SW6120202_APPROVED PLANS_20120223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
4419,111 ala 3
YYYYMMDD

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OWNER 1 DEVELOPER CERTIFICATION
PROJECT SITE
CHICKEN ROAD ACCESS CONTROL POINT
B " I 1 We hereby certify that all clearing, grading, construction and or development will
be done pursuant to this plan and that any responsible personnel involved in the
construction project will have a certificate of attendance of a North Carolina approved
training program for the control of sediment and erosion before beginning the project. I
hereby authorize the right of entry for periodic on -site evaluation by State of North
Carolina, Department of the Environment & Natural Resources, Compliance
Inspectors."
Date Owner 1 Developer Signature
Card No. Printed Name and Title
STANDARD STABILIZATION NOTE
"Following initial soil disturbance or redisturbance, permanent or temporary
stabilization shall be completed within seven (7) calendar days as to the surface of all
perimeter controls, dikes, swales, ditches, perimeter slopes, and all slopes greater than 3
horizontal to 1 vertical (3:1) and fourteen days (14) as to all other disturbed or graded
areas on the project site."
DESIGN CERTIFICATION
A "I hereby certify that this plan has been designed in accordance with the 2009
Standards and Specifications for Soil Erosion and Sediment Control or current
revisions thereof, and Department of the Environment Stormwater Management
Regulations,
01-25-2012
Date
Designer's Signature
K. Joshua Hurst
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USACE Project Manager
Signature
Printed Name
USACE Reviewer
REGULATORY REVIEW
DATE: JANUARY 25, 2012
Signature
Printed Name
Environmental Compliance
PLATE DESCRIPTION
GCO01
CIVIL COVER
C-001
GENERALNOTES
C-002
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
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PLATE
REFERENCE
NUMBER
GCO01
SHEET 003 OF 147

1
GENERAL CIVIL NOTES
2 ! 3
EROSION CONTROL NOTES (CONT.,
4
EROSION CONTROL NOTES (CONT.,
5
EROSION CONTROL (SELF INSPECTION
1. WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE FORT BRAGG
INSTALLATION DESIGN GUIDE, THE LATEST EDITIONS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE STANDARDS, THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL
REPORT. UTILITIES SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO STATE OF
NORTH CAROLINA/STATE BOARD OF HEALTH WATERWORKS AND/OR SEWAGE
REGULATIONS.
2. DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE
CONDITIONS OR INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS
D SHALL BE IMMEDIATELY REPORTED TO THE CONSTRUCTION MANAGER, IN WRITING,
WHO WILL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE
BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES,
OR AMBIGUITIES AND BEFORE FORMAL RESPONSE FROM THE CONSTRUCTION MANAGER
SHALL BE DONE AT THE CONTRACTOR'S RISK. NO EXTRA COMPENSATION SHALL BE
PAID TO CONTRACTOR FOR WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS
AND BUILDING DIMENSIONS.
4. TRAFFIC CONTROL WITHIN VEHICULAR AREAS IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" (MUTCD).
5. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS
DURING CONSTRUCTION.
6. DIMENSIONS/COORDINATES ARE IN FEET, TO OUTSIDE FACE OF BUILDING BRICK
VENEER, EDGE OF ROOF CANOPY (FOR ID CHECK AREA CANOPY AND PASSENGER
VEHICLE SEARCH AREA CANOPY) TO CENTERLINE, CENTER TO CENTER ON STRIPES,
AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
TREE PROTECTION NOTES
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1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE
OPERATIONS INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND
ADEQUATELY SEPARATE TREES TO BE REMOVED FROM REMAINING VEGETATION.
2. AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF
EXISTING GRADE AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT
THE EDGE OF THE TREE SAVE AREA THE SAME TIME AS OTHER EROSION CONTROL
MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON
THE SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK.
3. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED WITHIN
PROTECTED AREA(S), AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY
OF THE PROTECTED AREA(S) AND POSTED ON THE PROTECTION FENCE. A PROTECTION
FENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND
MOISTURE FOR THE DURATION OF THE CONSTRUCTION SHALL BE INSTALLED AT THE
SAME TIME AS THE EROSION CONTROL MEASURES, AND SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IN THE VICINITY OF THE TREES HAS BEEN COMPLETED.
4. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL SITE WORK IS
COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF
OCCUPANCY IS SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO FINAL SITE
INSPECTION FOR THE CERTIFICATE OF OCCUPANCY.
EROSION CONTROL NOTES
STANDARD EROSION AND SEDIMENT CONTROL NOTES: THE CORPS OF ENGINEERS REQUIRES
THAT THESE NOTES, IN THEIR ENTIRETY, BE INCLUDED ON THE EROSION AND SEDIMENT
CONTROL PLAN. IT IS RECOGNIZED THAT EVERY NOTE MAY NOT APPLY TO ALL PROJECTS.
THE REQUIREMENT OF ANY INDIVIDUAL NOTE NOT APPLICABLE TO THE SUBJECT PROJECT
IS NOT BINDING UPON THE APPLICANT OR THE APPLICANT'S CONTRACTOR.
1. THE CONTRACTOR SHALL NOTIFY THE COE ENVIRONMENTAL SPECIALIST AT
(910-396-1211 X 223) SEVEN (7) DAYS BEFORE COMMENCING ANY LAND
DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE COE, SHALL BE REQUIRED TO
HOLD A PRE -CONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES AND A
REPRESENTATIVE OF COE.
2. THE CONTRACTOR MUST NOTIFY COE IN WRITING AND BY TELEPHONE AT THE
FOLLOWING POINTS:
A. THE REQUIRED PRE -CONSTRUCTION MEETING.
B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.
C. DURING THE INSTALLATION OF SEDIMENT BASINS (TO BE CONVERTED INTO PERMANENT
STORMWATER MANAGEMENT STRUCTURES) AT THE REQUIRE INSPECTION POINTS (SEE
INSPECTION CHECKLIST ON PLAN). NOTIFICATION PRIOR TO COMMENCING
CONSTRUCTION OF EACH STEP IS MANDATORY.
D. PRIOR TO REMOVAL OR MODIFICATION OF SEDIMENT CONTROL STRUCTURE(S).
E. PRIOR TO REMOVAL OF SEDIMENT CONTROL DEVICES.
F. PRIOR TO FINAL ACCEPTANCE.
3. THE CONTRACTOR SHALL CONSTRUCT EROSION AND SEDIMENT CONTROL MEASURES
PER THE APPROVED PLAN AND CONSTRUCTION SEQUENCE AND SHALL HAVE THEM
INSPECTED AND APPROVED BY THE SEDIMENT AND EROSION CONTROL INSPECTOR OR
PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES. MINOR SEDIMENT CONTROL
DEVICE LOCATION ADJUSTMENTS MAY BE MADE IN THE FIELD WITH THE APPROVAL OF
THE COE INSPECTOR. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF FROM
DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL DEVICES AND SHALL NOT
REMOVE ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION
FROM COE INSPECTOR. THE CONTRACTOR MUST OBTAIN PRIOR COE APPROVAL FOR
CHANGES TO THE SEDIMENT CONTROL PLAN AND/OR SEQUENCE OF CONSTRUCTION.
4. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND
EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. ALL
MATERIALS DEPOSITED ONTO PUBLIC ROADS SHALL BE REMOVED IMMEDIATELY.
5. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN
EFFECTIVE OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES
UNTIL SUCH TIMES AS THEY ARE REMOVED WITH PRIOR PERMISSION FROM COE
INSPECTOR. ALL SEDIMENT BASINS, TRAP EMBANKMENTS AND SLOPES, PERIMETER
DIKES, SWALES AND ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 SHALL BE
STABILIZED WITH SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED
STABILIZATION MEASURES, AS SOON AS POSSIBLE BUT NO LATER THAN SEVEN (7) TO
FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. AREAS DISTURBED OUTSIDE
OF THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE
MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION.
(REQUIREMENT FOR STABILIZATION MAY BE REDUCED TO THREE (3) DAYS FOR
SENSITIVE AREAS.)
6. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR
OTHER APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS AND
STOCKPILES WITHIN SEVEN (7) CALENDAR DAYS AFTER STRIPPING AND GRADING
ACTIVITIES HAVE CEASED IN THE AREA. MAINTENANCE SHALL BE PERFORMED AS
NECESSARY TO ENSURE CONTINUED STABILIZATION. (REQUIREMENT MAY BE REDUCED
TO THREE (3) DAYS FOR SENSITIVE AREAS.) NOTE: EARTHEN MATERIAL STOCKPILES
MUST BE LOCATED 50 FEET FROM STORM DRAINS AND STREAMS.
7. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL
STABILIZE AND HAVE ESTABLISHED PERMANENT STABILIZATION FOR CONTRIBUTORY
DISTURBED AREAS USING SOD OR AN APPROVED PERMANENT SEED MIXTURE WITH
REQUIRED SOIL AMENDMENTS AND AN APPROVED ANCHORED MULCH. WOOD FIBER
MULCH MAY ONLY BE USED IN SEEDING SEASON WHERE THE SLOPE DOES NOT
EXCEED 10% AND GRADING HAS BEEN DONE TO PROMOTE SHEET FLOW DRAINAGE.
AREAS (3:1 OR FLATTER) BROUGHT TO FINISHED GRADE DURING THE SEEDING
SEASON SHALL BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE, BUT NOT LATER
THAN FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. DPW FORT BRAGG
SEEDING SPECS SHALL BE USED FOR TEMPORARY AND PERMANENT SEEDING WITH
THE EXCEPTION OF DISTURBANCE IN WETLAND AREAS. FOR WETLAND AREAS THE
ENDANGERED SPECIES BRANCH WILL GIVE GUIDANCE AND HAS THEIR OWN SEED
SPECS TO BE USED IN WETLAND AREAS.
8. THE SITE'S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS,
DAILY LOG BOOKS, AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE FOR
INSPECTION BY DULY AUTHORIZED OFFICIALS OF COE, WMB AND NCDENR
RESPONSIBLE FOR PROJECT.
9. SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE
CONTROLLED BY EITHER PREVENTING DRAINAGE FLOWS FROM TRAVERSING THE SLOPES
OR BY INSTALLING PROTECTIVE DEVICES TO CONVEY THE WATER DOWNSLOPE WITHOUT
CAUSING EROSION. DIKES SHALL BE INSTALLED AND MAINTAINED AT THE TOP OF A
CUT OR FILL SLOPE UNTIL THE SLOPE AND DRAINAGE AREA TO IT ARE FULLY
STABILIZED, AT WHICH TIME THEY MUST BE REMOVED AND FINAL GRADING DONE TO
PROMOTE SHEET FLOW DRAINAGE. PROTECTIVE METHODS MUST BE PROVIDED AT
POINTS OF CONCENTRATED FLOW WHERE EROSION IS LIKELY TO OCCUR.
10. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE
STABILIZED WITH SOD OR SEED WITH AN APPROVED EROSION CONTROL MATTING,
RIP -RAP, OR BY OTHER APPROVED STABILIZATION MEASURES. TEMPORARY SEDIMENT
CONTROL DEVICES MAY BE REMOVED, WITH PERMISSION OF THE SEDIMENT AND
EROSION CONTROL INSPECTOR WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING
ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTORY DRAINAGE AREAS.
STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL
SHALL BE CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD
AS WELL.
11. NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE
PERMITTED IN LAWN MAINTENANCE AREAS. A SLOPE GRADIENT OF UP TO 2:1 WILL BE
PERMITTED IN NON -MAINTENANCE AREAS PROVIDED THAT THOSE AREAS ARE INDICATED
ON THE EROSION AND SEDIMENT CONTROL PLAN WITH A LOW -MAINTENANCE GROUND
COVER SPECIFIED FOR PERMANENT STABILIZATION. SLOPE GRADIENT STEEPER THAN 2:1
WILL NOT BE PERMITTED WITH VEGETATIVE STABILIZATION.
12. FOR FINISHED GRADING, THE CONTRACTOR SHALL PROVIDE ADEQUATE GRADIENTS TO
PREVENT WATER FROM PONDING FOR MORE THAN TWENTY FOUR (24) HOURS AFTER
THE END OF A RAINFALL EVENT. DRAINAGE COURSES AND SWALE FLOW AREAS MAY
TAKE AS LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL EVENT
TO DRAIN. AREAS DESIGNED TO HAVE STANDING WATER SHALL NOT BE REQUIRED TO
MEET THIS REQUIREMENT.
13. SEDIMENT TRAPS AND BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A
FOUNDATION THAT EXISTS OR IS UNDER CONSTRUCTION. NO STRUCTURE MAY BE
CONSTRUCTED WITHIN 20 FEET OF AN ACTIVE SEDIMENT TRAP AND BASIN.
14. THE SEDIMENT AND EROSION CONTROL INSPECTOR HAS THE OPTION OF REQUIRING
ADDITIONAL SAFETY OR SEDIMENT CONTROL MEASURES, IF DEEMED NECESSARY.
15. ALL BASIN AND TRAP DEPTH DIMENSIONS ARE RELATIVE TO THE OUTLET ELEVATION.
ALL BASINS AND TRAPS MUST HAVE A STABLE OUTFALL. ALL TRAPS AND BASINS
SHALL HAVE STABLE INFLOW POINTS.
16. VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE
STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL. REFER
TO APPROPRIATE FORT BRAGG SPECIFICATIONS FOR TEMPORARY SEEDING, PERMANENT
SEEDING, MULCHING, SODDING, AND GROUND COVERS.
17. SEDIMENT SHALL BE REMOVED AND THE TRAP AND BASIN RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE QUARTER OF THE
TOTAL DEPTH OF THE TRAP AND BASIN. TOTAL DEPTH SHALL BE MEASURED FROM
THE TRAP AND BASIN BOTTOM TO THE CREST OF THE OUTLET.
18, SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED
IN APPROVED AREAS, BUT NOT WITHIN A FLOODPLAIN, WETLAND OR TREE -SAVE AREA.
WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO A
SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE. A SUMP PIT MAY BE
USED IF SEDIMENT TRAPS AND BASINS THEMSELVES ARE BEING PUMPED OUT. ALL
WATER REMOVED FROM EXCAVATED AREAS (E.G. UTILITY TRENCHES) SHALL BE PASSED
THROUGH AN APPROVED DEWATERING PRACTICE OR PUMPED TO A SEDIMENT TRAP OR
BASIN PRIOR TO DISCHARGE FROM THE SITE (I.E. VIA FUNCTIONAL STORM DRAIN
SYSTEM OR TO STABLE GROUND SURFACE).
19. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED
CONTROLS OR AS DIRECTED BY ENGINEER OR COE INSPECTOR:
A. CALL "NC ONE -CALL CENTER" AT 1-800-632-4949 48 HOURS PRIOR TO THE
START OF WORK.
B. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.
C. TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED, AND
STABILIZED AT THE END OF EACH WORKING DAY. NO MORE TRENCH SHALL BE
OPENED THAN CAN BE COMPLETED THE SAME DAY.
D. TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF
DISTURBED AREA INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY.
20. WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS
AND TRAPS MAY NEED TO BE SURROUNDED WITH AN APPROVED SAFETY FENCE. THE
FENCE MUST CONFORM TO LOCAL ORDINANCES AND REGULATIONS. THE DEVELOPER
OR OWNER SHALL CHECK WITH LOCAL BUILDING OFFICIALS ON APPLICABLE SAFETY
REQUIREMENTS. WHERE SAFETY FENCE IS DEEMED APPROPRIATE AND LOCAL
ORDINANCES DO NOT SPECIFY FENCING SIZES AND TYPES, THE FOLLOWING SHALL BE
USED AS A MINIMUM STANDARD: THE SAFETY FENCE MUST BE MADE OF WELDED WIRE
AND AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN 8
FEET, HAVE MESH OPENINGS NO GREATER THAN 2 INCHES IN WIDTH AND 4 INCHES
IN HEIGHT WITH A MINIMUM OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED
AND IN GOOD CONDITION AT ALL TIMES.
21. OFF -SITE SPOIL AND BORROW AREAS ON STATE AND FEDERAL PROPERTY MUST HAVE
PRIOR APPROVAL BY COE AND OTHER APPLICABLE STATE, FEDERAL, AND LOCAL
AGENCIES; OTHERWISE APPROVAL MUST BE GRANTED BY THE LOCAL AUTHORITIES.
WASTE AND BORROW AREAS OFF -SITE MUST BE PROTECTED BY SEDIMENT CONTROL
MEASURES AND STABILIZED.
22. SITES WHERE INFILTRATION DEVICES ARE USED FOR THE CONTROL OF STORMWATER,
EXTREME CARE MUST BE TAKEN TO PREVENT RUNOFF FROM UNSTABILIZED AREAS
FROM ENTERING THE STRUCTURE DURING CONSTRUCTION. SEDIMENT CONTROL DEVICES
PLACED IN INFILTRATION AREAS MUST HAVE BOTTOM ELEVATIONS AT LEAST TWO (2)
FEET HIGHER THAN THE FINISH GRADE BOTTOM ELEVATION OF THE INFILTRATION
PRACTICE. WHEN CONVERTING A SEDIMENT TRAP AND BASIN TO AN INFILTRATION
DEVICE, ACCUMULATED SEDIMENT MUST BE REMOVED AND DISPOSED OF PRIOR TO
FINAL GRADING OF INFILTRATION DEVICE.
23. WHEN A STORM DRAIN SYSTEM OUTFALL IS DIRECTED TO A TRAP OR BASIN AND THE
SYSTEM IS TO BE USED FOR TEMPORARILY CONVEYING SEDIMENT LADEN WATER, ALL
STORM DRAIN INLETS IN NON -SUMP AREAS SHALL HAVE TEMPORARY ASPHALT BERMS
CONSTRUCTED AT THE TIME OF BASE PAVING TO DIRECT GUTTER Fl_OW INTO THE
INLETS TO AVOID SURCHARGING AND OVERFLOW OF INLETS IN SUMP AREAS.
24. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL
BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION DEVICES OR STRUCTURES. IN ANY EVENT, PERIMETER
DIKES, SWALES, DITCHES, 3:1 SLOPES AND HIGH QUALITY WATER ZONES SHALL WITHIN
SEVEN (7) CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
25. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION FOR ALL DISTURBED AREAS WITH SLOPES 3:1 OR
FLATTER MUST BE INITIATED WITHIN FOURTEEN (14) WORKING DAYS OR NINETY (90)
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
26. SITE INFORMATION:
A.TOTAL AREA OF FACILITY (BASE, CAMPUS, PARK, ETC.) 12,160 ACRES
B.TOTAL AREA OF PROJECT SITE 29.93 ACRES
C.AREA DISTURBED 28.37 ACRES
D.AREA TO BE ROOFED OR PAVED 5.90 ACRES
E.TOTAL CUT ------ N/A __CUBIC YARDS
F.TOTAL FILL _�__N/A____CUBIC YARDS
G.OFF-SITE BORROW AREA LOCATION: LAMONT BORROW PIT.
27. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, AND STREAMS. NO PAINT OR LIQUID WASTES IN STORM DRAINS
OR STREAMS.
28, LAND QUALITY EROSION CONTROL PERMIT AND DWQ NCGO01 PERMIT ARE TWO VERY
SEPARATE PERMITS WITH SPECIFIC REQUIREMENTS FOR EACH. THESE ARE TWO
SEPARATE SETS OF RECORDS TO BE MAINTAINED AT THE CONTRACTOR'S OFFICE
SUBJECT TO PERIODIC INSPECTIONS.
29, PLEASE NOTATE ON THE PLAN DRAWINGS THE RESPONSIBLE PARTY FOR CONTINUING
TO MAINTAIN THE ON -SITE GAUGE AND DATA AND STORMWATER INSPECTION LOG
SHEETS IN THE CONTRACT SPECIFICATIONS AND ON THE DRAWINGS. THIS NCDWQ
PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL NCDENR LAND
QUALITY HAS CLOSED THE PROJECT, WHICH COULD TAKE UP TO A YEAR AFTER
COMPLETED CONSTRUCTION.
30. CONSTRUCTION, MAINTENANCE AND REMOVAL OF EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE CONTRACTOR. EROSION CONTROL DEVICES SHALL CONFORM
TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT, HEALTH AND NATURAL RESOURCES, LAND QUALITY SECTION, EROSION
AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL.
31. GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS IS A VIOLATION
OF THE STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
PROJECT DESCRIPTION
THIS PROJECT IS FOR CONSTRUCTION OF AN ACCESS CONTROL POINT LOCATED ON
CHICKEN ROAD AT THE SOUTH END OF FORT BRAGG. THE FACILITY ALSO INCLUDES ADDING
TWO BUILDINGS, TWO CANOPY'S, SIDEWALKS, STORM DRAINAGE IMPROVEMENTS, DRAINAGE
SWALES, UTILITIES, ETC.
SITE DESCRIPTION
THE EXISTING SITE IS SPARSELY WOODED WITH AN ASPHALT ROAD RUNNING ALONG THE
NORTH SIDE. SOILS FOUND ON SITE RANGE FROM SANDS TO CLAYS.
THE TOTAL AMOUNT OF LAND DISTURBANCE FOR THE PROJECT IS APPROXIMATELY 28.37
ACRES. THIS AREA IS DISTURBED FOR THE CONSTRUCTION OF THE FACILITY AND
ASSOCIATED STAGING AREAS. THE LIMITS OF DISTURBANCE ARE SHOWN ON THE ATTACHED
PLANS.
PRIMARY ACCESS TO THE SITE WILL BE FROM CHICKEN ROAD TO THE EAST AND WEST OF
THE PROJECT SITE.
TEMPORARY SILT FENCE AND DIVERSION DITCHES SHALL BE PLACED TO PROTECT
UNDISTURBED AREAS DOWNSTREAM OF THE PROJECT AREA.
DEMOLITION NOTES
1. UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL
BE PROTECTED FROM DAMAGE AND ACCESS CASTINGS ADJUSTED TO FLUSH WITH NEW
GRADE.
2. WATER, SANITARY, ELECTRICAL, AND GAS UTILITY SERVICES TO BE REMOVED SHALL BE
REMOVED AND/OR RELOCATED (AS INDICATED) BY THE UTILITY PROVIDER.
CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS WORK WITH THE APPROPRIATE
SERVICE PROVIDER. SERVICES SHOULD BE INSTALLED PRIOR TO THE INSTALLATION
OF PAVEMENT, SIDEWALKS, CURB AND GUTTER, OR OTHER PERMANENT FEATURES.
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
NCGS 113A-54.1
15A NCAC 04B .0131 SELF -INSPECTIONS
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1(E), THE FOLLOWING
APPLY:
1. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF
THE SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES,
PRACTICES AND DEVICES, AS CALLED FOR IN A CONSTRUCTION SEQUENCE
CONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN, INCLUDING BUT NOT LIMITED TO SEDIMENTATION CONTROL BASINS,
SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY
DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT
FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM
DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION METHODS
OF OPEN CHANNELS, HAVE INITIALLY BEEN INSTALLED AND DO NOT
SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE)
FROM THE LOCATIONS, DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON
THE APPROVED EROSION AND SEDIMENTATION PLAN. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING
EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING
AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THIS DOCUMENTATION IS REQUIRED ONLY
UPON THE INITIAL INSTALLATION OF THE EROSION AND SEDIMENTATION
CONTROL MEASURES, PRACTICES AND DEVICES AS SET FORTH BY THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR IF THE
MEASURES, PRACTICES AND DEVICES ARE MODIFIED AFTER INITIAL
INSTALLATION;
B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES
AND FILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OF
THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING
AND SIGNING AN INSPECTION REPORT;
C. THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT
THE INSTALLATION OF THE GROUND COVER DOES NOT SIGNIFICANTLY
DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE) FROM THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A
COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;
D. THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND
PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES,
PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATION
SHALL BE ACCOMPLISHED BY COMPLETING, DATING AND SIGNING AN
INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING
FORM MAY BE USED TO VERIFY THE MAINTENANCE AND REPAIR
REQUIREMENTS); AND
E. ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED TO
CORRECT THE DE',IATION AND COMPLETION OF THE CORRECTIVE ACTIONS.
SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING A COPY O� THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION
REPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR
RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURE THAT
PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
2. THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALL
INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND
SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATE
OF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY
ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR
ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN
SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS
SHALL ALSO BE MADE AVAILABLE ON THE SITE.
3. THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE
FOLLOWING PHASES OF A PLAN:
A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES;
B. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT
REQUIRES PROVISION OF TEMPORARY OR PERMANENT GROUND COVER
PURSUANT TO G.S. 113A-57(2);
D. COMPLETION OF STORM DRAINAGE FACILITIES;
E. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
F. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION OR UNTIL THE FINANCIALLY
RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE
TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL
PLAN HAS BEEN APPROVED AND THE AGENCY THAT APPROVED THE PLAN
HAS BEEN NOTIFIED. IF THE FINANCIALLY RESPONSIBLE PARTY HAS
CONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICH
THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED,
THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND
DOCUMENT INSPECTIONS QUARTERLY UNTIL THE ESTABLISHMENT OF
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
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PLATE
REFERENCE
NUMBER
C-0LOF
SHEET 014147

1
2 I 3
2
5
PAVING/CURBING NOTES
1. WHERE NEW CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A
TRANSITION OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS,
WIDTHS, AND SHAPES.
2. SLOPE OF ASPHALT AT HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL
NOT EXCEED 2% IN ANY DIRECTION.
GENERAL UTILITY NOTES
� 1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS SET FORTH
BY NCDENR STANDARDS AND SPECIFICATIONS.
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2. CONTRACTOR SHALL COMPLY WITH EROSION CONTROL REQUIREMENTS, INCLUDING
NOTE #19 ON SHEET C-001.
3. CONTRACTOR SHALL COORDINATE UTILITY SERVICES WITH THE BUILDING MECHANICAL
PLANS. UTILITY CONTRACTORS SHALL BE RESPONSIBLE FOR INSTALLING SERVICES TO
WITHIN 5 FEET OF THE BUILDING CONNECTION POINT.
4. TRAFFIC CONTROLS FOR UTILITY WORK WITHIN THE ROADWAY SHALL BE IN
COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
WATER NOTES
1. UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED
PRIOR TO STRUCTURAL CONSTRUCTION OF THE BUILDING(S) WHICH THEY SERVE.
2. WHERE WATERLINE CROSSES UNDERNEATH STORM DRAINAGE LINE, CONTRACTOR
SHALL PROVIDE A MINIMUM 18" VERTICAL CLEARANCE BETWEEN PIPES.
STORM DRAINAGE NOTES
1. THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS SHOWN, INCLUDING
THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND
UTILITIES CROSSING THE STORM SEWER.
2. THE CONTRACTOR SHALL STAKE CURB INLET STRUCTURES SUCH THAT INLET TOPS
ALIGN HORIZONTALLY WITH NEW CURB LOCATIONS. WHERE NEW STORM SEWERS TIE
TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD ADJUST NEW
STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
GENERAL GRADING NOTES
1. ISOLATED AREAS OF VERY LOOSE/SOFT FILL MATERIALS MAY BE PRESENT ACROSS
THE SITE AS INDICATED BY THE GEOTECHNICAL ENGINEER AT BORINGS B-1
THROUGH B-8. ALL EXISTING FILL MATERIAL UNDER THE CANOPIES, THE GATEHOUSE,
AND THE SEARCH OFFICE SHALL BE UNDERCUT TO A DEPTH OF THREE (3) FEET
FROM EXISTING GROUND. THE UNDERLYING SOILS BELOW THIS EXCAVATION SHALL BE
DENSIFIED. THE DENSIFICATION SHALL BE PERFORMED USING A COMBINATION OF
B STATIC (NON -VIBRATORY) AND VIBRATORY ROLLING TECHNIQUES USING A
RUBBER -TIRED COMPACTOR WITH A MINIMUM WEIGHT OF 12 TO 15 TONS, OR
APPROVED SUBSTITUTE.
SEEDING SCHEDULE
FORT BRAGG SEEDING SPECIFICATION:
1. APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL ANALYSIS
OF SOILS AT THE JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS, APPLY SOIL
AMENDMENTS AT THE RATES INDICATED IN STEPS 2 AND 3.
2. AREA SHALL BE TILLED TO 4" DEPTH.
3. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER ACRE.
4. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20
POUNDS PER 1000 SQUARE FEET. THE FERTILIZER SHALL BE EITHER SLOW TIME
RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF PLANTING AND THE
SECOND HALF AFTER PERMANENT SEED GERMINATES.
5. THE LIME AND FERTILIZER SHALL BE WORKED INTO THE TOP 2 TO 4 INCHES OF
SOIL PRIOR TO SEEDING.
6. SEED MIX AND RATE:
A. PERMANENT SEEDING
A "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
50 POUNDS PER ACRE WINTER WHEAT TRITICUM SPELTA . NO RYE GRASS.
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON D CTYLON}, HULLED
25 POUNDS PER ACRE COMMON BERMUDA CYNODON DACTYLON , UNHULLED
SEEDING:
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR
FOX TAIL MILLET BRACHARIA RAMOSUM
50 POUNDS PER ACRE COMMON BERMUDA �CYNODON DACTYLON), HULLED
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iv., ,,, a B.TEMPORARY SEEDING
C } of "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28 120 POUNDS PER
ACRE WINTER WHEAT (TRITICUM SPELTA)
M M !4
SEEDING SCHEDULE (CONJ.
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA),
OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
C. STRAW MULCH: 4,000 POUNDS PER ACRE. THE GROUND SHALL BE COMPLETELY
COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED WITH
EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE HEAVY
ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
D. HYDROSEEDING: HYDROSEEDING SHALL ONLY BE ALLOWABLE ON SLOPES STEEPER
THAN 1 HORIZONTAL TO 1 VERTICAL. STEPS 1 THROUGH 5 MUST BE COMPLETED
PRIOR TO HYDROSEEDING. HYDROSEEDING SHALL BE APPLIED IN TWO APPLICATIONS.
THE FIRST APPLICATION SHALL CONSIST OF 1/3 OF THE MULCH AND 2/3 OF THE
SEED AND THE SECOND APPLICATION SHALL CONSIST OF 2/3 OF THE MULCH AND
1/3 OF THE SEED. THE MULCH SHALL INCLUDE A TACKIFIER AND SHALL BE APPLIED
AT A RATE OF 2,000 POUNDS PER ACRE OR THE MANUFACTURER'S
RECOMMENDATION, WHICHEVER IS HIGHER.
7. EXEMPTIONS: SPECIAL USE AREAS, SUCH AS AIRFIELDS, HELIPADS, GENERAL OFFICER
QUARTERS AND THE HISTORIC DISTRICT. CONTACT THE FORT BRAGG WATER
MANAGEMENT BRANCH (WMB) AT 910-396-2301 /2823/2897 WHEN SEEDING THESE
AREAS.
8. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER
MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC MR. JACK
WILSON AT 396-2301/2823/2897, EXTENSION 224.
9. NOTE:
G.S. 113A-57 NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE SHALL BE
UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE FOLLOWING MANDATORY
REQUIREMENTS:
(1) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED
SHALL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ALL PERIMETER
DIKES, DITCHES, SWALES, PERIMETER SLOPES, OR SLOPES GREATER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE, BUT IN ANY EVENT
WITHIN 7 CALENDAR DAYS.
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERMITER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QAULITY WATER
NONE
HQW ZONES
7 DAYS
SLOPES STEEPER
IF SLOPES ARE 10 OR
THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER THAN
FLATTER
50 FEET IN LENGHT
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND
SLOPES FLATTER THAN
HQW ZONES)
4:1
10. MAINTENACE DURING ESTABLISHMENT PERIOD:
MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING EMBANKMENTS
AND DITCHES FROM SURFACE EROSION; MAINTAINING EROSION CONTROL MATERIALS
AND MULCH; PROTECTING INSTALLED AREAS FROM TRAFFIC; MOWING; WATERING; AND
POST --FERTILIZATION.
A. MOWING:
(1) TURF AREAS: TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH HEIGHT WHEN
THE TURF IS A MAXIMUM 4 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN
THE AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND SURFACE.
(2) EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE MOWED TO A
MINIMUM 4 INCH HEIGHT WHEN THE PLANTS ARE A MAXIMUM 8 INCHES HIGH.
CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM
REACHING THE GROUND SURFACE.
B. POST -FERTILIZATION:
AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN THE DATES OF
APRIL 15 AND OCTOBER 15, APPLY 425 POUNDS OF FERTILIZER PER ACRE.
C. REPAIR OR REINSTALL:
UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE REPAIRED OR
REINSTALLED, AND ERODED AREAS SHALL BE REPAIRED UNTIL A SATISFACTORY STAND
OF GRASS RESULTS.
AASHTO
AMERICAN ASSOCIATION OF STATE HIGHWAY
CB
CATCH BASIN
AND TRANSPORTATION OFFICIALS
C&D
CONSTRUCTION AND
ABC
AGGREGATE BASE COURSE
DEMOLITION
AC
ACRE
CC
CENTER TO CENTER
ACOE
ARMY CORPS OF ENGINEERS
CE
CONSTRUCTION ENTRANCE
ACP
ACCESS CONTROL POINT
CF
CUBIC FEET
APPROX
APPROXIMATE
C&G
CURB AND GUTTER
ASTM
AMERICAN SOCIETY FOR
CL
CENTERLINE
TESTING AND MATERIALS
CLF
CHAIN LINK FENCE
AVG
AVERAGE
CM
CENTIMETER
BC
BACK OF CURB
CMP
CORRUGATED METAL PIPE
BFP
BACKFLOW PREVENTER
CO
CLEANOUT
BLDG
BUILDING
COE
CORPS OF ENGINEERS
BMP
BEST MANAGEMENT PRACTICE
COMM
COMMUNICATION
BM
BENCH MARK
CONC
CONCRETE
CU
CUBIC
CIVIL ABBREVIATIONS
DI
DROP INLET/DUCTILE IRON
DIA
DIAMETER
DIM
DIMENSION
DPW
DEPARTMENT OF PUBLIC WORKS
DRMO
DEFENSE REUTILIZATION MARKETING OFFICE
E
EAST
ELEC
ELECTRIC
EL/ELEV
ELEVATION
ESD
ENVIRONMENTAL SUSTAINMENT DIVISION
FDC
FIRE DEPARTMENT CONNECTION
FES
FLARED END SECTION
FFE
FINISH FLOOR ELEVATION
FH
FIRE HYDRANT
FL
FLOW LINE
FT
FEET
FTG
FOOTING
G
GAS
GALV
GALVANIZED
GOV
GOVERNMENT
GPM
GALLONS PER MINUTE
IN
INCHES
NV
INVERT
LB
POUND
LCID
LAND CLEARING AND INERT DEBRIS
LF
LINEAR FEET
LP
LIGHT POLE
MAX
MAXIMUM
MG
MATCH GRADE/MILLIGRAM
MH
MANHOLE
MIN
MINIMUM
MSW
MUNICIPAL SOLID WASTE
MUTCD
MANUAL ON UNIFORM
TRAFFICCONTROL DEVICES
N
ORTH
N/A
NOT APPLICABLE
NAD
NORTH AMERICA DATUM
NAVD
NORTH AMERICA VERTICAL DATUM
NCESCPDM
NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NCESCPDM
NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
NE
NORTH EAST
NEC
NETWORK ENTERPRISE CENTER
NIC
NOT IN CONTRACT
NO./#
NUMBER
NW
NORTHWEST
OC
ON CENTER
OD
OUTSIDE DIAMETER
ONUS
OLD NORTH UTILITY SERVICES
OZ
OUNCES
PIV
POST INDICATOR VALVE
POV
PRIVATELY OWNED VEHICLE
PP
POWER POLE
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE
PWBC
PUBLIC WORKS BUSINESS CENTER
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
RCW
RED COCKADED WOODPECKER
RD
ROOF DRAIN/ROAD
REQ'D
REQUIRED
S
SOUTH
SAN
SANITARY
SD
STORM DRAIN
SEC
SECONDS
SE
SOUTHEAST
SF
SILT FENCE
SMH
SANITARY MANHOLE
SOF
SPECIAL OPERATIONS FORCE
SQ
SQUARE
SQFT
SQUARE FEET
SS
SANITARY SEWER
ST
SEDIMENT TRAP/STREET
STA
STATION
STD
STANDARD
SUS
SANDHILLS UTILITY SERVICES
SW
SOUTHWEST
SY
SQUARE YARD
TBM
TEMPORARY BENCHMARK
TC
TOP OF CURB
TCJ
TRANSVERSE CONTRACTION JOINT
TE
THICKENED EDGE
TEL PED
TELEPHONE PEDESTAL
TMH
TELEPHONE MANHOLE
TP
TREE PROTECTION
TYP
TYPICAL
USACE
UNITED STATES ARMY CORPS OF ENGINEERS
UT
UNDERGROUND TELECOMMUNICATION
W
WEST/WATER
W/
WITH
WDF
WOODEN FENCE
WMB
WATER MANAGEMENT BRANCH
WTS
WASTE TRANSFER STATION
WV
WATER VALVE
WWF
WELDED WIRE FABRIC
®
AT
%
PERCENT
&
AND
CIVIL LEGEND
EXISTING NEW
0
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BUILDING
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
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CONCRETE SIDEWALK
AGGREGATE/STONE
WETLANDS
RCW CLUSTER CONSTRUCTION RESTRICTION AREA
SPOT ELEVATIONS
MATCH GRADE
CONTOUR
TREELINE
CONCRETE CURB
CONCRETE CURB AND GUTTER
MODIFIED CURB AND GUTTER
WATER LINE
GATE VALVE
FIRE HYDRANT
BACKFLOW PREVENTER
WATER METER
STORM DRAIN
DROP INLET/CATCH BASIN
STORM MANHOLE
FLARED -END SECTION (F.E.S.)
GRASS SWALE
SANITARY SEWER
PUMP STATION
SANITARY CLEANOUT
ELECTRIC LINE
COMMUNICATION LINE
GAS LINE
LIGHTPOLE
UTILITY POLE
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TREE
BOLLARD
ACP PASSIVE BARRIER
FENCE
ACP PASSIVE BARRIER/FENCE
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UNDERGROUND
TELECOMMUNICATIONS
LINE
TELECOMMUNICATION HAND HOLE
LIMITS OF DISTURBANCE
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TREE DEMOLITION
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CONNECT TO EXISTING
UNKNOWN U/G UTILITY
SAWCUT
ACTIVE VEHICLE BARRIER
UNDERGROUND ELECTRIC
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COMMUNICATIONS JUNCTION BOX
CONDUIT
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C-002
SHEET 015 OF 147

1
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PLATE
REFERENCE
NUMBER
C-003
SHEET 016 OF 147

2
3
4
5
#) DEMOLITION NOTES
0
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ALUMINUM STRAPS
SUSPENDING INLET
NOTES:
1. SKIMMER SIZED TO
DEWATER BASIN IN
1-3 DAYS.
SCHEDULE 40
COUPLING TO
RISER
SKIMMER
NOT TO SCALE
-� 2¢
CHICKEN R&AD
2s�?
ORIFICE OPENING
INSIDE HORIZONTAL
TUBE
WATER ENTRY UNIT
WITH TRASH SCREEN
PVC FLOAT
� HEAD ON CENTER OF
INLET AND ORIFICE
INLET EXTENSION
SCHEDULE 40 SOLID PVC
BARREL
HOSE, SS CLAMPS, THREADED MALE
NIPPLE AND OUTLET END
BASIN NUMBER
SKIMMER SIZE IN
ORIFICE DIAMETER IN
1
3.0
1 2.8
NOTE: SEE SEDIMENT BASIN DETAIL (A1/CD502) FOR
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE
0
ca
0
Fqc/C T�s
LIMITS OF DISTURBANCE
MATCHLINE - SEE SHEET CD106
LIMITS OF DISTURBANCE
.1 �
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1 SAW CUT ASPHALT/CONCRETE
2 REMOVE FENCE, GATE, AND POST FOUNDATIONS. GATES SHALL
BE SALVAGED AND REMAIN GOVERNMENT PROPERTY. DELIVER
AND STACK GATES AT A LOCATION WITHIN 10 MILES OF THE
PROJECT SITE AS DIRECTED BY THE CONTRACTING OFFICER.
3 REMOVE ASPHALT/CONCRETE
4 REMOVE TREES
5 REMOVE SIGN
6 RELOCATE UNDERGROUND ELECTRIC/COMMUNICATION
LINE/SIGNS (BY OTHERS)
7 REMOVE LIGHT POLE/POWER POLE (BY SUS)
8 RELOCATE SIGN. SEE CONTRUCTION NOTE 8 ON SHEET CI101
FOR NEW LOCATION.
GENERAL NOTES
1, EXISTING VEGETATION LOCATED WITHIN THE INDICATED
LIMITS OF DISTURBANCE SHALL BE REMOVED.
2. ALTERNATE LOCATIONS FOR THE SOIL STOCKPILE AREA,
STAGING AREA, AND CONSTRUCTION TRAILER MUST BE
APPROVED BY ACOE PRIOR TO MOBILIZATION.
3. NO EQUIPMENT IS ALLOWED IN THE
WETLANDS.
4. CLEARING SHALL BE BY HAND WITHIN THE WETLANDS.
5. NO ADDITIONAL CLEARING OR DISPOSAL OF MATERIAL IS
PERMITTED WITHIN THE WETLANDS.
EROSION AND SEDIMENT CONTROL
SHALL BE STRICTLY ENFORCED.
SEQUENCE OF CONSTRUCTION ACTIVITIES
1. NOTIFY ACOE AND NCDENR OF INTENT TO BEGIN.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. HOLD PRE -CONSTRUCTION MEETING.
4. INSTALL CONSTRUCTION ENTRANCES.
5. CONSTRUCT SEDIMENT BASIN.
6. INSTALL TEMPORARY DIVERSION CHANNELS, TEMPORARY
SLOPE DRAINS, RIP RAP DISSAPATOR PADS PERIMETER SILT
FENCE, SILT FENCE OUTLETS, ROCK PIPE &ET PROTECTION,
AND TREE PROTECTION FENCING.
7. INSTALL INLET PROTECTION AT STORM STRUCTURES.
8. REMOVE AND STOCKPILE TOP SOIL.
9. BEGIN GRADING OPERATIONS.
10. INSPECT AND MAINTAIN EROSION CONTROL MEASURES AND
DOCUMENT WITH INSPECTION REPORTS.
11. PLACE TEMPORARY SEEDING ON DISTURBED AREAS.
12. INSTALL PERMANENT GRASS FOR ALL AREAS AT FINAL GRADE
AND IN SEASON. FERTILIZE, WATER AND RESEED TO
ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
13. AFTER COMPLETION OF CONSTRUCTION, PERMANENT
STABILIZATION OF THE SITE AND UPON USACE/DENR
APPROVAL
(A) REMOVE ACCUMULATED SEDIMENT FROM
SEDIMENT TRAPPING MEASURES AND
(B) REMOVE TEMPORARY EROSION CONTROL
MEASURES.
(C) CONVERT SEDIMENT BASIN TO WET POND.
LEGEND
y ° TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
SF SF-- TEMPORARY SEDIMENT (SILT) FENCE
—TD —10- TEMPORARY DIVERSION DITCH
TSD TEMPORARY SLOPE DRAIN
• LIMITS OF DISTURBANCE
—TP - - - T P — TREE PROTECTION
GRAVEL CHECK DAM
CHANNEL 1A
SHAPE= TRAPEZOIDAL o SEDIMENT BASIN
MIN. DEPTH (FT)= 1.5
BOTTOM WIDTH (FT)= 1.0 i CENTERLINE OF DITCH
SIDE SLOPES (X:1)= 3.0
SLOPE (%)= 1.5
LINING= JUTE NET
7 DAY GROUND COVER REQUIRED GRAPHIC SCALE
0 30' 60'
SCALE*1"=30'
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NUMBER
CD101
SHEET 018 OF 147

1 1 2 1 3 1 4
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PLAN
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SECTION A -A
E
FRONT ELEVATION
END SECTION DIMENSIONS
DIA.
A
B
C
-
D
E
15"
6"
2'-3"
1'-9"
41-0"
2,-6"
24"
9 1 /2"
3'-7"
2'-6"
6'--1 "
4'-0"
FLARED END SECTION (FES
NOT TO SCALE
i
i
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NOTE:
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SEE SHEET C1106
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y
I
STORM STRUCTURES
NCDOT STD. 840.02 C-1 NCDOT STD, FLARED END
N 484981.75 SECTION
E 1984988.37 N 484975.03
RIM=247J5 E 1984732.75
INV. OUT=243.31(S) INV. OUT=249.20(E)
A-8 NCDOT STD. 840.02
N 484903.87
E 1984984.59
RIM=248.03
INV. IN=242.74(N) INV
OUT=242.74(E)
C-2 NCDOT STD. FLARED END
SECTION
N 484975.23
E 1984767.36
INV. OUT=249.00(W)
GENERAL NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS COORESPOND TO
NCDOT "TOP ELEVATION" AS SHOWN IN NCDOT ROADWAY
STANDARD DRAWINGS.
2. SEE COMPLETE LOGS OF SOIL BORINGS ON SHEET B-001
AND FULL REPORT IN PROJECT MANUAL APPENDIX.
PIPE TABLE
PIPE #
MATERIAL
SIZE (IN)
LENGTH(FT)
SLOPE
A-1
RCP
24
115
0.72%
A-2
RCP
15
84
0.50%
A-3
RCP
24
190
0.74%
A-5
RCP
24
72
0.47%
A-6
RCP
24
177
0.73%
A-7
RCP
15
240
0.73%
A-8
RCP
15
179
0.76%
A-9
RCP
15
105
0.73%
A-10
RCP
15
225
0.73%
A-11
RCP
15
78
0.73%
B-1
RCP
24
48
0,32%
B-2
RCP
15
164
0.88%
B--3
RCP
15
145
0.85%
B---4
RCP
15
248
0.85%
B-5
RCP
15
71
1.16%
B-6
RCP
15
156
0.85%
B-7
RCP
24
154
0.30%
B-8
RCP
15
116
0.61%
B-9
RCP
24
227
0.30%
B-10
RCP
15
78
0.31 %
B-11
RCP
15
201
0.30%
B-12
RCP
15
78
0.81%
B-13
RCP
15
202
0.30%
B-14
CLASS V RCP
15
78
0.30%
C-1
RCP
15
159
0.30%
C-2
RCP
15
35
0.57%
GRAPHIC SCALE
0 30' 60'
SCALE:1''=30'
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REFERENCE
NUMBER
CG101
SHEET 029 OF 147

2
3
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9 A 7
TC246.62
FL246.12
. TC.245.62 _
1M,
STORM STRUCTURES
(ED NCDOT STD, 840.02
N 484856.82
E 1985625.20
RIM=243.93
INV. IN=238.02(W)
INV. OUT=238.02(N)
(ED NCDOT STD. 840.02
N 484891.23
E 1985387.74
RIM=245.16
INV. IN=239.78(W)
INV. OUT=239.78(E)
(K2)NCDOT STD. 840.02
N 484908.78
E 1985209.80
RIM=246.10
INV. IN=241.09(W)
INV. IN=241.09(N)
INV. OUT=241.09(E)
NCDOT STD. 840.02
N 485009.37
E 1985181.14
RIM=246.32
INV. OUT=241.88(S)
B-6 NCDOT STD. 840.02
N 485122.25
E 1985344.63
RIM=245.17
INV. OUT=240.73(NE)
GENERAL NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS CORRESPOND TO
NCDOT "TOP ELEVATION" AS SHOWN IN NCDOT ROADWAY
STANDARD DRAWINGS.
2. SEE COMPLETE LOGS OF SOIL BORINGS ON SHEET B--001
AND FULL REPORT IN PROJECT MANUAL APPENDIX.
I PIPE TABLE
PIPE #
MATERIAL
SIZE (IN)
LENGTH(FT)
SLOPE
A-1
RCP
24
115
0.72%
A-2
RCP
15
84
0.50%
A-3
RCP
24
190
0.74%
A-5
RCP
24
72
0.47%
A-6
RCP
24
177
0.73%
A-7
RCP
15
240
0.73%
A-8
RCP
15
179
0.76%
A-9
RCP
15
105
0.73%
A-10
RCP
15
225
0.73%
A-11
RCP
15
78
0.73%
B-1
RCP
24
48
0.32%
B-2
RCP
15
164
0.88%
B-3
RCP
15
145
0.85%
B-4
RCP
15
248
0.85%
B-5
RCP
15
71
1.16%
B-6
RCP
15
156
0.85%
B-7
RCP
24
154
0.30%
B-8
RCP
15
116
0.61 %
B-9
RCP
24
227
0.30%
B-10
RCP
15
78
0.31 %
B-11
RCP
15
201
0.30%
B-12
RCP
15
78
0.81 %
B-13
RCP
15
202
0.30%
B-14
CLASS V RCP
15
78
0.30%
C-1
RCP
15
159
0.30%
C-2
RCP
15
35
0.57%
GRAPHIC SCALE
0 30' 60'
SCALE*1"=30'
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NUMBER
CG 102
SHEET 030 OF 147
SSDGNSPECSS
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STORM STRUCTURE
Z6 �.
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243�
242
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w
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A-1 NCDOT STD. FLARED END
SECTION
N 485114.68
E 1985921.21
INV. OUT=234.50(SW)
(ED
NCDOT STD, 840.02
N 485045.97
E 1985829.40
RIM=244.75
INV. IN=235.33(W)
INV. IN=238.36(SE)
INV. OUT=235.33(NE)
A-3
NCDOT STD. 840.02
N 484970.30
E 1985864.70
RIM=242.60
INV. OUT=238.78(NW)
(ED
NCDOT STD. 840.02
N 485033.27
E 1985640.25
RIM=243.71
INV, IN=236.73(S)
INV. IN=236.73(W)
INV. OUT=236.73(E)
NCDOT STD. 840.02
N 485033.09
E 1985636.17
RIM=243.64
INV. IN = 239.20 (W)
INV. OUT=239.20(E)
NCDOT STD. 840.02
N 485025,70
E 1985564,86
RIM=243.88
INV. OUT=239.44(E)
(ED
NCDOT STD. 840.02
N 485354.34
E 1985840.54
RIM=244.93
INV. IN=236.09(W)
INV. OUT=236.09(SE)
B-4
NCDOT STD. 840.02
N 485303.76
E 1985705.16
RIM=245.65
INV. IN=237.31 (SW)
INV. OUT= 237.31 (E)
B-5
NCDOT STD. 840.02
N 485195.27
E 1985482.22
RIM=244.38
INV. IN=239.41(SW)
INV. IN=239.41(SE)
INV. OUT=239.41(NE)
C5
NCDOT STD. 840.14
N 485134.27
E 1985519.21
RIM=244.68
INV. OUT=240.24(NW)
B-7
NCDOT STD, 840.02
N 485284.72
E 1986043.42
RIM=244.31
INV, IN=235.1 1 (NE)
INV. IN=239.29(NW)
INV. OUT=235.11(SW)
NCDOT STD. 840,02
N 485389.80
E 1985993.63
RIM=244.44
INV. OUT--240.00(SE)
B-1 NCDOT STD. FLARED END
R-i NCDOT STD, 840.02
SECTION
N 485162.68
N
485169.83
E 1985931.35
E
1986121.61
INV. OUT=234.50(NW)
RIM=236.75
INV. OUT=234.50(SE)
(ED NCDOT STD. 840.02
0-1 NCDOT STD. FLARED END
N 485206.21
SECTION
E 1985910.72
N
485043.32
RIM=244.88
E
1986218.39
INV. IN=234.65(NE)
RIM=237.10
INV. IN=234.65(NW)
INV. OUT=234.02(NW)
INV. OUT=234.65(SE)
GENERAL NOTES
1.
NORTHINGS AND EASTINGS FOR
CATCH
BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS COORESPOND TO
NCDOT "TOP ELEVATION" AS SHOWN
IN
NCDOT ROADWAY
STANDARD DRAWINGS.
2.
SEE COMPLETE LOGS
OF SOIL
BORINGS
ON SHEET B-001
AND FULL REPORT IN
PROJECT
MANUAL
APPENDIX.
PIPE TABLE
PIPE # MATERIAL
SIZE (IN)
LENGTH(FT) SLOPE
A-1
RCP
24
115
0.72%
A-2
RCP
15
84
0.50%
A-3
RCP
24
190
0.74%
A-5
RCP
24
72
0.47%
A-6
RCP
24
177
0.73%
A-7
RCP
15
240
0.73%
A-8
RCP
15
179
0.76%
A-9
RCP
15
105
0.73%
A-10
RCP
15
225
0.73%
A-11
RCP
15
78
0.73%
B-1
RCP
24
48
0.32%
B-2
RCP
15
164
0.88%
B-3
RCP
15
145
0.85%
B-4
RCP
15
248
0.85%
B-5
RCP
15
71
1.16%
B-6
RCP
15
156
0.85%
B-7
RCP
24
154
0.30%
B-8
RCP
15
116
0.61 %
B-9
RCP
24
227
0.30%
B-10
RCP
15
78
0.31 %
B-11
RCP
15
201
0.30%
B-12
RCP
15
78
0.81 %
B-13
RCP
15
202
0.30%
B-14
CLASS V RCP
15
78
0.30%
C-1
RCP
15
159
0.30%
C-2
RCP
15
35
0.57%
GENERAL NOTES
ALL
ROOF LEADERS TO BE
6" PVC
UNLESS
OTHERWISE SPECIFIED.
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NUMBER
CG 103
SHEET 031 OF 147

2 3 4 5
STORM STRUCTURES
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N 485410.07
E 1986232.41
RIM=243.40
INV. IN=235.80(NE)
INV. IN=238.22(NW)
INV, OUT=235.80(SW)
NCDOT STD. 840.02
N 485462.29
E 1986174.47
RIM=242.90
INV. OUT=238.46(SE)
B-9 NCDOT STD. 840.02
N 485586.79
E 1986327.83
RIM=241.81
INV. IN=236.40(NE)
INV. OUT=237.22(NW)
INV. OUT=236.40(SW)
NCDOT STD. 840.02
N 485637.90
E 1986268.90
RIM=242.29
INV. IN=237.85(SE)
-10 NCDOT STD. 840.02
N 485686.26
E 1986503.65
RIM=240.47
INV. IN=237.01(NW)
INV. OUT=237.01(SW)
NCDOT STD. 840.02
N 485756.75
E 1986470.26
RIM=240.46
INV. OUT=237.24(SE)
GENERAL NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS COORESPOND TO
NCDOT "TOP ELEVATION" AS SHOWN IN NCDOT ROADWAY
STANDARD DRAWINGS.
2. SEE COMPLETE LOGS OF SOIL BORINGS ON SHEET B-001
AND FULL REPORT IN PROJECT MANUAL APPENDIX.
PIPE TABLE
PIPE # MATERIAL
A-1
RCP
A-2
RCP
A-3
RCP
A-5
RCP
A-6
RCP
A-7
RCP
A-8
RCP
A-9
RCP
A-10
RCP
A-11
RCP
B-1
RCP
B-2
RCP
B-3
RCP
B-4
RCP
B-5
RCP
B-6
RCP
B-7
RCP
B-8
RCP
B-9
RCP
B-10
RCP
B-11
RCP
B-12
RCP
B-13
RCP
B-14
CLASS V RCP
C-1
RCP
C-2
RCP
GRAPHIC SCALE
SIZE (IN)
24
15
24
24
24
15
15
15
15
15
24
15
15
15
15
15
24
15
24
15
15
15
15
15
15
15
0 30' 60'
SCALE-1"=30'
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115
0.72%
84
0.50%
190
0.74%
72
0.47%
177
0.73%
240
0.73%
179
0.76%
105
0.73%
225
0.73%
78
0.73%
48
0.32%
164
0.88%
145
0.85%
248
0.85%
71
1.16%
156
0.85%
154
0.30%
116
0.61%
227
0.30%
78
0.31 %
201
0.30%
78
0.81 %
202
0.30%
78
0.30%
159
0.30%
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NUMBER
CG 1 04
SHEET 03? OF 147

1
2 3 4
GENERAL NOTES
V
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SECTION A -A
FILTER BLANKET
NOTES:
A 1. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIPRAP AND SOIL FOUNDATION,
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OUTLET PROTECTION
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CONSTRUCTION SPECIFICATIONS:
1, ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY
FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE
RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA.
ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE
DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
S. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD
BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL
WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A
CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, ANI) 6.11,
PERMANENT SEEDING).
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES
HAVE BEEN DISLODGED, IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS COORESPOND
TO NCDOT "TOP ELEVATION" AS SHOWN IN NCDOT
ROADWAY STANDARD DRAWINGS.
2. SEE COMPLETE LOGS OF SOIL BORINGS ON SHEET
B-001 AND FULL REPORT IN PROJECT MANUAL
APPENDIX.
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NUMBER
CG105
SHEET 033 OF 147

2
4
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TEMPORARY POOL (ELEV. 235.75)
� PERMANENT POOL (ELEV. 234.5) RISER WEIR (ELEV. 235.75)
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TOP OF SEDIMENT STORAGE
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SEDIMENT CLEANOUT
BOTTOM ELEVATION (ELEV. 225.0)
NOTES:
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TOP OF SEDIMENT STORAGE J�
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SEDIMENT CLEANOUT
BOTTOM ELEVATION (ELEV. 224.0)
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1. BASIN IS USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION. CLEAN OUT IS REQUIRED PRIOR TO USE AS A
C WET DETENTION BASIN.
2. LINE THE ENTIRE WET DETENTION BASIN BOTTOM AND SIDE SLOPES, INCLUDING THE FOREBAYWITH A ONE FOOT THICK CLAY
LINER. THE CLAY LINER SHALL EXTEND FROM THE BOTTOM ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
PERMAMNENT POOL ELEVATION. THE CLAY LINER SHALL BE CONSTRUCTED AND COMPACTED SUCH THAT THE INFLITRATION RATE
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12" M
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A3
G501
NOTES:
1. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
2. APPLY 1 /2" THICK WRAP OF ASPHALTIC CEMENT AROUND DISCHARGE PIPE
6" BEYOND PLANNED SEEPAGE COLLAR ON BOTH SIDES.
3. APPLY ADDITIONAL ASPHALTIC CEMENT AT PIPE/SEEPAGE COLLAR
INTERFACE ON UPSTREAM FACES.
4. ASPHALTIC CEMENT TO MEET- OR EXCEED FEDERAL SPECIFICATION SS-153
TYPE 1: ASTM-D-2822-75 TYPE 1.
5. WHERE TOP OF BERM IS WITHIN HEIGHT OF ANTI -SEEPAGE COLLAR, STOP
ANTI -SEEPAGE COLLAR AT TOP OF BERM.
#4 REBAR ® 12" OC IN FRONT
& REAR FACE OF COLLAR.
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EL 235.03 (1-YEAR)
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NOTES:
1. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
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6" BEYOND PLANNED SEEPAGE COLLAR ON BOTH SIDES.
3. APPLY ADDITIONAL ASPHALTIC CEMENT AT PIPE/SEEPAGE COLLAR
INTERFACE ON UPSTREAM FACES.
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TYPE 1: ASTM-D-2822-75 TYPE 1.
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PLATE
REFERENCE
NUMBER
CG501
SHEET 034 OF 147

SSSYSTIMESS
t8USERNAME$S

1 2 3 4
ALL TREES TO HAVE
SPECIMEN FORM
p I WITH FULL, DENSE
CROWNS
C
2" X 2" WOOD STAKES
3" SHREDDED
HARDWOOD MULCH
COMPACTED
EARTH SAUCER
6" MIN. --
ROOT BALL
1'—O" MIN
TREE PLANTING DETAIL
NO SCALE
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8" MININ
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0 IVI 11 V 1 IV1 lJ IY1
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NO SCALE
EDGE OF PLANTING BED
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FINISHED EDGE OF PLANTING BED
GRADES PLANTING BED & LAWN
2" MULCH
MIN. DEPTH
PLANT
ED GRADE
A
COMPACTED
EARTH PREPARED SOIL MIXTURE
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TREES SIZE
QUANTITY
ITEM
COMMON NAME
HEIGHT
CALIPER
SP
COMMENTS
10
QM
QUERCUS MARILANDICA
BLACK JACK OAK
2-2 1 /2"
B&B
8
MG
MAGNOLIA GRANDIFLORA
UTTLE GFM MAGNOLIA
6'— 8'
B&B
29
PP
PINUS PALUSTRUS
ILONGLEAF PINE
618'
B&B
8
SA
SASSAFRAS ALBIDUM
SASSAFRAS
2-2 1 2'
SWM LITTORAL SHELF
858
CO
CEPHALANTHUS OCCIDENTALIS
BUSH
20" O.C.
QUART CON T .
596
JE
JUNCUS EFFUSUS
I COMMON RUSH
24" O.C.
QUART CONT.
596
LC
LOBELIA CARDINALIS
CARDINAL FLOWER
24" O.C.
QUART CONT.
TREE PLANTING GUIDANCE:
1. PLANT 75 3-GALLON CONTAINERIZED LONGLEAF PINE (PINUS PALUSTRIS) TREES ON 20 X 30 FOOT SPACING WITHIN THE DESIGNATED PLANTING AREA
RUBBER HOSE (SHOWN BELO". AREA A IS PRIORITY #1. RECOMMEND ALL 75 TREES BE PLANTED IN AREA A. IF THERE IS NOT ENOUGH SPACE, THEN PLANT
SECURED WITH #12 THE REMAINING TREES IN AREA B (PRIORITY #2). AVOID LINEAR TREE CONFIGURATION. MIMIC AGGREGATE CLIMPING OF 10 X 15 FOOT SPACING IN SOME
GAUGE PLIABLE SMALL PATCHES. ALL PLANTINGS IN AREA A AND AREA B MUST BE 10 FEET FROM ANY FENCE.
GALVANIZED WIRE 2, PLANTING SEASON IS FROM SEPTEMBER 1ST THROUGH DECEMBER 20TH.
3. CONTAINER -GROWN PLANTS SHOULD ALWAYS BE HANDLED BY THE CONTAINER AND NEVER BY THE TOP OF THE PLANT. IF PLANTS MUST BE HELD OR
STORED ON THE LANDSCAPE SITE, IT IS BEST TO PLACE THEM IN A LOCATION PROTECTED FROM THE WIND AND THE SUN. DO NOT LET THE ROOTS FREEZE
OR DRY OUT DURING THIS TIME. IF YOU ARE GOING TO USE A CONTRACT CREW TO PLANT THE LONGLEAF, MAKE SURE THEY ARE EXPERIENCED.
4. PROPER PLANTING PRACTICES MUST BE STRICTLY ENFORCED. A REPRESENTATIVE SHOULD BE ON SITE WITH THE PLANTING CREW TO ENSURE THAT
FINISHED GRADE THE OPERATION MEETS QUALITY STANDARDS.
5. ALL TREES AND SHRUBS SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSEY STOCK AS PUBLISHED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN. THEY SHALL BE NURSERY GROWN, BALLED AND BURLAPPED OR CONTAINER GROWN, UNLESS OTHERWISE SPECIFIED.
6. ALL PLANTS SHALL HAVE A GROWTH HABIT NORMAL FOR THE SPECIES AND VARIETY, AND SHALL BE HEALTHY VIGOROUS AND FREE OF INSECTS, DISEASE
AND MECHANICAL INJURY. THE FORT BRAGG PROJECT MANAGER AND/OR CORPS PROJECT MANAGER (RESIDENT ENVIRONMENTAL ENGINEER) RESERVES THE
RIGHT TO INSPECT PLANT MATERIAL AT ANY TIME PRIOR TO ACCEPTANCE, AND TO REJECT ANY PLANTS THAT DO NOT MEET THE SPECIFICATIONS.
7. NURSERY STOCK OR PLANT MATERIALS SHALL COME FROM THE LOCAL NURSERY SOURCES WITHIN AN 80 MILE RADIUS.
8. PRIOR TO PLANTING EXAMINE EACH CONTAINERIZED TREE AND DETERMINE IF THE TREE IS ROOT BOUND. NO CONTAINER GROWN MATERIAL WILL BE
ACCEPTED IF IT IS ROOT BOUND. ROOT BOUND TREES HAVE THEIR ROOTS GROWING CIRCULAR INSIDE THE CONTAINER. THE ENTANGLED ROOTS AREA
PHYSICAL BARRIER TO FUTURE ROOT GROWTH AND DEVELOPMENT, IF THIS CONDITION IS NOT CORRECTED AT PLANTING TIME, THE PLANT MAY EXPERIENCE
SLOW GROWTH AND ESTABLISHMENT BECAUSE OF THE GIRDLED ROOTS. SOME FORM OF ROOT MASS DISTURBANCE IS RECOMMENDED BEFORE PLANTING.
THE ROOT BALL OF CONTAINER MATERIAL CAN BE VERTICALLY CUT TO A DEPTH OF 114" IN THREE PLACES,
9. THE DIAMETER OF ALL PLANT PITS (HOLES) SHALL BE AT LEAST 113 GREATER THAN THE BALL OR CONTAINER DIAMETER.
10, PLANT EARLY IN THE SEASON; TREES PLANTED BEFORE CHRISTMAS TEND TO HAVE BETTER SURVIVAL AND GROWTH RATES THAN LATE PLANTED SEEDLINGS.
11. DO NOT PLANT IN DRY SOILS. WAIT FOR ADEQUATE RAIN TO WET AT LEAST THE ROOTING ZONE (UPPER 6 INCHES OF SOIL), YOU MAY PLANT AS EARLY AS
OCTOBER PROVIDED THE SOIL IS MOIST.
12. DO NOT PLANT IF SOILS ARE FROZEN.
13. HIGH WINDS (15 MPH OR HIGHER) AND LOW HUMIDITY (30% OR LESS) ASSOCIATED WITH HIGH PRESSURE COLD FRONTS MAY DRY OUT EXPOSED SEEDLING
ROOTS, POTENTIALLY LEADING TO HIGH MORTALITY RATE IF EXTRA CARE IS NOT TAKEN.
14. THE BEST WEATHER CONDITIONS FOR PLANTING HAVE A TEMPERATURE BETWEEN 33 AND 75 DEGREES FARENHIEGHT WITH A RELATIVE HUMIDITY BETWEEN
30% AND 50%. WIND SPEED SHOULD BE LESS THAN 10 MPH.
15. SEE PLANTING LOCATION MAP.
8-INCH SANDBLASTED
HIGH DENSITY RAISED WHITE REFLECTIVE
URETHANE PANEL CENTERED UPPERCASE 318"O (MIN.) BLACK
Wl 3" SMOOTH AND LOWER CASE COUNTERSUNK BOLTS
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