20130655 Ver 1_Site Plan_20130627

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1. FINISH GRADE TOLERANCES SHALL BE: AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY THE ENGINEER AND !COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
EQUAL TO OR GREATER THEN 95% (1!100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST,
ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED OR GRUBBED.
4. ALL SOIL EROSION CONTROL MEASUR'E.'S REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC.., SHALL BE MAINTAINED, IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL BE REMOVED AT THE C&MPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE REPAIRED AT NO EXTRA COST AND
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED„ SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE
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
OF 2'. THE CONTRACTOR SHALL. MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SE_.L OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWI'4ER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHEN
APPROVED BY THE APPROPRIATE AGENCIES. WHEN BURNING IS ANTICIPATED, IN ADDITION TO OBTAINING
ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINEER'S APPROVAL
OF THE BURNING SITE.
AFTER BURNING IS COMPLETED,; PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY Y BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
ABOVE. THE CONTRACTOR SHAL.L NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
WAITING FOR A "BURNING DAY"..
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS
DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS
THE WORK.
8. THE CONTRACTOR SHALL CONTROL A! L "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING
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
SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF f4 " -6" TO ACCEPT SEED. THE
CONTRACTOR SHALL NOT PROCEED V,6TH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE
ENGINEER'S APPROVAL OF THE GRAD!: -D SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL
"HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE
ENGINEER.
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM GIS AND A SURVEY PERFORMED BY
McGILL ASSOCIATES IN THE MONTH O NOVEMBER, 2011.
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 CAROL.INA 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 V01L 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 PROBER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUC T:ION, 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 CONS iRUCTION 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 T 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.
mmam 11111
s3 *QUM
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 15 DAYS AFTER FINISHED GRADES ARE ESTABLISHED, (21 DAYS FOR TEMPORARY SEEDING).
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.
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6" COMPACTED ABC STONE BASE
PROP. 10' ASPHALT 1 2'
GREENWAY
1 1/2" ASPHALT SURFACE
COURSE (SF9.5A)
2 1/2" COMPACTED BINDER
COURSE (119.013) 1
2%
REVISION DESCRIPTION
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APPROXIMATE LOCATION OF
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APPROXIMATE LOCATION OF
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APPROXIMATE LOCATION OF
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CAST IRON PIPE
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CORRUGATED METAL PIPE
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CORRUGATED PLASTIC PIPE
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BENCH MARK
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1. FINISH GRADE TOLERANCES SHALL BE: AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY THE ENGINEER AND !COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
EQUAL TO OR GREATER THEN 95% (1!100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST,
ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED OR GRUBBED.
4. ALL SOIL EROSION CONTROL MEASUR'E.'S REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC.., SHALL BE MAINTAINED, IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL BE REMOVED AT THE C&MPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE REPAIRED AT NO EXTRA COST AND
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED„ SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE
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
OF 2'. THE CONTRACTOR SHALL. MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SE_.L OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWI'4ER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHEN
APPROVED BY THE APPROPRIATE AGENCIES. WHEN BURNING IS ANTICIPATED, IN ADDITION TO OBTAINING
ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINEER'S APPROVAL
OF THE BURNING SITE.
AFTER BURNING IS COMPLETED,; PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY Y BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
ABOVE. THE CONTRACTOR SHAL.L NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
WAITING FOR A "BURNING DAY"..
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS
DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS
THE WORK.
8. THE CONTRACTOR SHALL CONTROL A! L "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING
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
SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF f4 " -6" TO ACCEPT SEED. THE
CONTRACTOR SHALL NOT PROCEED V,6TH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE
ENGINEER'S APPROVAL OF THE GRAD!: -D SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL
"HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE
ENGINEER.
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM GIS AND A SURVEY PERFORMED BY
McGILL ASSOCIATES IN THE MONTH O NOVEMBER, 2011.
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 CAROL.INA 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 V01L 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 PROBER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUC T:ION, 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 CONS iRUCTION 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 T 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.
mmam 11111
s3 *QUM
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 15 DAYS AFTER FINISHED GRADES ARE ESTABLISHED, (21 DAYS FOR TEMPORARY SEEDING).
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.
0
6" COMPACTED ABC STONE BASE
PROP. 10' ASPHALT 1 2'
GREENWAY
1 1/2" ASPHALT SURFACE
COURSE (SF9.5A)
2 1/2" COMPACTED BINDER
COURSE (119.013) 1
2%
REVISION DESCRIPTION
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TO BE BURIED 1.0 FT. BELOW
STREAM BED. MATCH EXIST.
SLOPE. CULVERT TO BE
INSTALLED PER NC DOT STANDARDS
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GENERAL NOTES
1. SURVEY DATA FROM MCGILL ASSOCIATES, P.A.
JANUARY 2012.
2. SURVEY DATA SET TO NC STATE PLANE (NAD83
(NSRS2007) AND NAVD 88).
3. ALL CONSTRUCTION ACTIVITIES TO BE APPROVED
BY ON —SITE REPRESENTATIVE OF MCGILL
ASSOCIATES, P.A.
APPROPRIATE 1. ALL APPROPRIATE PERMITS WILL BE OBTAINED
2. AND EROSION CONTROL
MEASURES WILL BE INSTALLED IN ORDER TO
MINIMIZE THE IMPACT TO KERNERS MILL CREEK
DURING CONSTRUCTION.
PUMP AROUND INSTALLED TO ALLOW
FOR CONSTRUCTION IN THE DRY.
4. CULVERT SHALL BE
INSTALLATION"
DISTURBED 5. ALL - BE STABILIZED
WITH TEMPORA
COVERED WITH THE APPROPRIATE EROSION
CONTROL BLANKET WITHIN 24 HRS. OF
COMPLE11ON OF • CULVERT.
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LOW PT. STA: 12+47.22
LOW PT ELEV: 952.90 PROFILE
PVI STA = 12+85.00
PVI ELEV = 912.72 SCALE: HORIZ. 1 "= 40'
A.D. = 8.4 4 VERT. 1"= 4' L0
K: 10.00 1 CN
84.44' VC +
PVI STA = 15+65.00 PVI STA = 1E+40.00 PVI STA = 19+35.00
PVI ELEV = 960.07 PVI ELEV = 57.89 PVI ELEV = 955.99
A.D. = 9.00 A.D. = 2 50 A.D. = 5.50 LOW PT. ST : 20+75.00
K: 10.00 K: 20.00 K: 20.00 'LOW PT ELEV: 952.31 •
V 30.00' �30.00' 30.00 V PVI STA = 20+50.00
0 PVI ELEV = 951.96
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PROP. JUNCTION BOX #24
PROP. 18 RCP ,E.. i / TOP 952.46
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PVI STA
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.
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PVI ELEV
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In
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PVI FLFV
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V: 947.78
A
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+
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PVI ELEV
947.68
EXIST.
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INV. OUT 923.00
�P WALL 919.00
B\ WALL 916.94
OP WALL 921.50
BOTT. WALL 916.55
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BOTT. WALL 916.11
WALL 921.50
TT. WALL 915.
TOP WALL 922.5
BOTT. WAL 916.11
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BOTT. WALL 15.60
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TOP WALL 917 3
BOTT. WALL 916
TOP WALL 925.50
BOTT. WALL 916.94
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$ - - 5
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PROP. 15 RCP kt
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PROP. FES #25 (15")- 100 YR. FLOOD
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4 N-- TRANSITION TO MATCH
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PROP. FES #32
INV. IN 916.00
INV. OUT 915.7
PROP. 10' WIDE ASPHALT PROP. JUNCTION BOX #31
-- - - - - - - - - - -H
GREENWAY TRAIL RIM 918.5
N, (TRAIL "C INV. 915.87 (MATCH EXISTING)
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PVI ELEV
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+ c
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14
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9 2RLINE GREENv.
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P ELEV = 23.44
A. D. 4.12
123.47' VC
I
PVI STA =1 56+00.00
-:6'ROPOSED RIP RAF
ON EXISTINif
SLOP-5
PROP. MSE RETAINING
WALL. (CONTRACTOR TC
PROVIDE DESIGN BY NC LICENSED
LOW PT. STA: 57+67.64ENGINEER FOR APPROVAL BY OWNER
LOW PT ELEV: 918.28 w PVI STIA = 57-1-50.00 ANDNCDO)
PVI ELEV = 917.54
A.D. =: 8.47
K: 1.00
84.7'' 0 VC FVI STA = 58+3D.00
PVI ELEV = 919.52
A. D. = 9.47
Of
K: 10.00
45.29' VC
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L \\--PROP. 15" RCP
HIGI­H 6ii. STA: 5"
HIG"'PT ELEV: 127.19 N,
PVPSTA = 55+20.0D
PVI ELEV = 927.34
A.D. = 4.00
K: 10.00
40.00' VC
F_
REVISION DESCRIPTION
I
0 w
Wf%W%.11'VL0 "Ill" " --/
6' RIGHT OF CEN,rERLINE PROP. 15 RCP
EXIST, CENTERLINE GROUND
REFER TO STRUCTURAL
LINE OF PROP. SIDEWALK DRAWINGS FOR ABUTMENT
DESIGN AND DIMENSIONS (TYP.)
EXIST. -GfZOUND LINE
61 LEFT OF CENlERLINE 100 YR. FLOOD,
ELEV. 913
ON 0 0 0 0-) n Lr) N 00 Ln L0 Ln (D 0 0-) 0 COO OIL 0 0 00 CD 00 rl- L0 L0 n 0 Ln Lc) Lr) c r)
Lo oo 0 -4- -4- 0') 0 CN 't (c) 0 00 -4- -4- 114- c\j 'd- (o N Lf) It -4- 1;4- 0 rl- Q0 CN rl- 0 o cy) N
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Ln L0 CO 0 00 00 It
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51400 52 00 53-00 54 00 55 00 56+00 57+00 58+00 59+00 60+00 61 00
a
PVI ELEV
= 926.54
00
A.D.
7.00
0
K: 10.00
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ON EXISTINif
SLOP-5
PROP. MSE RETAINING
WALL. (CONTRACTOR TC
PROVIDE DESIGN BY NC LICENSED
LOW PT. STA: 57+67.64ENGINEER FOR APPROVAL BY OWNER
LOW PT ELEV: 918.28 w PVI STIA = 57-1-50.00 ANDNCDO)
PVI ELEV = 917.54
A.D. =: 8.47
K: 1.00
84.7'' 0 VC FVI STA = 58+3D.00
PVI ELEV = 919.52
A. D. = 9.47
Of
K: 10.00
45.29' VC
Lu
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L \\--PROP. 15" RCP
HIGI­H 6ii. STA: 5"
HIG"'PT ELEV: 127.19 N,
PVPSTA = 55+20.0D
PVI ELEV = 927.34
A.D. = 4.00
K: 10.00
40.00' VC
F_
REVISION DESCRIPTION
I
0 w
Wf%W%.11'VL0 "Ill" " --/
6' RIGHT OF CEN,rERLINE PROP. 15 RCP
EXIST, CENTERLINE GROUND
REFER TO STRUCTURAL
LINE OF PROP. SIDEWALK DRAWINGS FOR ABUTMENT
DESIGN AND DIMENSIONS (TYP.)
EXIST. -GfZOUND LINE
61 LEFT OF CENlERLINE 100 YR. FLOOD,
ELEV. 913
ON 0 0 0 0-) n Lr) N 00 Ln L0 Ln (D 0 0-) 0 COO OIL 0 0 00 CD 00 rl- L0 L0 n 0 Ln Lc) Lr) c r)
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Ln L0 CO 0 00 00 It
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51400 52 00 53-00 54 00 55 00 56+00 57+00 58+00 59+00 60+00 61 00
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\\ '/ '� �'`••i= •� '' GREENWAY ESMT.. TYP °) PROP. FES #34 (24"
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STA. 0 +00.00 (TRAIL $PC) //\ / // = =92'. '' °'' - ' / //� /' / /�/ // � PROP. 20' WIDE \ i � j I ` I /, _�
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PVI ELEV 933.89
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PROP. YARD INLET #33
TOP 932.00 _ PROP. 10' WIDE ASPHALT
INV. OUT 929.50 GREENWAY TRAIL''
(TRAIL "C")
PROP. TEMP. GRADING \
ESMT. (TYP °)
O
0 0'
00 ui / 1.
LdLd
FROFILE
SCALE: HIORIZ. 1 "= 40'
VERT. 1"= 4'
PVI STA = 6 +20.0
PVI ELEV = 935.0'
A. D. = 3.50
K: 20.00
22.00' V,C
O N
M + �
w
U
m � w
i
EXIST. CENTERLINE esl�
LINE OF . t'O
GROUND EXIST *
NO.
I DATE
I BY
C6
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PROFILE
GREENWAY
A.D.
4.55
K:
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PROP. 24"
RCP °o
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HIGH PT ELEV:
942.57
U>
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PVI STA
3 +00.00
w
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PVI ELEV
A.D.
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6.95
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PVI ELEV = 935.0'
A. D. = 3.50
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NO.
I DATE
I BY
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9 +00.00
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= 933.20
A.D.
4.55
K:
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LOW PT.
STA: 5 +39.00
HIGH PT. S
A: 7 +71.53
LOW PT
ELEV: 933.76
HIGH PT ELEV:
936.76
P
4 STA
2 +00.0
PVI ST
= 5 +10.00
PVI STA
8 +00.00
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= 941.73
PVI EL
7V = 932.56
PVI ELEV
= 937.25
A.D.
8.75
A. 1
1. = 7.50
A.D.
5.25
52.50'
VC
150.00'
VC
104.94'
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CLASS B RIPRAP
12" NCDOT No. 5, OR 12"
No. 57 WASHED STONE
---------
FILTER FABRIC
FILTER
--{ 1.5' I--
24" MAX.
AT CENTER
SECTION A -A
A
FACE VIEW
A L D
�- (SEE PLANS)
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
DETAIL
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
- 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.
NOTES:
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
RIP RAP HECK DAM
REVISION DATE - NOVEMBER 3, 2008
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
MIN. 14 GUAGE 6 "X6" WIRE
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
5' STEEL POST
(MIN. 1.33 LB /LF)
WIRE
FENCE
WIRE
FENCE
STEEL
POST
24"
18" TO
24 "
1
8" DOWN & 4"
FORWARD ALONG
THE TRENCH
SECTION VIEW
FILTER
FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY /
m
6"
2" SF 9.5A
4" 1 19.06 --1
<ZZ
Wl
E
II ID II
I� �I
REBAR (TYP)
3" DIA. DRAINS
6" ABOVE FLOW LINE
REBAR (TYP)
REBAR (TYP)
HEADWALL DIMENSIONS (METAL PIPE)
NOTE: USE NEXT LARGEST SIZE FOR CONCRETE PIPE.
INSIDE
DIAMETER
OF PIPE
W1
W2
H1
H2
D
E
WEIGHT
SQ. FT.
BASE
AREA
12 "- 15 " -18"
V -2"
4' -10"
1' -3"
3' -2"
V -3"
1' -9"
1,550
7.34
21 " -24"
3' -8"
6' -1"
V -9"
3' -8"
1' -6"
2' -3"
2,100
9.90
30"
4' -2"
7' -2"
2' -0"
4' -2"
1' -10"
2' -9"
2,850
13.50
36
4' -8"
8' -4"
2' -4"
4' -8"
2' -2"
3' -3"
3,700
17.65
42 " -48"
5' -8"
10' -10"
3' -3"
5' -8"
2' -11"
4' -3"
5,600
28.60
" "
54 -60
6'- 10 "
11 -9 "
3 -6 "
6'-8"
3 -4 "
5'-2-
7,500
36.27
66 " -72"
8' -1"
12' -0"
3' -8"
7' -7"
3' -4"
6' -2"
8,500
40.00
84 " -96"
9' -4"
12' -8"
4' -0"
9' -6"
3' -4"
7' -6"
10,000
44.00
NOTE:
PLAN 1. 4000 PSI CONCRETE STANDARD
REINFORCED CONCRETE A
2' -6"
2' -0" 6" 1 /2" RAD. A GUTTER
JOINT " SURFACE 1 /8" RAD.
FINISH GRADE SEALER 1/8 1/8
2" RAD.
SEALER
to
\; o - - -- --- - - - - -- --- - - - - -- - - --
° i
1/8- RAD.
x Nu
11-1/2" = -11�- 3/8"
JOINT 1/2"
TOOLED CONTRACTION JOINTS 0 10' O.C. FILLER �
A EXPANSION JOINTS ® 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
EXIS*711NG
GROUND
4 "MIN. \� UPSLOPE
g" AREA)
MIN. (DISTURBED
N K, NOTES
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2 FABRIC SHALL BE REPLACED PROMPTLY
SLOPE
SLOPE LENGTH(FT)
6" MIN. COMPACTED ABC-j
G2%
100
10,000
2 TO 5%
PLASTIC OR 4" MIN. COMPACTED ABC
7,500
5 TO 10%
50
5,000
WIRE TIES
25
2,500
>20%
15
COMPACTED SUBGRADE
r
SECTION A °A
CONSTRUCTION
NOTES:
�04
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1.
CURB SHALL BE CONSr,UCTED WITH CLASS B 4000 psi CONCRETE.
777 7
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EXISTING
2.
SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
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GRADE
MARKS PARALLEL TO T, -E CURB.
3.
FILL AND SEAL THE TO 1/2" OF EXPANSION JOINTS AND TOP 1"
OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
4.
REFERENCE NCDOT STk,0ARD SPECIFICATIONS FOR ROADS AND
_
STRUCTURES, SECTION 5'46-3.
CONCRETE
CURS & GUTTER (2' -6 ")
EXISTING
GROUND
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
EXIS*711NG
GROUND
4 "MIN. \� UPSLOPE
g" AREA)
MIN. (DISTURBED
N K, NOTES
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2 FABRIC SHALL BE REPLACED PROMPTLY
SLOPE
SLOPE LENGTH(FT)
MAXIMUM AREA(SQFT)
G2%
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
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
EXISTING OR PROPOSED
6" SCH. 40 STEEL
PIPE FILLED WITH t
PAINTED YELLOW. F
PRIOR TO PAINTING
EXISTING
GROUND
ONCRETE
MIN.
REVISION DATE - NOVEMBER 3, 2008
9
�•-
EXISTING ROAD 1--
36' MIN.
CENTERED
BOLLARD
2 -1/2"
1 -j" CHAMFER
REFLECTOR, TYP.
6" X 6" PT POST, SMOOTH FINISH
er
WELDED STEEL STIRRUP
LEAVE �" GAP ON ALL SIDES
4"
" GALV. THRU BOL
io
2: #4 REBAR WELDED
COMPACTED BACKFILL Q
18" CONC. FOOTING
UNDISTURBED SOIL
NOTE.
ALL TRAFFIC CONTROL MARKINGS IN CONFORMANCE WITH
M.U.T.C.D. PART XI. USE SKID RESISTANT TRAFFIC PAINT.
REMOVABLE L LARD DETAIL
REVISION DATE - NOVEMBER 17, 2009
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
FROM EXISTING ROAD
2 " -3" COARSE AGGREGATE
(RAILROAD BALLAST)
SO. kia
r1,0
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 WILL 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 ENT A CE
REVISION DATE - NOVEMBER 3, 2008
IN
xN
\� 0<</
6" MIN.
1 1/2 S 9.5B ASPHALT SURFACE COURSE
2 1/2 119B ASPHALT BINDER COURSE
6" COMPACTED AGGREGATE
BASE COURSE
2' -0" SUBGRADE
(COMPACTED 10O% OF STANDARD
PROCTOR IN 8" LIFTS)
95% IN 8" LIFTS IN FILL AREAS -
DEPTH VARIES (COMPACTED TO
100% OF STANDARD PROCTOR IN
8" LIFTS)
ORIGINAL GROUND AFTER
/ %�\ CLEARING AND GRUBBING
LIGHT-DUTY AVE E T CROSS-SECTION
REVISION DATE - NOVEMBER 17, 2009
REVISION DESCRIPTION
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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
GRATES PLACED IN PEDESTRIAN
TRAFFIC AREAS TO SHALL BE
ORIENTED WITH OPEN SLOTS
RUNNING PERPENDICULAR TO
yr
FLAT CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(FCB)
RIM = TOP EDGE OF GRATE
HEAVYF" ^" ° •'^
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
CURB INLET TOP
CATCH BASIN SCHEDULE SYMBOL -(CI)
RIM =TOP OF GRATE DIRECTLY UNDER
HOOD OPENING
NOTE:
MIN. 3000 PSI CONCRETE
REQUIRED THROUGHOUT.
DRAINAGE STRUCTURE TOP
VARIES WITH APPLICATION,
SEE CATCH BASIN SCHEDULE
(VERIFY TRAFFIC LOAD
REQUIREMENT FOR EACH TOP)
/�
I I
I I
CONCRETE CATCH BASIN
EXTENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(SEE CATCH BASIN SCHEDULE)
PRE -CAST CONCRETE CATCH BASIN;
LENGTH, WIDTH AND HEIGHT VARIES
BY MANUFACTURER AND APPLICATION;
SEE CATCH BASIN SCHEDULE AND
VERIFY WITH SUPPLIER
5 " -8" WALL THICKNESS
WITH KNOCKOUT PANEL
`FIC FLOW (TYP. ALL GRATES)
♦ 1
NO PORTION OF STRUCTURE SHALL BE
REMOVED, DAMAGED OR OTHERWISE
ALTERED EXCEPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
INV
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CATCH BASIN SCHEDULE SYMBOL -(YI)
RIM = BOTTOM OF THROAT OPENING
YARD INLET SHALL RECEIVE
FLAT TOP WITH MANHOLE RING
AND CLOVER CAST IN FLUSH
USE PRE CAST BOX, 4" AND
2" CONCRETE BLOCK, OR BRICK
TO ELEVATE TOP TO ACHIEVE
THE DESIRED THROAT OPENING
"S " -8" THROAT OPENING
ALL FOUR SIDES UNLESS
NOTED OTHERWISE
INLET
(3) No. 4 REBAR � 6" VARIES 6"
KNOCKOUT PANEL ��
fl I:R 0* 6"
(TYP. EACH SIDE)
M'
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- - - a
I '' of Ii
1 N i ii
INLET - -- ii - - - Tl. I -- VARIES
h
I E �.
Irr
it I II
CONCRETE INVERT INSTALLED :�; q
AT A CONSTANT SLOPE 6"
FROM INLET TO OUTLET ® I I
I I I
OUTLET
SECTION A (PLAN
- - - - - CATCH BASIN TOP
(SEE SCHEDULE FOR TYPE)
F-
-----1-----
16.
BASIN RISER
II II HEIGHT VARIES
I a.�. (2) No. 4 REBAR
KNOCKOUT PANEL I °n `.
m
(TYP. EACH SIDE) on I
ii I it
Fl i
A A
i.
n: ,I
CATCH BASIN HEIGHT
II APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
PIPE TO BE FLUSH WITH is FOR STRUCTURES OVER AND MANUFACTURER
INSIDE WALL OF BASIN INLET j I ��. 3' -6" IN DEPTH, 12" O.C.
AND GROUTED SMOOTH
No. 4 REBAR ® C O.C.
EACH DIRECTION
PROPOSED PIPE
INVERT = BOTTOM OF PSI CONCRETE TO FORM INVERT;
PIPE AT FLOW LINE PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET. 12" OF #57 STONE
SECTION B \\-FOR MAY BE REQUIRED
POOR SOIL AND /OR WET CONDITIONS;
CONTRACTOR MUST VERIFY WITH ENGINEER
BEFORE PLACING BOX
1 1/
J
J
J
APPROX
WT. -LB.
D
A
Q
C
D
E
G
C
APPROX
SLOPE
B
•
�1
M M
V A
PIPE
DIA.
APPROX
WT. -LB.
WALL
A
B
C
D
E
G
R
APPROX
SLOPE
12"
530
6"
6"
6"
21"
21"
6"
6"
6"
21"
15"
740
6"
6"
6"
21"
21"
6"
6"
6"
26"
18"
990
6"
6"
6"
21"
21"
6"
6"
6"
31"
24"
1520
6"
6"
6"
21"
21"
6"
6"
6"
51"
30"
2190
1 6"
1 6"
1 6"
1 21"
1 21"
1 6"
1 6"
6"
69"
VAN ACCESSIBLE
SIGN (AS REQUIRED)
1 I
BOTTOM OF
R7 -8 OR R7
�r
00
COLORS: (ALL SIGNS)
LEGEND AND BORDER -GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND -WHITE
ARROW - GREEN
o�
R / — OU
4 n"
�— Lo ^ —�
3
NOTES SECTION B—B
1. Lo 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
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
5. REFERENCE NCDE:NR LAND QUALITY SECTION DESIGN
MANUAL: 6.41.
RIPRAP APRON SIZING (PER FIG. 8.06c)
OUTLET
No.
LI II
VAN ACCESSIBLE SIGN
APRON LENGTH
(La)
IIII
II
U
2" 1
Endwall #2
LJ
7.5'
15'
18'
RESERVED
GENERAL
NOTES:
PARKING
1.
REGARDLESS OF AGE, ALL ACCESSIBLE
6"
FES #6
SPACES SHALL BE IDENTIFIED BY ABOVE-
m
5'
GROUND SIGNS ONLY. (SEE N.C.G.S.) a CD
6°
2.
NEW SPACES SHALL NOT USE GROUND-
4.5'
12'
PAINTED SYMBOLS.
15"
3.
ACCESSIBLE SPACES ARE REQUIRED TO
rrwxllauM
TM
7.5'
BE STRIPED OFF ONLY, BLUE COLORING
o
Endwall #12
IS NOT NECESSARY NOR REQUIRED
3.75°
4.
STRIPING IS WHITE ON DARK PAVEMENT;
R7 -8E
FES #14
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
THIS SIGN MAY BE USED INSTEAD
6'
6'
OF SIGNS R7 -8 R7 -8D
Endwall #16
SIGN MOUNT11"N'G
HEIGHT
6'
REVISION DATE - JANUARY 2, 2007
�— Lo ^ —�
3
NOTES SECTION B—B
1. Lo 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
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
5. REFERENCE NCDE:NR LAND QUALITY SECTION DESIGN
MANUAL: 6.41.
RIPRAP APRON SIZING (PER FIG. 8.06c)
OUTLET
No.
PIPE DIAMETER
(Do)
3 x Do
APRON LENGTH
(La)
APRON WIDTH
(W= Do +La)
RIPRAP SIZE
(d50xTHICKNESS)
Endwall #2
30"
7.5'
15'
18'
12"
FES #4
15"
3.75'
5'
6'
6"
FES #6
15"
3.75'
5'
6'
6°
FES #8
18"
4.5'
12'
14
15"
Endwall #10
15"
3.75'
7.5'
9'
12"
Endwall #12
15"
3.75°
6'
6'
6"
FES #14
15"
3.75'
6'
6'
6"
Endwall #16
15"
3.75'
6'
6'
6"
FES #22
30"
7.5'
15'
18'
12"
FES #26
15"
3.75'
7.5'
9'
12"
FES #28
15"
3.75'
5'
6'
6"
FES #30
15"
3.75'
5'
6'
6"
FES #34
24"
6'
12'
14'
12"
FES #38
12"
3'
4'
5'
6"
V NDE V MITE -
PAUdTEO STRIPES
OUTLET PROTECTION
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
PARKING SPACE TO SLOPE
MAMMUM 2% IN ANY DIRECTION
REVISION DATE - JANUARY 2, 2007
REVISION DESCRIPTION
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NOTE:
FENCE LOCATIONS TO BE STAKED AND APPROVED BY ENGINEER
PRIOR TO INSTALLATION. A 10 FOOT SECTION OF FENCE SHALL
BE ERECTED FOR ENGINEERS APPROVAL PRIOR TO INSTALLATION.
10'
0
a
6" ROUNDED CEDAR
OR LOCUST POST
4" ROUNDED CEDAR
OR LOCUST RAILS
to
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c z
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REVISED -_�k
PROPOSED GRADE
18" CONCRETE BASE
A, :
�zq�lwfim:a
FOR PROJECT
(2) - 4" CAP UNITS OR
(1) - 8" CAP UNIT -n
6" CRUD, — .
UNREINFORCED CONCRETE
LEVELING PAD
CONCRETE COLL,
(IF APPLICABLE)
4" CAP UNIT
r-8" STANDARD UNIT
TOP OF WALL STEPS
-P
CONTROL JOINTS /� SAW UNITS TO FIT
AS REQUIRED / WITHIN 1/2" OF PIPE
L -SCOUR PROTEC11ON AS REQUIRED
NOTE: FOR PIPES LARGER THAN 24 ", A
CONCRETE COLLAR MAY BE CAST AROUND PIPE
FOR EASE OF CONSTRUCTION AND APPEARANCE
TYPICAL PIPE OUTLET DETAIL
71 9 /7"
ELEVATION
LEVELING 'l DETAIL
8" MIN. LOW PERMEABLE SOIL
APPROXIMATE LIMITS \�
OF EXCAVATION i
Z_:.I
%TE/
SOIL �•'•a RETAINED SOIL 30% COVERAGE WITH ° ° DRAINAGE COMPOSITE GRID LENGTH '! I AGGREGATE DRAIN S
o
PVC SLEEK
SEE OTHER SHEETS FOR TOP AND
BOTTOM OF WALL ELEVATIONS
/-TOP OF WALL
KEYSTONE CAP UNIT
KEYSTONE STANDARD UNIT
"--UNIT DRAINAGE FILL (3/4" _
CRUSHED ROCK OR STONE)W
1 I=
z
32 BOTTOM OF WALL
N
�- EXISTING GRADE o
,--FINISHED GRADE I
4" PERFORATED ///'A/ / /�// /�� / / // // //� '' LMIN. BURY PER WALL
PVC DRAINAGE TILE MANUFACTURER'S
(IF REQUIRED) UNREINFORCED ENGINEER
FOUNDA11ON S01 CONCRETE OR CRUSHED
STONE LEVELING PAD
TYPICAL REINFORCED CUT WALL SECTION
STANDARD UNIT - NEAR VERTICAL SETBACK
PLACE POST BEHIND
MODULAR BLOCK
GROUT POST IN
L SAFETY FENCE -
ZED)
WASHED STONE
PVC SLEEVE
GEOGRID
4" CAP UNIT
N UNIT>il KEYSTONE
-�
FENCE STATION AND PLAN DETAIL
STANDARD UNIT — NEAR VERTICAL SETBACK
NOTES:
1. THIS DETAIL SHALL NOT BE USED FOR CONSTRUCTION. IT IS INTENDED TO BE USED
BY THE ENGINEER AS A GUIDELINE FOR PUTTING TOGETHER CONSTRUCTION DRAWINGS &
STRUCTURAL CALCULATIONS WHICH WILL BE SIGNED, SEALED AND PROVIDED TO THE
CONTRACTOR FOR CONSTRUCTION OF THE RETAINING WALLS.
2. "ENGINEER" REFERS TO THE WALL MANUFACTURER'S ENGINEER, WHO WILL SUPPLY
SIGNED AND SEALED DRAWINGS FOR WALL CONSTRUCTION.
3. CONSTRUCTION DRAWINGS AND STRUCTURAL CALCULATIONS, PREPARED BY WALL
MANUFACTURER'S ENGINEER, WILL REQUIRE APPROVAL FROM NCDOT. ADDITIONAL
CONTRACT TIME WILL NOT BE GRANTED FOR NCDOT'S REVIEW OF DRAWINGS AND
CALCULATIONS.
CONCRETE LA E I I ALL
"KEYSTONE" OR APPROVED EQUAL
REVISION DATE - NOVEMBER 3, 2008
NO. I DATE ( BY
REVISION DESCRIPTION
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3
TEMPORARY V
24" PLAN'
4" c
12" No. 57 STONE
2:1 BACKSLOPE (TYP.
WRA
FILTEF
v+ VERTICAL 1" = 2'
SECTION -
SCALE: HORIZONTAL 1" = 10'
RQM VERTICAL 1" = 2'
1. FILTER FABRIC SHALL BE MIRAFI 140 N OR APPROVED EQUAL.
2. SOIL MEDIA SHALL CONSIST OF 85 -88% BY VOLUME SAND, 8 -12%
FINES (SILT AND CLAY) AND 3 -5% ORGANIC MATTER (SUCH AS PEAT
MOSS). SOIL MEDIA PERMEABILITY SHALL BE 1 -6 INCHES PER HOUR,
1 -2 INCHES PER HOUR IS PREFERRED. SOIL MEDIA P -INDEX SHALL BE
BETWEEN 10 -30.
3. PONDING DEPTH IS 12 INCHES.
4. BIORETENTION CELL SHALL BE SODDED WITH CENTIPEDE GRASS. AVOID
SOD THAT IS GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER (SUCH
AS CLAY).
5. AREAS NOT SODDED SHALL BE SEEEDED IN ACCORDANCE WITH GENERAL
NOTES. SEE SHEET G -002.
P10-RETENTION
35
ANTI -V(
F
TRASH F
U -BOLT
F,
ANTI- VORTEX
/2" x 6" x 3'
#4 BAR
9 6" O.0
-TRASH RACK
FRONT VIEW of TRASH RACK
NOT TO SCALE
MODIFIED FOR THIS PROJECT
12" +PIPE DIAMETER
OR AS REQUIRED
IIII 1 :11 I=
NOTES:
—) I III- 1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY
AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW
—II THEM ACCORDINGLY.
_ COMPACTED BACKFILL
I I
-II III -
_I
C-4 SELECT BACKFILL
MATERIAL (NO MATERIAL
LARGER THAN 2")
III=
0 0 O O MIDPOINT OF PIPE
NO. 67 STONE TO SUITABLE
BEARING CAPACITY
C ass B Trench Deta'INot To Scale
COMPACTED FILL
2' -6"
2' -0" 6" 1/2- RAD.
3" THICK LAYER
2" RAD. No. 57 STONE
866.2(0
6" MIN. PEA GRAVEL
COMPACTED SUBGRADE
SECTION A -A
JOINT
A GUTTER
/-SURFACE
TOOLED CONTRACTION JOINTS ® 10' O.C.
24" A
TOP = 866.7
CONSTRUCTION NOTES:
1. LEVEL SPREADER 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. TOP OF LEVEL SPREADER SHALL BE LEVEL.
LEVEL SPREADER
/a"
FILLER -/ _'I_ 1/1
EXPANSION JOINTS 0 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
NOT TO SCALE
REVISED FOR THIS PROJECT
INLET
MIN. 3000 PSI CONCRETE (3) No. 4 REBAR 6" VARIES 6"
REQUIRED THROUGHOUT.
KNOCKOUT PANEL
(TYP. EACH SIDE) 4`'=
p. r
� rr
j1 i 4
�i 0 ri
B �- -- 1 0 B
u � i
CONCRETE TOP WITH
TRASH RACK
6"
INLET —° - ri - - ,ii -- VARIES
� q
u
CONCRETE INVERT INSTALLED
AT A CONSTANT SLOPE -- - =�_ -- :1 = -- 6•
FROM INLET TO OUTLET ® I I
CONCRETE CATCH BASIN
EXTENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(SEE CATCH BASIN SCHEDULE)
PRE -CAST CONCRETE CATCH BASIN;
LENGTH, WIDTH AND HEIGHT VARIES
Cn
BY MANUFACTURER AND APPLICATION;
KNOCKOUT PANEL
SEE CATCH BASIN SCHEDULE AND
(TYP. EACH SIDE)
VERIFY WITH SUPPLIER
"
A
5 -8" WALL THICKNESS
_
WITH KNOCKOUT PANEL
WC
NO PORTION OF STRUCTURE SHALL BE
REMOVED, DAMAGED OR OTHERWISE
ALTERED EXCEPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
PIPE TO BE FLUSH WITH
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
— �CATCH
BASIN TOP
u' .•i1 -p
u.. lr'
t rr BASIN RISER
®� I `; (2) No. 4 REBAR HEIGHT VARIES
L•
14 11
INLET
I
1
I& HE
REVISION DATE - OCTOBER 22, 2010
SECTION B
_A I
CATCH BASIN HEIGHT
APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
FOR STRUCTURES OVER AND MANUFACTURER
3' -6" IN DEPTH, 12" O.C.
,No. 4 REBAR ® 6" O.C.
EACH DIRECTION
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
REVISION DESCRIPTION
N
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SHEET
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SHEET
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