=' CLASS I RIP -RAP % / f / \y/ \/ / / \// \ \
OUTLET f „ \ \\ \ SECOND CHAMBER
25% OF SURFACE
r\/ / \ / / \f�\// \/ // / \/ / / // //f AREA (C)
a \\jT \ �� / \ \\j \// / \ �\ / \ \ / \ \\j /`%
o T
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v
I SEE TRAP SCHEDULE FOR BAFFLE SPACING.
PnRnt 1R RAPP Pq
REVISION DATE - NOVEMBER 3, 2008
OUTLET ZONE
15% OF SURFACE
AREA (D)
TOP OF FABRIC
SHOULD BE 6"
HIGHER THAN
SPILLWAY INVERT.
TOP OF BAFFLES
SHOULD BE 2"
LOWER THAN TOP
OF THE BERMS.
BASIN NO.
NOTES:
3 x Do
SUPPORT POSTS,
A
B
C
D
24" INTO BOTTOM OR SIDE
60' x 29'
21.00'
1.
INLET ZONE A) SHOULD HAVE 35% OF SURFACE
(
SUPPORT ROPE OR WIRE
TO PREVENT SAGGING 8' MAX. FOR STD. STRENGTH
FABRIC
61' x 30'
21.35'
AREA. FIRST CELL (B) SHOULD HAVE 25% OF
WITH WIRE MESH REINFORCEMENT
9.15'
4
96' x 47'
SURFACE AREA, SECOND CELL (C) SHOULD HAVE
24.00'
24.00'
14.40'
5
25% OF SURFACE AREA AND THE OUTLET ZONE
STAKE TO
9.00'
1 9.00'
5.40'
(D) SHOULD HAVE 15% OF SURFACE AREA.
SUPPORT WIRE
10.5'
12"
2.
GRADE THE BASIN SO THAT THE BOTTOM IS
Z
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LEVEL FRONT TO BACK AND SIDE TO SIDE.
-
V
OW
3.
STEEL POSTS SHOULD BE DRIVEN TO A DEPTH
I
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-�
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a.
Z '
OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET
APART.
Ell, _ LLLL
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LLLLL
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LLLLL
LLLLL
LLLLL
LLLLL
LLL_
4.
DO NOT SPLICE FABRIC. USE ONE CONTINUOUS
:I1�il-
- III -1fl- LL
I I L
LLLLL
LLLLLL
LLLLL
LLLLL
LLL
LL -
11
PIECE ACROSS BASIN.
II=I
_
LLLLL
LLLLL
LLLLLL
L LLLL
LLLLL
LLLLL
LLLLL
LLLLL
5.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND
1-
_��11�1=
AFTER EACH RAINFALL. MAKE ANY REPAIRS
IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN
IT REACHES HALF FULL.
III =IiI
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6.
REFERENCE NCDENR LAND QUALITY SECTION
DESIGN MANUAL: 6.65.
COIR MESH OR SIMILAR, STAPLED OR
IR
TRENCHED INTO BOTTOM OR SIDE
N
O
/' / • ` ..:' ., •i,
`"'
BAFFLE
/ �� / \ %i \ \/ ; \\'
` '
/ f <
a.
EARTHEN ��\ \ \'/\\f + ' `' / /\\ / ///
EMBANKMENT //\
a.
/INLET ZONE
35% OF SURFACE
AREA (A)
.�'. % / \� // FIRST CHAMBER
Y � 25% OF SURFACE
AREA (B)
a / /�� j/ // \ f�\ f \ \ / \ \
=' CLASS I RIP -RAP % / f / \y/ \/ / / \// \ \
OUTLET f „ \ \\ \ SECOND CHAMBER
25% OF SURFACE
r\/ / \ / / \f�\// \/ // / \/ / / // //f AREA (C)
a \\jT \ �� / \ \\j \// / \ �\ / \ \ / \ \\j /`%
o T
XA
v
I SEE TRAP SCHEDULE FOR BAFFLE SPACING.
PnRnt 1R RAPP Pq
REVISION DATE - NOVEMBER 3, 2008
OUTLET ZONE
15% OF SURFACE
AREA (D)
TOP OF FABRIC
SHOULD BE 6"
HIGHER THAN
SPILLWAY INVERT.
TOP OF BAFFLES
SHOULD BE 2"
LOWER THAN TOP
OF THE BERMS.
BASIN NO.
BASIN DIM.
3 x Do
BAFFLE SPACING
A
B
C
D
1
60' x 29'
21.00'
15.00'
15.00'
9.00'
2
61' x 30'
21.35'
15.25'
15.25'
9.15'
4
96' x 47'
33.60'
24.00'
24.00'
14.40'
5
36' x 18'
12.60' 1
9.00'
1 9.00'
5.40'
4.5'
6'
10.5'
12"
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INSTALL 19GA
HARDWARE CLOTH
AND STONE -.
#57 WASHED STONE
19 GA. HARDWARE
CLOTH WITH Y4" MESH
24" 16"
i
PLAN
" OPENING
CATCH BASIN
FES
No.
PIPE DIAMETER
(Do)
3 x Do
APRON LENGTH
(La)
APRON WIDTH
(W= Do +La)
RIPRAP SIZE
(d50xTHICKNESS)
A -11
30"
7.5'
25'
27.5'
36"
C -13
30"
7.5'
25'
27.5'
36"
D -3
18"
4.5'
9'
15.0'
18"
E -4
18"
4.5'
6'
10.5'
12"
F -4
18"
4.5'
6'
10.5'
12"
Q
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N9
1. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.41.
FLARED END SECTION OUTLET PROTECTION
. T
9
1
a
1
REVISION DATE - NOVEMBER 3, 2008
5" LONG HEAVY DUTY STEEL
T -POSTS SET 24" MIN. INTO
GROUND (MAX. 4' SPACING)
�NO. 57 WASHED STONE
EXCAVATED AREA
FOR SEDIMENT
GROUND STORAGE
s
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�
f
18"
..�Wz
5't
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W
NOTES:
1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH
APPROVED FASTENERS.
2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
AND REPAIRED AS REQUIRED.
3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
OF BARRIER.
4. STEEL POSTS SHALL BE MINIMUM 1 :33 POUND PER L.F. 5. REF:
NCDENR 6.51.1
INLET PROTECTION
REVISION DATE - NOVEMBER 3, 2008
EXISTING ROAD -- 10' 4' 36' MIN. ---
MEE=..:
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
FROM EXISTING ROAD
2 " -3" COARSE AGGREGATE
(RAILROAD BALLAST)
p- 4`x.
I'S
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.06.
STABILIZED CONSTRUCTION ENTRANCE
REVISION DATE - NOVEMBER 3, 2008
3/8" GALV. STEEL CABLE
HARNESS SUPPORT RING
CORRUGATED PIPE HARNESS SUPPORT RING
DIAMETER AND FOOTAGE AS
SHOWN ON PLANS
CABLE TO BE FIELD ATTACHED
WITH SUITABLE FASTENERS AFTER
3/8" GALV. STEEL CABLE ANCHOR GUY SCREWS ARE ATTACHED
AND GALV. CLAMPS ANCHOR GUY SCREW
USE TWO (2) ANCHOR GUY SCREWS 1/2" DIA. ROD x 18" LONG
FOR EACH TIE DOWN. HARNESS SUPPORT
RING TO BE USED AT 10' C.C.
SECTION AA
SURFACE PIPE NON - PERFORATED
CORRUGATED PLASTIC PIPE(S)
EXTEND PIPE TO THE END OF EACH
DAYS FILL WORK.
ANCHORS
AT 10' O.C. SPACING -.
BEFORE YOU DICI
CALL 1 -800- 632 -4949
N.C. ONE -CALL CENTER
IT'S THE L AWI
18" MIN
CLASS B RIPRAP -� tccvcc x�rrvrv)
OUTLET A
TEMPORARY SLOPE DRAIN
1 6 -27 -12 GRH
NO. DATE BY
'=MPORARY FILL
JER TEE
TEE
.... -INLET
SWALE TO INLET
PLAN VIEW
T- SECTION
TEMPORARY FILL
DIKE 4' OVER TEE
M.
�i 418' MIN
COMPACTED SOIL FILL
NOTE:
PLACE AT 200' INTERVALS ALONG NEW
FILL SLOPE DURING CONSTRUCTION.
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
6" MIN.
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NOTE:
MIN. 3000 PSI CONCRETE
REQUIRED THROUGHOUT.
DRAINAGE STRUCTURE TOP
VARIES WITH APPLICATION,
i SEE CATCH BASIN SCHEDULE
i (VERIFY TRAFFIC LOAD
i REQUIREMENT FOR EACH TOP)
i
e i
I \. y ` I
I
I I
I I CONCRETE CATCH BASIN
EXTENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(SEE CATCH BASIN SCHEDULE)
I
PRE -CAST CONCRETE CATCH BASIN;
I I LENGTH, WIDTH AND HEIGHT VARIES
INLET
(3) No. 4 REBAR 6" —VAR
6"
ES —s--�1 }--
KNOCKOUT PANEL 6"
(TYP. EACH SIDE)__-
M'
s
U
Ii I {1
I� W
i li �I
INLET �-- �;. — yi VARIES
\L__ 'I
n
hi
CONCRETE INVERT INSTALLED rr .
AT A CONSTANT SLOPE #=- r= L= _�= �'-='� = 6"
FROM INLET TO OUTLET • .Y� -- --,-
BY MANUFACTURER AND APPLICATION; KNOCKOUT PANEL
I I SEE CATCH BASIN SCHEDULE AND (TYP. EACH SIDE}
VERIFY WITH SUPPLIER
A
5 " -8" WALL THICKNESS
-
�.
WITH KNOCKOUT PANEL
REMOVED, DAMAGED OR OTHERWISE
ALTERED EXCEPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
J
< D
?s
D
C B
(0(0
SLOPE r) r)
!-1 1 V A
Lv Q 00
0- 0 4„ c4
o. j <
J PRECAST OR CAST
< IN PLACE END BLOCK
$" < 36„
10 > 36"
PIPE TO BE FLUSH WITH
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
I � I
OUTLET
SECTION A PLAN
- _ CATCH BASIN TOP
F- _ - _ _ _ _ - _ _ _ (SEE SCHEDULE FOR TYPE)
i
II_
P. BASIN RISER
HEIGHT VARIES
4 REBAR
Y
;I I. A
14 � 11
CATCH BASIN HEIGHT
APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
it FOR STRUCTURES OVER AND MANUFACTURER
INLET I
I
3' -6" IN DEPTH, 12" O.C.
r
.,: t' No. 4 REBAR 0 6" O.C.
11
,.
Tt__. -_ -_ -- EACH DIRECTION
ca
PRE -CAST CATCH BASIN
REVISION DATE — OCTOBER 22, 2010
SECTION B
300 PSI CONCRETE TO FORM INVERT,
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET, 12" OF #57 STONE
MAY BE REQUIRED
FOR POOR SOIL AND /OR WET CONDITIONS;
CONTRACTOR MUST VERIFY WITH ENGINEER
BEFORE PLACING BOX
PIPE
DIA.
C�
1
A
B
C
D
E
<
R
PPROX
SLOPE
J
< D
?s
D
C B
(0(0
SLOPE r) r)
!-1 1 V A
Lv Q 00
0- 0 4„ c4
o. j <
J PRECAST OR CAST
< IN PLACE END BLOCK
$" < 36„
10 > 36"
PIPE TO BE FLUSH WITH
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
I � I
OUTLET
SECTION A PLAN
- _ CATCH BASIN TOP
F- _ - _ _ _ _ - _ _ _ (SEE SCHEDULE FOR TYPE)
i
II_
P. BASIN RISER
HEIGHT VARIES
4 REBAR
Y
;I I. A
14 � 11
CATCH BASIN HEIGHT
APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
it FOR STRUCTURES OVER AND MANUFACTURER
INLET I
I
3' -6" IN DEPTH, 12" O.C.
r
.,: t' No. 4 REBAR 0 6" O.C.
11
,.
Tt__. -_ -_ -- EACH DIRECTION
ca
PRE -CAST CATCH BASIN
REVISION DATE — OCTOBER 22, 2010
SECTION B
300 PSI CONCRETE TO FORM INVERT,
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET, 12" OF #57 STONE
MAY BE REQUIRED
FOR POOR SOIL AND /OR WET CONDITIONS;
CONTRACTOR MUST VERIFY WITH ENGINEER
BEFORE PLACING BOX
PIPE
DIA.
APPROX
WT. -LB.
WALL
A
B
C
D
E
G
R
PPROX
SLOPE
12"
530
2"
4"
24"
4' -0 %"
6' -OW
24"
12"
6"
1:2.4
15"
740
2Y4"
6"
27"
3' -0"
6 -1"
30"
2Y4"
11"
1:2.4
18"
990
2)¢"
9"
27"
S -10"
6' -1"
36"
2V
12"
1:2.4
21"
1280
2%'
9"
35"
3' -2"
6' -1"
3' -6"
2%"
13"
1:2.4
24"
1520
3"
9X2"
V -7X2"
30"
6' -1X2"
4' -0"
3"
14"
1:2.5
27"
1930
3Y4"
10X2"
4' -0"
25X2"
6' -1)r
V -6"
3Y4"
14X2"
1:2.4
30"
2190
3X2"
12"
V -6"
19'4"
6' -1;K"
5' -0"
3X"
15"
1:2.5
33"
3200
3-%4
13N'
V -10)2"
39AV
8' -1Ys7
5' -6"
3YV
171k"
1:2.5
36"
4100
4"
15"
5' -3"
34'4"
8' -1 X
6' -0"
4"
20"
1:2.5
42"
5380
4X2"
21"
5' -3"
35"
8' -2"
6' -6"
4X2"
22"
1:2.5
48"
6550
5"
24"
6' -0"
26"
8' -2"
7' -0"
5"
22"
1:2.5
54"
8240
5)r
27"
5' -5"
35"
8' -4"
7' -6"
5V
24"
1:2.0
60"
8730
6"
35"
V -0"
39"
8' -3"
8' -0"
5"
1:1.9
66"
10710
6X2"
30"
6' -0"
27"
8' -3"
8' -6"
5X2"
*
1:1.7
72"
12520
7"
36"
6' -6"
21"
8' -3"
9' -O"
6
1:1.8
78"
14770
7X2"
36"
7' -6"
21"
9' -3"
9' -6"
6X2"
*
1 :1.8
84"
18160
8"
36"
7' -67ri"
21"
9' -3X2"
10' -0"
6X2"
1:1.6
CONCRETE FLARED END SECTION
MODIFIED FOR THIS PROJECT
* RADIUS AS FURNISHED BY MANUFACTURER
6" CONCRETE TOP WITH
MANHOLE RING AND
COVER CAST IN
NOTE:
STRUCTURES SPECIFIED TO HAVE FLAT
JUNCTION BOX (FJB) TOP WILL BE THE
SAME TOP AS YARD INLET WITHOUT
THE OPEN THROAT OF THE YARD INLET
UNLESS NOTED OTHERWISE
MANHOLE RING AND COVER TO
BE EXTENDED SO THAT ITS TOP
IS FLUSH WITH PROPOSED
GRADE AND /OR PAVING
6" CONCRETE TOP WITH
GRATE AND FRAME CAST IN
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24 "x24" ( "NEENAH R3339A ") OR
("U.S. FOUNDRY 4190 -6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
W
JUNCTION BOX TOP
CATCH BASIN SCHEDULE SYMBOL-(TB)
RIM TOP OF COVER
GRATES PLACED IN PEDESTRIAN
TRAFFIC AREAS TO SHALL BE
ORIENTED WITH OPEN SLOTS
RUNNING PERPENDICULAR TO
FLAT CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(FCB)
RIM = TOP EDGE OF GRATE
HEAVY ('- . -- — -
FRAME '
UNLESS NOTED OTHERWISE GRATE AND
FRAME ASSEMBLY FOR THIS TOP SHALL
BE 24 "x36" ( "NEENAH R3233D ") OR
( "U.S. FOUNDRY 5181- 6420 ") OR
APPROVED EQUAL CONFORMING TO .
N.C.D.O.T. ROADWAY STANDARDS 840.03
CLASS B R
12" NCDOT No. 5, OR 12"
No. 57 WASHED STONE -�
FLOW
FILTER FABRIC
FILTER
K
SECTION A —A
FA
'FIC FLOW (TYP. ALL GRATES)
6" SOLID CONCRETE TOP;
WIDTH AND LENGTH TO
I
MATCH CATCH BASIN
��
CAST IN 2 LIFTING "EYES*
N
NOT TO BE REMOVED
UNLESS OTHE RWISE NOTED
4000 PSI CONCRETE
TYPICAL ALL TOPS
SOLID TOP
CATCH BASIN SCHEDULE SYMBOL -(ST)
RIM TOP OF COVER
CONCRETE TOP WITH
GRATE AND FRAME
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
' 24 x24" ( "NEENAH R- 3339A ") OR
(U.S. FOUNDRY 4190 -6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
,. AND FRAME ASSEMBLIES
CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(CB)
RIM = TOP EDGE OF GRATE
CURB INLET TOP YARD INLET TOP
CATCH BASIN SCHEDULE SYMBOL -(CI) CATCH BASIN SCHEDULE SYMBOL
RIM =TOP OF GRATE DIRECTLY UNDER RIM= BOTTOM OF THROAT OPENING
HOOD OPENING
CATCH BASIN TOP DETAILS
REVISION DATE — OCTOBER 22, 2010
FACE VIEW
-� A L B
"-- (VARIES)
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
DETAIL
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING ,A CHECK_DAL�I:
- DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
- KEEP THE MAXIMUM HEIGHT OF 2 FT AT THE CENTER OF THE CHECK DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE
OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
- KEY THE STONE INTO THE DITCH BANKS AND EXTEND BEYOND THE ABUTMENTS
1.5 FEET MINIMUM TO AVOID WASHOUTS FROM OVERFLOW AROUND DAM.
- STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY
CHECK DAMS.
1. INSPECT CHECK DAMS AND CHANNELS WEEKLY AND AFTER EACH RAINFALL
OF 1/2" OR GREATER AND REPAIR IMMEDIATELY.
2. CLEAN OUT SEDIMENT AND DEBRIS.
3. ADD STONES TO DAM IF NEEDED TO MAINTAIN DESIGN HEIGHT AND WIDTH.
4. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL- 6.83
RIPRAP CHECK DAM
REVISION DATE - NOVEMBER 3, 2008
2' MIN.
ILET SHALL RECEIVE
IP WITH MANHOLE RING
VER CAST IN FLUSH
USE PRE CAST BOX, 4" AND
2" CONCRETE BLOCK, OR BRICK
TO ELEVATE TOP TO ACHIEVE
THE DESIRED THROAT OPENING
" -8" THROAT OPENING
LL FOUR SIDES UNLESS
OTED OTHERWISE
TEMPORARY DIVERSION DITCH
REVISION DATE - NOVEMBER 3, 2008
ALL MATTING PRODUCTS MAY BE SUBSTITUTED WITH APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATION
1 6 -27 -12 1 GRH
NO- DATE BY
(MODIFIED FOR THIS PROJECT)
BEFORE YOU C HOd
CALL 1 -800- 632 -4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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STANDARD 6' MAX EXTRA STRENGTH FABRIC ..
WIRE FENCE
5' STEEL POST
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POST
24"
WIRE -
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24"
.l
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1
8" DOWN & 4"
FORWARD ALONG
THE TRENCH
SECTION VIEW
PLASTIC OR
WIRE TIES
EXISTING
GROUND
EXISTING
GRADE
MMW7- NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
SEDIMENTATION /SILT FENCE
REVISION DATE - NOVEMBER 3, 2008
1-- 4' MAX. 8' MAX. FOR STD.
STRENGTH FABRIC
1 ADDITIONAL HORIZONTAL BRACE 1
AT OPENING
12"
ii
5'x5'X1'D RIP RAP SPLASH PAD.
TOP PAD LEVEL WITH EXISTING If
GROUND
NOTE: ALL SILT FENCE NOTES APPLY TO
SILT FENCE OUTLET
SILT FENCE OUTLET
(AS REQUIRED)
REVISION DATE - NOVEMBER 3, 2008
6" MIN. COMPACTED ABC -
COMPACTED SUBGRADE
SECTION A-
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838.39
101-4"
2-116" 10" �H �
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6 -"T' Q-0 a IJO-
CONST. 0
811 T5 @ 6 =! 2 -Nl 3,_0« JT.- B1 G
B SECTION - BB SECTION - AA
ELEVATION SEE STD.# 838.45 FOR GENERAL NOTES.
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL 11 PIPE J
2' -6" 5�0" T1 TO & BOTTOM BAR SIZE LENGTH NO. *IGHT J
F.... -. _ B1 #4 5' -6" 4 15 Q
11 8 SPA. @ 9" 0 Q W
I "Z" BARS IN B2 #4 4#-611 4 12
TOP OF FO07ING G1 #7 9` -8" 2 40 0 W
H1 #4 7' -2" 10 48 O
T4 `\ H2 #4 5' - 6 " 2 7 W 0)
H3 #4 3' - 51'11 4 0 W a_
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8 SPA. @ 9" FILL FACE T1 #4 14'-6 #' 6 58 z
f r / 7"- -8 SPA. @ 9" �3 -V2, 2-V3, 2-V4 2 -V5 1<
"N" 2 SPA. @ 2 -6" STR.
3'_5�, N BARS IN TOP AND FACE 2 -H1, 1 -H3� l T4 #4 6 -9 6 27 i•-- � LU
W-30' BOTT0�1 OF FOOTING T5 #4 2`-6" 40 67 (ry
�f PLAN 4 SPA. @ 1' -3" FILLS 4 SPA. @ 1'-6" V1 #4 7'-3" 6 29 =
FACE 3- M1,1- H2,1 -ff3 H2 V2 H2 2 -V2,1 AV3,1- V4,1 -V5 V2 #4 5'- 10 10 39
Of
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H1 6' -7" T4- ,,_ «Zr' Z3 #4 3' -4" 6 13
H2 4`-11" 1r 1 "-J CT 5 N1 4-N2
H3 2` -1011 _ $ SPR.._._
rr rJ JI " rr rr g" REINF, STEEL LBS. 555
H BARS N _BARS Z BARS WING ELEVATION SHEET 1 of 2
& "Z" BAR DIMENSIONS ARE OUT TO OUT, CON. (R.C. CU. YDS 7.1 838.39
10« 10,1
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FILL FAGS !-! CD
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/ DETAIL @ WI(dG WALL V @ 9 C.3 © c cr
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6 "T" 8„ I T5 @ 6" 8_ uj 1-!
6" _ -.. 2 -141 3' -0"
CONST. JT: B1 SECTION - BB SECTION - AA
B
ELEVATION SEE STD.# 838.45 FOR GENERAL NOTES.
r BILL OF MATERIAL FOR ENOWALL
4" REINF. STEEL 1 PIPE J
2'-6" 5' 0 Ti TOP & BOTTOM BAR SIZEI LENGTH NO. MDT J
B1 #4 , 5` -6" 4 15 cc
v W N G7 �` Y
I 8 SPA. @ 9" + rn cq PIPE NOT B2 #4 4` -6" 4 12 LL Ici
"Z" BARS IN w SHOWN G1 #7 91 -8'r 2 40 C'3 Z
r'\ TOP OF FOOTING °. i1 :1 LU n
*" SLOPE' H1 #4 71 -2" 10 48 1-4 O
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N1 #5 3' -11 " 14 57 0 � 0-
N2 #4 3' - 5" 8 18 CC Z o.
TAPER DETAIL < Z _
7-8 SPA. @ 9" FILL FACE r " � („� ]�.
fra, 7" 8 SPA. @ 9" 2 SPA. @ 2' -6" STR. \3-V2, 2-V3, 2-V4 2 -V5 T1 #4 14 -6 6 668
f ! 7 "N" BARS IN TOP AND FACE 2 -Hi, 1-11 J T4 #4 6' -9rr 6 27 � o. uj
y 3r_3n 116 BOTTOM OF FOOTING « r re
4 SPA. @ 1 -3 FILL f H3 T5 #4 1 2 -6 40 67 W C�
FAGE 3 -H1, 1 -H2, 1 -H 17 f 4 SPA. @ 1r -8« V1 #4 7' -3" 6 29 cn 0 H
PLAN / I v2 STR. FACE �:
H2 H2 242, 143, V2 #4 5` -10" 10 39 1-!
1 -V4, 1 -V5 r rr
z z rr -v3 V3 #4 5 -0 6 20 0 L cr
3112" _ i-� Z1 - 4' -0" $ V4 V4 #4 4` -1" 6 16 w H °
- — VS V5 #4 3` -2" 6 13 uj
Z2 - 3'-5" 7" - -H1 r rr
Z1 #6 41-81F 6 42
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4' -11" �HK, 5-N1 4 -N2
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H3 2'- 10" - 6 SPA,
"H'J BARS JJNJ, BARS "Z " -- -BARS @ 9r REINF. STEEL LBS. 555
WING ELEVATION CON./C.S. CU. YDS 7.5 SHEET 2 OF 2
"H", «N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. 838.391
/2" RAD. A GUTTER
JOINT SURFACE
1NISH GRADE �r 1 /8" 1/8" RAD
m
ALE
IT JOINT
SEALER
- - -- --- - - - - --
1-1/2' 1/8- RAD.
�-1� 3/8- - -
JOINT ��� 1/2-
TOOLED CONTRACTION JOINTS ® 10' O.C. FILLER I
EXPANSION JOINTS 0 30' O.C. AND
A ADJACENT TO ALL RIGID OBJECTS
A CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 psi CONCRETE.
2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PARALLEL TO THE CURB.
3. FILL AND SEAL THE TOP 1/2. OF EXPANSION JOINTS AND TOP 1-
OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 846 -3.
CONCRETE CURB & GUTTER (2' -611)
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
1 6 -27 -12 1 GRH
NO. I DATE I BY
BEF =ORE YOU D1431
CA" 1 -800- 632 -4949
N.C. ONE -CALL CENTER
rrS THE LAWI
REVISED ROADWAY ALIGNMENT
REVISION DESCRIPTION
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oT CONTINUOUS LINES SKIP LINES MINI -SKIP LINES o} v� ARROW AND LEFT OR RIGHT TURN ARROW RIGHT TURN ARROW rw� gr
H z H' 20" 6L-,4" 20" �./
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R=4p'" 12" 12"r 32" a
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z, t-d "NORMAL" WIDTH LINE, THE SECOND WIDTH APPLIES TO A "WIDE" LINE. S > Z > V
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DIRECTED BY THE ENGINEER. REFER TO PAVEMENT MARKING GUIDELINES. IL � J a
C3h .��9 16'" La 1 - USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS. RAMP ARROW C'3
AT EXIT RAMP W
WHITE 2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
INTO INTERSECTION AREAS, `` +``+ +j11U111tttttIiIf
3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
STOP OR TRANSVERSE BAR EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
UNLESS APPROVED BY THE ENGINEER. • ` Acv q
" 4- CONFORM ALL SYMBOLS TO THE FHWa "STANDARD ALPHABETS FOR
ng
� � 24 THRGHWA) SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS, RAMP ARROW SISOK MARKINGS", (REFER :� iU1 N M '141
HffT 1 OF 2 m SHEET 1 OF 2 SHEET 1 OF 7 THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL AT EXIT RAMP SHEET 7 OF 7 :. y •vim ��• � qJ$
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1205.01 WHITE 1 It15.01 1205 ■ OS SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT. 1aQ ��•� �y��\
11-•bd �•
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-# 1 7- C -I (CHEVRON)
-� Z s a 2" REFER ALSO TO TABLE 1 Q a *-1 z D < .
(1) O co SFiaULOER u o d
r- DQ.��tn :.. 4... o.:_ E.O,P. W M L� Jt20 -iU rH -SUS WHITE GaRE LINES Li- _j
cc
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L' cm
=�Z =m TABLE 1 W M 1"'- �cr oc�D =o*iz� �— - - - - - -- -- - - -_ 2 1 FF-- t��cr0cD Q
� -gyp O O EDGE LINE OFFSETS FQR 2 -LANE, 2 -WAY ROADWAYS Fd- S z E j (- _ j UJ
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WIDTH (W) OF AX. EDGE LINE OFFSET MINIMUM LANE OFFSET DETAIL O G9 � - O
OFFSET DETAIL z t-i 3+ DIAGONAL LINE5 z
TRAVEL PAVEMENT FROM E.O,P. WIDTH > > (CHEVRON) ' > O
F-t V 16' is, 2" $` 8" CL t-r CD " CL r-t �(y�/'
z O 10' 6" 9" t a O ` G1 O O
20 s 9-5' MEDIAN ISLAND SEPARATING TRAFFIC IN OPPOSING DIRECTIONS LL
CENTER LINE OFFSET DETAIL 21' B"' 10' < 22'
TWO -WAY UNDIVIDED ROADWAY ~ ♦/� U
23' 10" 105' SEE EDGE LINE DOUBLE YELLOW
24' 11 11" OFFSET DETAIL WITH TWO -WAY LEFT TURN LANE CENTER LINES W (A V♦ 0
26' 2' ill �2 G ,
30' 3' 12` W 1 a iL
ryi 32' 4` 12` — _ cr_ z CC
YELLOW CENTER LINE O O Q
fii 3" 6" W .0 i' D 0 AGONAL LINES YE LL
-- - -- -- -- 3' - -- - - -- - - - - -- C'3 (2:1 SLOPE) J
< YELLOW CENTER LINE W — - - — Z < = N z
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� < � rte-+ W EDGE OF PAVEMENT OR SHOULDER ISLAND he z W �■� r
z z SEE CENTER LINE C3 co -4 Z D YELLOW Q J Q Z
Z LEGEND SEE EDGE LINE OFFSET DETAIL Z MEDIAN SIDE E.O.P. YELLOW
-n O OFFSET DETAIL O L11 q L7 OR SHOULDER EDGE LINE O t-t UJ
i- 1T1 DIAGONAL LINES �
�s CC > (2:1 SLOPE)
�p W= WIDTH OF TRAVEL LANE cl) H 2 Q O Q
O
« DIRECTION OF Z O Cr"' ji O z z � � 0
0 0 TRAFFIC FLOW O <C
LANE LINE OFFSET DETAIL �' y z U) � U co z � ^ W
W a M D___ Ul Q
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z OFFSET DETAIL cn 4 � � 2
iA G' _j Eli., CA ' , _j CL 0 0
W * W t WHITE ."°+° �/
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I W
GENERAL NOTES'
SEE EDGE LINE SEE LANE LINE 1- D= SPACING OF DIAGONAL LINES (TYPICALLY EQUAL IN FEET TO THE POSTED SPEED LIMIT).
OFFSET DETAIL OFFSET DETAIL
2- INCREASE SPACING OF DIAGONAl5 TO 200' OR MORE ON INTERSTATE ROADWAYS,
HEET 2 OF 2 SHEET 2 OF 2 J§HEET 1 OF 1 3- ADJUST SPACING OF DIAGONALS DEPENDING ON THE LENGTH OF THE ISLAND. SPACING ISHEET 1 OF 1
1205.01 1 205 ■ 01 1205 ■ 09 MAY BE ADJUSTED AS DETERMINED BY THE ENGINEER. 1205 ■ 09
0 DIRECT TAPER TURN LANE TURN LANE RAYS < 125 FT. z
W C3-0 WHITE MINI SKIP LINES l WHITE MINI -SKIP LINES O I t7a
^1 WHITE.
to Cy {� ?J
t-t z END OF TAPER �. . . . . TURN -LANE . e� >
I­ > t",.t — TAPER LINE TAPER Z, C,3 - N J W W
>
TURN LANE !. ARROW CENTERED d- z w co
L4 .J H
o O O BAY IN TURN LANE BAY O cr. O
O
N �z_n I-U OCT.'S Q �' 2 m Z }. 0.
a0 4 TURN LANE RAYS [ 25 - 2811 FT Fa- x F- Z `� z ll! ? a U CA I
==050 O , 'TI WHITE MINI -SKIP LINES O m F- N d G) z ul
NZ� Z WHITE TURN-LANE LINE l�� CC O t-t < 0 D Q 00 U v-
a' D>* W
z -4 60' TAPER R r>-a
z L4� aC�
g TURN LANE BAY t W
9 0
TURN LANE RAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
250' WHITE MINI -SKIP LINES
WHITE TURN-LANE LINE
Y r �
1 60' TAPER
IT cc
Lz'3 TURN LANE BAY O
LL
> C�l3 LEFT TURN LANE DEVELOPED FROM 2 -WAY TURN LANE CD
C s � z
rn CENTER BETWEEN FIRST w
3 -4 f!? WHITE TURN -LANE LINE
AND LAST ARROWS /—.WHITE MINI -SKIP LINES d m 1� LENGTH OF BAY CC: CC Lu a�i Z z al } . 2 WAY TURN LANE — O z i.iJ
z ,-i ' c — s r cc '.fir i.1�.. r��
A A v 6o` 4 F- z Q V J
m © TURN LANE BAY 160' cc
� 70 1°. W i-
SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS, W
t-a AND ARROW SPACING APPLY AS FOR THE VARIOUS
Z DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE :c
WHITE TURN -LANE LINE C� Q
(A v2 LENGTH OF BAY WHITE TURN -LANE LINE WHITE MINT -SKIP LINES �
-n LENGTH OF BAY UP TO 250" MAX. O
0 WHITE MINI -SKIP SPACING r t — — — — z
MAY BE REDUCED TO 8' — S w
INSTEAD OF THE 13' TAPER
STANDARD SPACING 60'
CENTER BETWEEN FIRST
TURN LANE BAY AND LAST ARROWS
LEGEND GENERAL NOTES BEF=ORE YOU IN431
1- APPLY ALL TURN LANE MARKINGS AS SHOWN FOR RIGHT & LEFT TURN LANES. 0AL.I_ 1- 800 -632 -4949
PAVEMENT MARKING SHEET 1 OF 1 N.G. G1NE-GAL.L_ CENTER
hH T 1 OFry1 r SYMBOL 2- THE NUMBER OF ARROWS SHOWN TS THE MINIMUM REflUTRED. USE ADDITIONAL ARROW3 IT'S THE LAW! 05 ■ V5 AS DETERMINED BY THE ENGINEER. 11205.0511 SHEET
1 6 -27 -12 GRH REVISED ROADWAY ALIGNMENT C=505
NO. I DATE BY REVISION DESCRIPTION