SW6110406_APPROVED PLANS_20110621

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION. INSPECTION
DOC DATE1���/
YYYYM M D D

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OWNER / DEVELOPER CERTIFICATION
"r I / 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
B 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 / 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
"I hereby certify that this plan has been designed in accordance with the 2009
a A Standards and Specifications for Soil Erosion and Sediment Control or current
U) revisions thereof, and Department of the Environment Stormwater Management
Regulations. Z X
12-15-2010 u
Date Design6fs Signature
❑ K. Joshua Hurst
NC Registration No. Printed Name
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Signature
K. Joshua Hurst. PE. LEED AP
Printed Name
Project Engineer
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Signature
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Printed Name
USACE Project Manager
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USACE Reviewer
Signature
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Printed Name
Environmental Compliance
REGULATORY REVIEW
DECEMBER 15, 2010
PLAN INDEX
SHEET FILE
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DENR-WATERpI1NM
DESCRIPTION
CIVIL COVER
GENERAL NOTES
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
EXISTING CONDITIONS, DEMOLITION, AND EROSION CONTROL PLAN
GRADING, DRAINAGE, AND EROSION CONTROL PLAN
GRADING DETAIL PLAN
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
Signature
------------------
Printed Name
Water Management Branch
JUN
Approved Stormwater Permit Documents
Construction in accordance with these docurnents is
required by the stormwater Permit. North Carolina
rules require that the stormwater system designer
Inspect during construc'ion; certify conformity with the
Plans and spats; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
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PLATE
REFERENCE
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GENERAL CIVIL NOTES
1. WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE PROJECT
SPECIFICATIONS, THE LATEST EDITIONS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE
SPECIFICATIONS, THE 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, AND GENERAL DESIGN STANDARDS. IN THE EVENT
OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR
PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES SHALL BE
D
CONSTRUCTED AND TESTED TO CONFORM TO STATE OF NORTH
CAROLINA/STATE BOARD OF HEALTH WATERWORKS AND/OR SEWAGE
REGULATIONS.
2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND
SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS
OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
CONTRACTING OFFICER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR'S
DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES
AND BEFORE FORMAL RESPONSE FROM THE CONTRACTING OFFICER SHALL
BE DONE AT THE CONTRACTOR'S RISK. NO EXTRA COMPENSATION SHALL
BE PAID TO CONTRACTOR FOR ANY 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. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE
APPARATUS DURING CONSTRUCTION.
5. ALL DIMENSIONS ARE IN FEET, TO OUTSIDE FACE OF BUILDING, TO
CENTERLINE, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
C
6. THE CONTRACTOR SHALL NOTE THAT THE UTILITY DRAWINGS ARE SCHEMATIC
IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC.
THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
7. CONTRACTOR SHALL STABILIZE THE LAY DOWN AND STAGING AREA TO THE
SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE
CONCLUSION OF THE PROJECT.
DEMOLITION NOTES
1. ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION SHALL BE IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY ACOE,
PERMITS ISSUED, AND APPLICABLE STATE, COUNTY, AND LOCAL CODES.
2. ALL UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT
CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND ACCESS CASTING
ADJUSTED TO FLUSH WITH NEW GRADE.
3. FOR THE WATER, SANITARY, ELECTRICAL, OR GAS UTILITY SERVICES THAT
ARE TO BE REMOVED AND/OR RELOCATED (AS INDICATED) BY THE UTILITY
PROVIDER, CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS WORK
WITH THE APPROPRIATE SERVICE PROVIDER. ALL SERVICES SHOULD BE
INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT, SIDEWALKS, CURB
AND GUTTER, OR OTHER PERMANENT FEATURES.
B
4. WHERE CONCRETE SECTION IS TO BE REMOVED, CONTRACTOR SHALL USE
A SAW CUT AT THE LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN
A CLEAN EDGE.
TREE PROTECTION NOTES
1. TREE PROTECTION IS DESIGNATED AS BEING THE AREA FROM THE TRUNK
OUT TO THE FARTHEST EDGE OF THE DRIPLINE.
2. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND
DISTURBANCE OPERATIONS INCLUDING TREE REMOVAL, IN SUCH A MANNER
AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO BE REMOVED
FROM REMAINING VEGETATION.
3. 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.
4. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED
WITHIN ANY PROTECTED AREA(S), AND NO TRESPASSING SHALL BE
ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA(S), AND SHALL
A
BE SO NOTED ON THE GRADING AND EROSION CONTROL PLANS 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 ALL CONSTRUCTION IN THE VICINITY OF THE TREES HAS BEEN
COMPLETED.
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5. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL
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ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO
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THE CERTIFICATE OF OCCUPANCY IS SCHEDULED. FENCING SHALL BE
REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CERTIFICATE OF
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OCCUPANCY.
2
EROSION 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 ACOE ENVIRONMENTAL SPECIALIST AT
(910-396-1211 X 223) SEVEN (7) DAYS BEFORE COMMENCING ANY LAND
DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE ACOE, SHALL BE REQUIRED
TO HOLD A PRE -CONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES
AND A REPRESENTATIVE OF ACOE.
2. THE CONTRACTOR MUST NOTIFY ACOE 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 REQUIRED
INSPECTION POINTS (SEE INSPECTION CHECKLIST ON PLAN). NOTIFICATION
PRIOR TO COMMENCING CONSTRUCTION OF EACH STEP IS MANDATORY.
D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL
STRUCTURE(S).
E. PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.
F. PRIOR TO FINAL ACCEPTANCE.
3. THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL
MEASURES PER THE APPROVED PLAN AND CONSTRUCTION SEQUENCE AND
SHALL HAVE THEM INSPECTED AND APPROVED BY THE WMB INSPECTOR OR
ACOE INSPECTOR PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES.
MINOR SEDIMENT CONTROL DEVICE LOCATION ADJUSTMENTS MAY BE MADE IN
THE FIELD WITH THE APPROVAL OF THE ACOE 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 ACOE
INSPECTOR. THE CONTRACTOR MUST OBTAIN PRIOR ACOE 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 ACOE INSPECTOR.
6. 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 FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. ALL 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.)
7. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH,
OR OTHER APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS AND
STOCKPILES WITHIN FOURTEEN (14) 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 SEVEN (7) DAYS FOR SENSITIVE AREAS.)
8. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR
SHALL STABILIZE AND HAVE ESTABLISHED PERMANENT STABILIZATION FOR ALL
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 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 WATER MANAGEMENT BRANCH FORT BRAGG
SEEDING SPECS SHALL BE USED FOR ALL TEMPORARY AND PERMANENT
SEEDING WITH THE EXCEPTION OF ANY 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.
9. 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 ACOE AND THE
WMB RESPONSIBLE FOR PROJECT.
10. 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.
3 1 I 4
EROSION CONTROL NOTES CONT'D
11. 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 NCDENR OR ACOE
INSPECTOR AND WMB INSPECTORS, 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.
12. 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.
13. 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.
14. SEDIMENT TRAPS OR 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 OR BASIN.
15. THE ACOE INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR
SEDIMENT CONTROL MEASURES, IF DEEMED NECESSARY.
16. ALL TRAP DEPTH DIMENSIONS ARE RELATIVE TO THE OUTLET ELEVATION. ALL TRAPS
MUST HAVE A STABLE OUTFALL. ALL TRAPS AND BASINS SHALL HAVE STABLE INFLOW
POINTS.
17. 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.
18. SEDIMENT SHALL BE REMOVED AND THE TRAP OR BASIN RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE QUARTER OF THE TOTAL
DEPTH OF THE TRAP OR BASIN. TOTAL DEPTH SHALL BE MEASURED FROM THE TRAP
OR BASIN BOTTOM TO THE CREST OF THE OUTLET.
19. 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 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).
20. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED
CONTROLS OR AS DIRECTED BY ENGINEER OR ACOE 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, UNLESS;
D. TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY
DISTURBED AREA INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY.
21. 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.
22. OFF -SITE SPOIL' OR BORROW AREAS ON STATE OR FEDERAL PROPERTY MUST HAVE
PRIOR APPROVAL BY ACOE AND OTHER APPLICABLE STATE, FEDERAL, AND LOCAL
AGENCIES; OTHERWISE APPROVAL MUST BE GRANTED BY THE LOCAL AUTHORITIES. ALL
WASTE AND BORROW AREAS OFF -SITE MUST BE PROTECTED BY SEDIMENT CONTROL
MEASURES AND ,STABILIZED.
23. SITES WHERE INFILTRATION DEVICES ARE USED FOR THE CONTROL OF STORMWATER,
EXTREME CARE MUST BE TAKEN TO PREVENT RUNOFF FROM UN -STABILIZED 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 TO AN INFILTRATION DEVICE, ALL
ACCUMULATED SEDIMENT MUST BE REMOVED AND DISPOSED OF PRIOR TO FINAL
GRADING OF INFILTRATION DEVICE.
1 5
EROSION CONTROL NOTES CONT'D
24. WHEN A STORM DRAIN SYSTEM OUTFALL IS DIRECTED TO A SEDIMENT TRAP OR
SEDIMENT 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 FLOW INTO THE INLETS TO AVOID SURCHARGING AND OVERFLOW OF INLETS IN
SUMP AREAS.
25. 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, SLOPES LEFT
EXPOSED WILL, WITHIN 15 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUNDCOVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
26. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER
SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
27. SITE INFORMATION:
A. TOTAL AREA OF FACILITY (BASE, CAMPUS, PARK, ETC.) 12.160 ACRES
B. TOTAL AREA OF PROJECT SITE 7.53 ACRES
C. AREA DISTURBED 6.11 ACRES
D. AREA TO BE ROOFED OR PAVED 3.79 ACRES
E. TOTAL CUT IV A CUBIC YARDS
F. TOTAL FILL WA CUBIC YARDS
G. OFF -SITE WASTE / BORROW AREA LOCATION LAMONT LANDFILL
28. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES
ARETHE RESPONSIBILITY OF THE CONTRACTOR. ALL 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.
29. ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
SEEDING NOTES
FORT BRAGG SEEDING SPECIFICATION;
1. AREA SHALL BE TILLED TO 4" DEPTH
2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER ACRE
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS PER
1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER SLOW TIME RELEASE OR APPLIED
IN TWO APPLICATIONS, HALF AT TIME OF PLANTING AND THE SECOND HALF AFTER
PERMANENT SEED GERMINATES.
4. THE LIME AND FERTILIZER SHALL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL PRIOR
TO SEEDING.
5. SEED MIX AND RATE:
PERMANENT SEEDING
"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 DACTYLON), HULLED
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 POUNDS PER ACRE GERMAN (SETARIA ITALICA) , BROWN TOP (SETARIA ITALICA), OR FOX
TAIL MILLET (BRACHIARIA RAMOSUM)
50 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
TEMPORARY SEEDING
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
120 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA)
"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)
STRAW MULCH: 4,000 POUNDS PER ACRE. THE GROUND SHOULD 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.
HYDROSEEDING: HYDROSEEDING SHALL ONLY BE ALLOWABLE ON SLOPES STEEPER THAN 1
HORIZONTAL TO 1 VERTICAL. STEPS 1 THROUGH 4 MUST BE COMPLETED PRIOR TO
HYDROSEEDING. HYDROSEEDING SHOULD 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.
6. 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.
7. 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.
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PLATE
REFERENCE
NUMBER
C-001
EET 06
SSDGNSPECSS
SSSYSTIMESS
ffl ICCO\16\ICff

n
C
1
PAVING/CURBING NOTES
1. WHERE NEW CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND
GUTTER, A TRANSITION OF 10' SHALL BE MADE (AS NECESSARY) TO
CONFORM TO THE EXISTING HEIGHTS, WIDTHS, AND SHAPES.
2
GENERAL GRADING NOTES
1. CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. SPOT
ELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
SURVEY NOTES
2. SLOPE OF ASPHALT AT HANDICAPPED PARKING SPACES AND ACCESS
1. DATES OF ORIGINAL DATA ACQUISITION: 2-27-10;3-4-10 & 3-16-10
AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION.
2. DATE OF DATA SET COMPILATION: 3-18-10
3. ALL HANDICAP RAMPING SHALL CONFORM TO ABA STANDARDS FOR
ACCESSIBLE DESIGN.
3. THIS SURVEY WAS COMPLETED FOR CLARK NEXSEN AT 4000
GENERAL UTILITY NOTES
WESTCHASE BOULEVARD, SUITE 280, RALEIGH, NC 27607: (919)
828-1876
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT
REQUIREMENTS SET FORTH BY NCDENR STANDARDS AND
AND MAY BE SUBJECT TO ANY MATTERS THAT A FULL TITLE SEARCH
SPECIFICATIONS.
WOULD DISCLOSE.
2. CONTRACTOR SHALL COMPLY WITH ALL EROSION CONTROL
REQUIREMENTS INCLUDING NOTE #20 ON SHEET C-001.
5. SUBSURFACE UTILITY ENGINEERING (SUE) WAS NOT PERFORMED FOR
THIS SURVEY.
3. A LICENSED UTILITY CONTRACTOR MUST PERFORM ALL UTILITY WORK
6. BEST EFFORTS WERE UTILIZED IN OBTAINING INVERT ELEVATIONS AND
INVOLVED IN CONSTRUCTING THIS PROJECT_
SIZES FOR EXISTING PIPES. EX. SSMH 1 AND SSMH 3 HAD EXCESSIVE
4. CONTRACTOR SHALL COORDINATE UTILITY SERVICES WITH THE UTILITY
SEDIMENT IN THE BOTTOM OF THE STRUCTURE.
OWNERS AND WITH THE BUILDING MECHANICAL PLANS. CONTRACTOR
7. GRID COORDINATES SHOWN HEREON DERIVED UTILIZING ONE EPOCH 25
SHALL BE RESPONSIBLE FOR INSTALLING SERVICES TO WITHIN 5 FEET
GPS RECEIVER AND THE NORTH CAROLINA VIRTUAL REFERENCE STATION
OF THE BUILDING CONNECTION POINT.
NETWORK SYSTEM.
5. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL NEW PIPING
SURVEY PREPARED BY: M-III ENGINEERING
ISOLATED FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN
1421 E. BROAD STREET, SUITE 420
TESTED, AND ACCEPTED FOR SERVICE.
FUQUAY VARINA
6. EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION.
NORTH CAROLINA 27526
TEL: [phone]
7. CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE
SURVEY CERTIFICATE:
CONTRACTING OFFICER AT LEAST 10 DAYS PRIOR TO ANY UTILITY
I, RANDY D. MASON , CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
DISRUPTION.
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY
MADE UNDER MY SUPERVISION; THAT THE SURVEY WAS COMPLETED ON
3-16-10; AND ALL COORDINATES ARE BASED ON NAD 83 (NSRS2007)."
WATER NOTES
"THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY RANDY D. MASON,
L-04552, ON 3-18-10. THIS ELECTRONIC MEDIA SHALL NOT BE
1. WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" BELOW FINISH
CONSIDERED A CERTIFIED DOCUMENT. SEE THE PROJECT PLOT FOR
GRADE TO CROWN OF PIPE.
CERTIFICATE AND SEAL."
2. ALL UNDERGROUND UTILITIES MUST BE TESTED AND ACCEPTED PRIOR
CIVIL ABBREVIATIONS
TO STRUCTURAL CONSTRUCTION OF THE BUILDING(S) WHICH THEY
ABA ARCHITECTURAL BARRIERS ACT
SERVE.
ABC AGGREGATE BASE COURSE
AC ACRE
3. WHERE WATERLINE CROSSES UNDERNEATH STORM DRAINAGE LINE,
ACOE ARMY CORPS OF ENGINEERS
CONTRACTOR SHALL PROVIDE A MINIMUM 18" VERTICAL CLEARANCE
ASSY ASSEMBLY
BETWEEN PIPES.
BFP BACKFLOW PREVENTER
BLDG BUILDING
SANITARY SEWER NOTES
BM BENCH MARK
BMP BEST MANAGEMENT PRACTICE
1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL HAVE
BW BOTTOM OF WALL
HEAVY DUTY TRAFFIC BEARING CASTINGS.
C CENTER
CC CENTER TO CENTER
STORM DRAINAGE NOTES
CE
CONSTRUCTION ENTRANCE
CIF
CUBIC FEET
B
1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS
CO
CLEANOUT
SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB
CONIC
CONCRETE
INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM
COND
CONDUIT
SEWER.
CONT
CONTINUOUS
CONT'D
CONTINUED
2. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE
DBH
DIAMETER BREAST HEIGHT
PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB
DIA
DIAMETER
INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTALLY WITH
DIP
DUCTILE IRON PIPE
PROPOSED CURB LOCATIONS. WHERE PROPOSED STORM SEWERS TIE TO
DPW
DEPARTMENT OF PUBLIC WORKS
EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD
E
EAST
ADJUST NEW STORM SEWERS TO MATCH THE LOCATIONS OF THESE
ELEC MH
ELECTRIC MANHOLE
EXISTING FEATURES.
ELEV
ELEVATION
ES
STORM EXISTING
3. ALL ROOF LEADER DRAIN LINES ARE TO BE INSTALLED AT A MINIMUM
ESCPDM
EROSION AND SEDIMENT CONTROL
OF 1% SLOPE.
PLANNING AND DESIGN MANUAL
EUT
UNDERGROUND TELEPHONE
BORROW AREA NOTES
EW
EXISTING WATER, EACH WAY
EX
EXISTING
1. CONTRACTOR IS RESPONSIBLE TO ENSURE BORROW AREA HAS AN APPROVED
F/F
FOOTING TO FOOTING
EROSION CONTROL PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR
FFE
FINISH FLOOR ELEVATION
2. TO ANY LAND DISTURBING ACTIVITY.
FH
FIRE HYDRANT
FL
FLOW LINE
3. TOPSOILS SHALL BE REMOVED FROM BORROW AREA AND STOCKPILED AT THE
FT
FEET
BORROW SITE AND SPREAD AT THE COMPLETION OF GRADING ACTIVITY.
FTG
FOOTING
A
HOPE
HIGH DENSITY POLYETHELENE
4. AT THE CONCLUSION OF THE PROJECT, SOILS IN THE BORROW AREA SHALL
HPS
HIGH PRESSURE STEAM
5. BE GRADED SMOOTH, COMPACTED, SEEDED, STABILIZED AND INSPECTED.
HSS
HOLLOW STRUCTURAL STEEL
PROJECT DESCRIPTION
HT
HEIGHT
HWSB
HAZARDOUS WASTE STORAGE BUILDING
THIS PROJECT IS FOR THE CONSTRUCTION OF A SMALL TACTICAL EQUIPMENT
INV
L
INVERT
LENGTH
MAINTENANCE FACILITY LOCATED IN THE EAST SIDE OF FORT BRAGG, NORTHEAST
LB
POUNDS
OF THE INTERSECTION OF BLACKJACK STREET AND TAPLINE ROAD. THE FACILITY
MAX
MAXIMUM
w
INCLUDES A CONCRETE PARKING LOT FOR GOVERNMENT -OWNED VEHICLES, AN
MG
MATCH GRADE
Z
ASPHALT PARKING LOT FOR PRIVATELY -OWNED VEHICLES, AN EXTENSION OF
MH
MANHOLE
TAPLINE ROAD, AND ASSOCIATED SITE APPURTENANCES.
MIN
MINIMUM
M M M
MUTCD
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
3 1 4
CIVIL ABBREVIATIONS (CONT'D)
N
NORTH
NC
NORTH CAROLINA
NCDOT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NCDENR
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
NCGS
NORTHCAROLINAGENERAL STATUTE
No
NUMBER
NTP
NOTICEII',TO PROCEED
OC
ON CENTER
OD
OUTER (DIAMETER
OHE
OVERHEAD ELECTRIC
ONUS
OLD NORTH UTILITY SERVICES
OSB
ORGANIZATIONAL STORAGE BUILDING
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PC
PUMPED CONDENSATE
PIV
POST INDICATOR VALVE
POL
PETROLEUM, OIL AND LUBRICANT
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
R
RADIUS'(
RCP
REINFORCED CONCRETE PIPE
S
SOUTH/SANITARY SEWER
SAN
SANITARY
SAN FM
SANITARY FORCE MAIN
SAN MH
SANITARY SEWER MANHOLE
SO
STORM DRAIN
SF
SILT FENCE
SHWT
SEASONAL HIGH WATER TABLE
SO
SQUARE
SOFT
SQUARE FEET
SSMH
SANITARY SEWER MANHOLE
STD
STANDARD
STM
STEAM III
STY
STORY
SUS
SANDHILLS UTILITY SERVICES
SY
SQUARE YARDS
TBM
TEMPORARY BENCHMARK
TIC
TOP OF CURB
TEL PIED
TELEPHONE PEDESTAL
TEMF
TACTICAL EQUIPMENT MAINTENANCE FACILITY
TMH
TELEPHONE MANHOLE
T.O.B.
TOP OF BANK
T.O.S.
TOE OF SLOPE
TP
TREE PROTECTION
TPZ
TREE PROTECTION ZONE
TW
TOP OF WALL
TYP
TYPICAL
W
WEST
WMB
WATER MANAGEMENT BRANCH
W/0
WITHOUT
WV
WATER 'VALVE
WWF
WELDED WIRE FABRIC
CIVIL
LEGEND
EXISTING NEW
r-
BUILDING
a
HEAVY DUTY BITUMINOUS CONCRETE PAVEMENT
LIGHT DUTY BITUMINOUS CONCRETE PAVEMENT
0
BITUMINOUS CONC. PAVEMENT PATCH
CONCRETE
GRAVEL
®
TEMPORARY SEDIMENT TRAP (AS INDICATED)
®
OUTLET PROTECTION
••••
. W
TEMPORARY BLOCK AND GRAVEL INLET PROTECTION
CE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
TP -
TREE PROTECTION
-TD -0-
TEMPORARY DIVERSION DITCH
POWER LINE EASEMENT
14.53
X14.50
SPOT ELEVATIONS
14
CONTOUR
CONCRETE CURB/CURB AND GUTTER
- w -
w
WATER LINE
�II w
WATER LINE (BY ONUS)
It 14
°
5
CIVIL
LEGEND
(CONT'D)
EXISTING
NEW
- Ss -
s
SANITARY SEWER
s
SANITARY SEWER (BY ONUS)
0
STORM CLEANOUT
O
O
SANITARY SEWER MANHOLE
•
•
SANITARY CLEANOUT
C
G
GAS LINE
- - -0►+E-
OVERHEAD ELECTRIC LINE
0
GUYWIRE
9
POWER POLE
#
LIGHT POLE
®
WATER MANHOLE
■
WATER METER
°
YARD HYDRANT
B-1
SOIL BORING LOCATION
LIMITS OF DISTURBANCE
0 o BOLLARD
-x FENCE
MATCH GRADE
-• STREET SIGN
- - --- ANTITERRORISM/FORCE PROTECTION SETBACK
RD PERFORATED PIPE
DEMOLITION
O WATER METER
.r� TREE(S)
e CONNECT TO EXISTING
CU UNDERGROUND COMM
0--0 LIGHT POLE
NORTHERN TRAINING AREA c
AND THE OVERHILLS AREA
A
0
OLD FORT BRAGG BOuuOARY 3
IDEMOUTON IFNDnu_ ■
LCID LANDFILL
►1 GATE VALVE SITE D ESC
FIRE HYDRANT THE TOTAL EXPECTED AMOUNT OF LAND DISTURBANCE FOR THIS PROJECT IS
6 POST INDICATOR VALVE APPROXIMATELY 6 ACRES. THIS AREA IS DISTURBED FOR THE CONSTRUCTION OFTHE
Sp STORM DRAIN FACILITY AND ASSOCIATED STAGING AREAS. THE LIMITS OF DISTURBANCE ARESHOWN ON
YARD INLET/CURB INLET THE ATTACHED PLANS. PRIMARY ACCESS TO THE SITE WILL BE FROMBLACKJACK STREET
TO THE WEST OF THE PROJECT SITE. TWO (2) TEMPORARYGRAVEL CONSTRUCTION
STORM MANHOLE ENTRANCES SHALL BE INSTALLED AS DESCRIBED IN THE ATTACHED PLANS. TEMPORARY
8 FLARED -END SECTION (F.E.S.) SILT FENCE AND DIVERSION DITCHES SHALL BEPLACED TO PROTECT UNDISTURBED AREAS
OUTSIDE OF THE PROJECT AREA.
.s PAAI! CORPS OT ElNaNEEAS (US )
CPIDG DERCE ECDG NO.. lm
t
i
M.
EDUCING NO. 11"
t,
AND 94T5UN MOLIDAYS O 1711O
JVISITORSCENTER AND '
VEHICLE REGISTRATION
ACPi11 pR rc SINE
SS CONTROL POINT (ADP) 08
TRUCK INSPECTION PV
0
ACPi4 / DEFENSE REUTILIZATION MNiKE11NG
OFFICE (ORMO) BLDG. N0. F1339
ACP43
OI?N FORT BRAGG CANTONMENT LEGEND:
LAND CLEARING
' - 6 INERT DEBRIS
MAJOR ROADS
POST ACCESS CONTROL POINT (ACP) PLAN STREETS
FR-FR-FR-HN RAILROADS
ACP NUMBERS L 8. 4,13. 11 OPERATES 24MIRS/ 7 DAYS A WEEK- ALL PROCESSING INSTALLATION
ACP NUMBERS 3.9.10 OPERATES 24HRS/ 7 DAYS A WEEK- DECALS ONLY BOUNDARIES
ACP NUMBERS 6, 2, 7. eA 12 OPERATES 16HAW 5 DAYS A WEEK- OECALS ONLY INTERSTATE ROUT
TRACK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK- TRUCK INSPECTION PLAZA q�1 U. S. ROUTE
N • ROAD CLOSED WITH GATES OR BARRIERS
STATE ROUTE
CONTRACTOR SHALL VERIFY ALL ACP r6ORMATON AT ALL AMERICAN GATE. (Z=:;- LAKES
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A 000008 HAUL ROUTE
DECAL. HAVE A TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL
OR PRIVAYELY OWNED VEHICLES REOURE REGISTRATION. VEHICLE REGISTRATION IS
ACCOMPLISHED BY VISITING THE VEHICLES REGISTRATION CENTER ON RANDOLPH STREET,
PHONE 910-432-SM3,COMPLETNG REOURED PM RWORK,PRESENTNG REOVIRED
DOCUMENTATION, AND RECEIVING OR UPDATING A DECAL SET OR TEMPORARY PASS,
THE INDIVIDUAL APPLYING FOR THE DECAL OR PASS MUST PERSONALLY VISIT A
VEHICLE REGISTRATION CENTER.
RIPTION
CIA,R0 i
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PLATE
REFERENCE
NUMBER
C-002
L SHEET 07
Y
4
4
Y
i.._ __ _ R _ sial lSa �. _ei �..�� ._.� tetra •t ,• r• ■ . „a
SSDGNSPECSS
SSSYSTIMESS
WWI IC V DKIAuce°

DI
If
B
CHANNEL LINING AND SHAPE TABLE
CHANNEL
Al
A2
A3
B1
B2
SHAPE
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
MINIMUM DEPTH (FT)
2.5
1.5
1.5
1.5
1.5
SIDE SLOPES
3:1
3:1
3:1
3:1
3:1
SLOPE (%)
0.5
0.16
0.1
0.5
0.5
LINING
JUTE NET
CLASS I
18" THICK
RIP RAP
CLASS I
18" THICK
RIP RAP
JUTE NET
JUTE NET
TEMPORARY SEDIMENT TRAP AND SKIMMER BASIN TABLE
SB-A
ST-B
DISTURBED AREA DRAINING TO BASIN/TRAP (AC)
4.69
0.98
REQUIRED MIN. SEDIMENT STORAGE VOLUME (CF)
8.442
3,528
REQUIRED MIN. SURFACE AREA (SQFT)
6,067
1,688
BOTTOM APPROX. DIMENSION (FT)
38'X98'
10'X58'
STORAGE DEPTH (FT)
4.0'
3.5'
EMERGENCY SPILLWAY WEIR WIDTH (FT)
18.0'
7.0'
SIDE SLOPES (MIN)
2:1
2:1
BOTTOM ELEVATION(FT).313
316
f ;
/' /
C"50
ST—�
j TYP.
81
C-50.00
s!
r I CHANNELB2It
L
11
i •• 5 CHANNEL B1i c
/ 1•
r m //i ,' / it 0 4
STAB BOUNDARY;
75.2 I /
1
4 5
LEGEND
/ ' - v BITUMINOUS CONCRETE PAVEMENT
/',x a .sa r, a
c CONCRETE
.�<� '—.. .,Ly:./.' ^5 •. '� ,'.'r ' i nm" m r�C GRAVEL
LIMITS OF DISTURBANCE
. ,a' " ___-f" Lam• — — —
,' POWER LINE EASEMENT
f
V CONCRETE CURB/CURB AND GUTTER
__ SS a -- - m If WATER LINE
_____
M 7 wV GATE VALVE
FIRE HYDRANT
' a
' J' _ _ _ _ _ _ STORM DRAIN
IZI YARD INLET/CURB INLET
---- ---- �x� ""- , ' .--- - - - -- — °— •— SANITARY SEWER
�' '--- I'' ' C-50 d S SANITARY SEWER MANHOLE
ST-,y'BOUNDARY
GAS LINE
,-------------
a ' ' OVERHEAD ELECTRIC LINE
'' // �♦ S%yaNNEL A3 ti /T ''sow •La /;/' �� • r _ ``---�+--—
-------_--J•`k'/ 'I/ ,/'✓/' 5 /,/',' '� '/' F' r �' _ �� - , _ f /1 - �. Q GUYWIRE
POWER POLE
HANNEL A2
/,/ , ✓' �`\ ;, ',♦♦ / iI ii, ' , ,ir•1^i'�.v ,:�.� ,ir339 ; �G„AVEL_`, _ o LIGHT POLE
--�' �♦ /� pp ,r/ / ,%' ' / 1 ® WATER MANHOLE
/ ♦�'-'"' '^ ' I, s'I 1 ' FENCE
Cf 3F—
---------- a r; 1 , .. i STREET SIGN
� Wig.. .
' , 4
1 ��� �f] TREE(S)
/-------- -----^ .- N• I iy5 / I F— • r 1 �' ~wr'
" y/ o: F / / 11 --1
v
CHANNEL AY Ii / m^`� ^�=�- ! r x /� DEMOLITION
/ a
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/ �o�� ,� - ' - ,--------- - - ' k I _z' I. —TD TEMPORARY DIVERSION DITCH
-'^ SF— SILT FENCE
/ - ___
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t � 'L
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-Tp_ TREE PROTECTION FENCE
/ --4__! ,"� / `.. ,'L•' vC ��+ •r• rY • / ..
• •_ .. � , r .�, . �f�i._�F _ _ � , , � ,+ .,• .,; r • • • : , i• -• ; ' CONSTRUCTION ENTRANCE
C-5D ' '•,•• , , •. • ---' --- '' ---- I \ , \ l 1 .r P :r ' .r 1 ••.i •• +:. j ' : Q
y / ' Z , r , �. A P. ;w. T TEMPORARY SEDIMENT TRAP
0 TEMPORARY SKIMMER BASIN
/ ,j r. • e�'��i ✓' - •' / 2 P K1 I 1 I' 1 I ,'' ' •. : 1.' • , .. r ..
♦ry►I(• : = - �' I• - - - - - - - - - - - - - - DRAINAGE AREA BOUNDARY
. .�sr •i- , Q III I / r•' 4• ..i• •�• i �-
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1 :.,..., ill
DEMOLITION NOTES
/ -I •h. •.:-'�' �-' , i' ' + �W1' I ,p , { .. ,•. •tea'-'
/ /♦ +•�%�+ •� �: - • • , � � • : •:•�•'/}' � r •• •• ' •• <,;.•" � •r' _ ir----_ /'' I Cf � �• 1 '% \• ___ � SAW CUT ONE(1) FOOT WIDE STRIP OF ASPHALT BEYOND
a ,, • :` I _ _ -' l I + '-.`-- - --• r PROPOSED VALLEY GUTTER
/ I ,
t 1.
O REMOVE EXISTING FENCE GATE AND FOUNDATIONS
1A �y�y�+�+�s•.� " ,\. 5�H%L 1j• ~ •_. _ .. ', r ,,- _ t - 'N /' I I a --_ ./ r• 1. , r
. '` -�/�P ¢ • ��' .••�•1 •z,�' :. '. /- / g,/ �, .. : 1. .�.: - .�r 3 REMOVE STORM PIPE
`I,a ''W ~•i' `� i '�• _�i'••, ••p /J "�i JryJ nC�t.-�^ /'' ���/ '8 •.y.
\.. • V L" _
' REMOVE EXISTING ASPHALT
` V11-i
a . •✓ {. • j A:,i' .. _.r '•S' .f / �. - !/ _3 , _ i'S� ,d'V � � I • }••• '• �1� r:• .rr _-''""""
/�`� / •,. : ,,.: r ;' , . 7 ,' " y�'-------=;-. _r: `. 5 NOT USED
_
•r
�//+ � 1_ :` �j 1 ;. ✓.I�' z . :• •:�• ',: , • ;• , :>• •. • , r :.' ••,,-- y " ,` / ,; - -; Y: I +, ,':; • :' � _ '• ,.• 6 REMOVE TREES BY GOVERNMENT); SEE NOTE 1 BELOW
f O (
a O 7 REMOVE POWER POLE CURB STOPS
,a3 lk
> • • 1 of , _; ,
t �' ' ' 1, ,•, �°�' r ih ., '%'�rL� .. .y •I •}' r'm_ / _- , _1 i �' •..• t• �� •• ti. ,�.
�L
,..•)1 a£ .�', '•;- _ ••' = �' '...-'•-- ' "; '� - .F `� I o .•, CO�lCRE TE c,I O8 REMOVE BOLLARD
AD
CD
y''' r+ ," t r yy TYP 8 9 REMOVE KEYPAD
<. I 4
• a a a i -/kF� JIV. •r'' wµ r. /. �' ..: _ I - i ..'. i - v •. •1
11r ` { : '.' 3 I 10 REMOVE CONCRETE PEDESTAL
x s , ./in s _�, , . o - ; I YP. 10 12 r 1 O
• ® s al lI 1 , '. , ,:: .fie' .: y. rr ; ' ' - , _ I - 1 _ .. . ��--------------
a: REMOVE YARD HYDRANT AND CAP WATER LINE (BY ONUS
a ,iC.. ( 1. ,. - • / , - se„• )
2
3
RIPRAP DISSIPATOR PAD
(1.3'X1.O'X9" THICK,
'�— CLASS "A" STONE)
A
-------------------- 1
-------------
-------------
SB—A ,
-------------------------
---
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' 1 �J� , , ,��- - �•-- .�-'--��•- Nam— • i :� ",_�� �. 1 .'Ilr?�' •• I BLACK A 6 , y 4 • �_
4 0 /^� �TREETACK��", $TKE? y,3 14 4
� 5 01 a 16 _
- ,.--
li APPR,OXIME�TE _COCATtON-_OF-EXIVTIN&-30 ---------- \\ M � \ji s s
----__----- Lv \ II O II / APPROX LOCATISNI8•—
,WATERL(NE: 4iORIZONfiAL AND VERTICAL__ `' - -Fe- - -•- •- - -• - - •- �r -•- - -•- - -'- - -•- - -•- � - -•-
i 16CATIQN OF WATERLINE SHALL BE �ETERMINE-0 ---- ----'" 3 ^ - _— —sue — — — o- so— — =se— — —ate — —so— 4 —
+ / BY/ THE ,6ONTRACTOR PRIOR TO EXCAVATJON. _ o - �N s! --338- 1 ,
C�f'-' ' ,CONTRACTOR SHALL COTJFY THE EONTRA'CTIN�s-"'- -------------- --- ' -
, % / OFFICER OF ANY CON 0CTS WJTA PROPOSED' ,- �}
A
11
/
IN
x
\
\ 1
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a
Q
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Z O 11 N O/ I
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p0C) i i ZC1 N,
ZO=ZZLL U0 jxC_I7
REMOVE CLEANOUT AND
CAP SANITARY LINE (BY ONUS)
REMOVE YARD INLET
14
REMOVE CONCRETE
REMOVE SIGN
APPROX. LOCATION 18•__
<
16
SAWCUT PAVEMENT
GENERAL
NOTES
rn
1.
TREES LARGER THAN 4" DBH ARE ASSUMED TO BE
M
MERCHANTABLE TIMBER
AND SHALL BE REMOVED BY THE
1 3
GOVERNMENT PRIOR TO
CONTRACTOR'S MOBILIZATION.
(C'4
CL N
W
to z It z N
2.
SEE SHEET ED101 FOR
ELFCTRICAI SITE DFMO1 ITION PLAN
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED
— 11 r5
1 "=40'
CAR
I IAI I IRIII//I/(,/,,'
IIIII//„0`
GRAPHIC SCALE
IZ• l4•Zop \,
40' 80' 160'
I 1
US Army Corps
of Engineers"
Savannah District
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PLATE
REFERENCE
NUMBER
CD101
IEET 08
J
L
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1
ffDISNSPECfE
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it

1 1 2 1 3
STORMWATER PIPE TABLE
Pipe Pipe/Structure Rim Invert -- - slope -._I % I Length Ift I , �P&
, /- ' �1 '
Name _ Name Elevation _ Elevation_ Diameter(in)`�`�
A2 A3 A2 _ 323.75 _318.87 15 _0.50% 154I/'''r / i ____________``` ` -
__. A 3 324.00 31810 , '' 'eg ''' ��` \+/'
A3 A4 _ A3 324.00 31860 2_4_ 0.50% -_ 100 / ''- / `\� .� _ - V(\`_ \
A4-A5 _ _ A 4 - 324.00 317.60 24 -0.50% 97 / ' \ -_-- _ _i^ \`\
_ A 4 324.00 317.60 /
A 5 324.00 317.12 --- ,' ,'' / I -' '
- - --
AS-All As 3zaao 3v.lz 2a 1cp% 101 ,' ;' ; _,LIMITS. OF DISTURBANCE_- ,-�_--'/ `Y '' - ' ,' / '' ' I
_ A 11 325.00 315.50
A6-A72
D A6 324.00 316.78.__ 15 _ 3.80% -_-34--,'k�-'
Al2 324.00 317.28 /''/ ,/'' , ' \`��-------- '/,'' --_-__���,/'' /--'____' � i 11 ttl \\\ �,n,'i I'i/`ijk -k'�-'j/'/
A7A6 A7 32450 _ 319.58 15 O00% 164 ,
A 6 324.00 31678 __. _. -- i ,,/ ,, ' ' , - ____ '/' /
A8 A9 A 8 323.50 319 58 _ 15 -_ _ 1.00% - 164
-A-9 324.45 _ 317.93
A9 AS -_-- A9 324.45 317.93 15 - -1.90% 43� / __/ / / �/ / I
4
A S 324.00 317.12
A10-A3 A 10 324.00 319.97 18 1.00% 87 - /
A 3 - 324.00 318.10 --__/�
Bl B2 _ B 1 324.00 320.50 - 15 0.50%527+
B 2 - 324.00 _ 320.06 +
-- // ___-_-- �•
B2133 B-2 324.00 317.11 18 0.50% 100 /' /- ,'--
B-3 324.00 316.61
B3 84 B-3 324 00 316.61 18 _ 1.00% _ 96 _ --
_ ------ i ry
B-4 - 324.00 315.69 _._. /' /' ,_�_- ',/ --__ ��� ` \V q ,. /' ' /' '�,�V.iN�{.F21.20
B4 613 B 4 324.00 _ 315.69 24 1.00% 19 /' / /,�"/ J
8 13 325.00 _ 315.50 _ _ _._ /, ,� ' /1 / ' ,-RDD-
BS 612 B-5 324.00 315,89 15 -- -- 2.00% 20 ,/' ,_ ' j -�♦
B 12 - 324.50 315.50 �/{�r,,
BS BS B-S - 325.16 317.19 15 1.47% 88 y/ , / ` '� i _ �O 5 i•w-•, ' /./ ii ' / ' ,�F 3
-. B-5 _ 324.00 315.89 ._ _ - .. _ ___ ,/ SOIL STOCKPILE'----- _ _ ryry , l , �I Li, , / y7 / , ' -
B9B8 B-9 320.50 318.25_ _15_- -- 1.47% 72 ,'' ,'' ''' AREA/I/� - 1
19
B-8 _ 327.28 321.05 ',, _ _ _ 1 / - ` ' e e b • o e e a e 4 w a ♦ ` --- - - - -- -- , ' '' ' ,' ,/ ' / / ' ' I 9 e le b J ,(t • e e s e • . • • / s a e e • • e B10-Bll _ B 10 _ 327.28 321.05 15 0.50% 65 /'� , '
_ Bit _ 324.15 320.73 - -- - - -- ---_ , '' - � --- '
B11 Bl B 11 324.15 320.73 15 - 0.50% 45 _ ' ' '
B-1 324.00 _-320.50. _. _. _._ _ _ -- ' ,, \{• // __-'' /--_---__ - SONTRACTOg''STAGINGf 1`�/;�%'''' ;,
- --
C1 01 C 1 325.37 315.35 18 1.78% 160 / / / , , - DO ( 1 1 , f G /
o l 31zso CLASS IV RCP /'' ; ff - - L4Y WN AREA 7
,
/
2 f I 38, -' A 2
C jIf f'+!' // - -- ---- --C.O. INV.= 324.08
TYP. 1
TYP
I C-50 C.O. INV._;-J23.84 ;
TYP cm�1 I , /C.0. I 323.70
so 24" 'P 1
J,+
"T4 r-1 ITI r-I r-1 rI r-I
/ 2s A-5 _- C5 ' I
- f8 4
-50
d-'' ,325 --- ❑
C.0 -ItvW 324.3 _ -'f RD
FFE 32500
SM
15 I C-50 --- ' �IC.0. INV.= 3 3.3
m
C.O. ,1NV.= ;324.31 , � ;�, , �� ,-'� ,-� i� ,-_ -- M " ,'' ,,-'� TE-MF--- ; I � ,__-----�_ _
C,:O.; INV.=` 324,45 _ ,'fFE: 325.25 _- '
RIVRAP ISSIPA OR / - A-1
PAD (6'1 4.5'Xg" THICK, -507
CLU "A" STONE) 1 _ ,�{1 ; ' _' '
' B-,3 B-1 D
- - • �i
\� � •• � �i,'```' � 1 SD ,, 325 , ' � � ❑ , ,-,, O
Ty rr
A2 \ ' I g �• 4
C�50 N S0
„
✓^� tL C5 C5
7 > 10 -50 4 Al
o , TYP. o
A4 Q In 4) B_ a1 C.O. V.= 324.43 C.O. INV.= 323.52 C-50 4 C.O. INV.= 323.2
„ ;
,A'3 RD RD RD RD - B RD RD D
C-507,' I 3�� 326 _-
yl ' D'2 ?s - 32 i _-
i
L -r B'-9 _ �'- y= B-8 327•t i ^� y. C.O. INV g324.02 �• pl gRACK C.O. INV.= 324. 1 �« o
' INV.� 323.7\1 C.b. INV.� 324.1�, BLACKJA K� to C.O. INV.=,3 4.02 SIR-EE'� „33 ` e O o
TR T ±�
` EE rn- ----
r , _MAT_ _ � _ 3--- C1q 'It o e
, _ .- -- - APPROX. LOCATION 18" •- ,- - -,-
AFjPRD�FMATE,�aSATION -OF' EXIS,TiNG 30"__--'-" � 11 II � ,
/ �'',; 'WA AND YtRTICAC ----- ---- - �� _j ti --- 'O-- ,"-"---M- ••-W. I-
f q�,' ,' ,' ,LOgATIOwbF WATERLINE SHALL 8E(DETER6AINED W
ByJ1iE'CONTRACTOR PR14N TO EXCAVATION. _� -
CONTRACTOR SHALL NQT(FY THE,-tONTRACTIN(" '' a -'------------------- -*� �� a O j ;
of
OtFIC�ER-_0F ANY CONFLICTS )/(TH PROPOSED; ; I rn ______---- �� p O 0 0
II PROVEM�NTS. ( .' ,' ,' I i*� Q ►N C9
( Ste', 1 i i 1 i i , , O. CO d" i In
A 00 CV 4 N
a .� O I X (n,Cfx3 e1• L+.1 O /fl)to N i
` , \ Q ` -t- , ', ' , I I , I I Q N ,- Qi I 1 L" i M �, N r11 ,.._ 00 to
i ' `\/ Vr , %, ` ' i i 1 1 1 V fn N >O O , to e_ Z I II N �• r'� �. = II 2 11 'per O / 47 i� ,� t!'i / ��
I ' \ Qn \O\ \ , tit , , ( I 1 , , ` Q' (� Cn , 1"') Z 11 N > X a C ' O It ,0 ICU, co ._ to O ' '
cc to 0 Oct
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d~j i f ��jIIf=Z2
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aWz OO ' i V Z W �? , , Z '
s W m
zf'-nw Z J�
M Ln 0W� EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED
4 5
� I •A\A�`�'►`/`, LEGEND
BUILDING
%''' _ - L OUTLET PROTECTION
• • •
���•_- �••� TEMPORARY BLOCK AND GRAVEL INLET PROTECTION
CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
-TP - TREE PROTECTION
- ----ate-SF - SILT FENCE
C2 -TD --ON-TEMPORARY DIVERSION DITCH
;- 07 ' C O C-Z0 14 CONTOUR
riC /---\ INV.= 32 30,-4 r CONCRETE CURB/CURB AND GUTTER
' Sp STORM DRAIN
YARD INLET/CURB INLET
STORM MANHOLE
FLARED -END SECTION (F.E.S.)
G• AVELL y LIMITS OF DISTURBANCE
T`°` - GRASSED SWALE
-RD - UNDER DRAIN
CONSTRUCTION NOTES
• -? 1 4" PERFORATED PVC PIPE (MIN. 0.5% SLOPE)
' ❑2 6" PERFORATED PVC `PIPE (MIN. 0.5% SLOPE) tO
'. �77 TYPE F ;.
�3 8" PERFORATED PVC PIPE (MIN. 1% SLOPE)
4 6" DIP (MIN. 1% SLOPE)
' A=1 (> ; ;'• 5 S AT REAR OF OSB TO ROOF DRAIN
- •' ❑ • • • ��--33e _ COLLECTION SYSTEM NCDOT STD CONCRETE DROP INLET (STD 840.14) W/ FRAME
6 AND GRATE (STD 840.16)
A. : < ' ` 7 NCDOT STD CONCRETE CATCH BASIN (STD 840.02) W/ FRAME,
ASPFiAL F ` ,''. ❑ GRATE, AND HOOD (STD 840.03)
w :r 8 NCDOT STD JUNCTION BOX (STD 840.31) W/ FRAME AND
Z % COVER (STD 840.54)
,� • •, . .•
r 9 NYLOPLAST INLINE DRA N
'� ` " '• �" `��10 6" PVC PIPE =PVC �
-.r- -
t :.
' x SEDIMENT AND EROSION CONTROL
7 1TrL :E . ; : CONSTRUCTION SEQUENCE
• •. • .: 1. NOTIFY COE AND NCDENR OF INTENT TO BEGIN CONSTRUCTION.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
- 3. HOLD PRE-CONSTRUCITOW MEETING.
4. INSTALL CONSTRUCTION ENTRANCES.
33 5. INSTALL TREE PROTECTION. FENCE AND SEDIMENT FENCE.
6. CONSTRUCT TEMPORARY SEDIMENT TRAPS AND TEMPORARY
I DIVERSION DITCHES.
7. PERFORM DEMOLITION PHASE OF PROJECT.
8. CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED.
9. REMOVE AND STOCKPILE TOPSOIL.
N 10. CONSTRUCT SITE IMPROVEMENTS, UTILITIES, AND STRUCTURES.
5 M' 11. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, (A) REMOVE ALL ACCUMULATED SEDIMENT FROM
1 SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE
C.O. INV.= 32 .80 SITE (IF SUITABLE MATERIAL) (B) REMOVE TEMPORARY EROSION
CONTROL MEASURES. SMOOTH AREA AND APPLY APPROPRIATE
D. INV.- 4. - ------------ GRASS.
GENERAL NOTES
1. HARDSTAND ELEVATION SHALL BE 0.02 FEET BELOW FINISHED
.;; FLOOR ELEVATION AT ALL DOORS AND OVERHEAD DOORS.
_---''', ------ F 2. ALTERNATE LOCATIONS FOR THE SOIL STOCKPILE AREA, STAGING
-- /-I c; AREA, LAYDOWN AREA, AND CONSTRUCTION TRAILER MUST BE
-- --- --- ' ''" APPROVED BY THE ACOE PRIOR TO CONTRACTOR'S MOBILIZATION.
- _ 3. SEE COMPLETE LOGS OF SOIL BORINGS ON SHEETS B-001 AND
-A4 - _ B-002.
_
- C•=w - , ,-. 4. GEOTECHNICAL ENGINEERS NOTE:
APPROX. LOC TION18"_ "WITHIN THE AREA OF THE VEHICLE MAINTENANCE BUILDING
- •-- �~•--- «---p--- FOOTINGS, THE SOILS SHALL BE EXCAVATED, ANY DEBRIS THAT IS
CONSTRUCTION DISCOVERED SHALL BE REMOVED, AND THE SATISFACTORY SOIL
TRAILER LOCATION REPLACED IN COMPACTED LAYERS. EXCAVATION SHALL BE
PERFORMED IN ACCORDANCE WITH EM 385-1-1 AND OSHA 29
CFR 1926.652. BACKFILLING SHALL BE IN ACCORDANCE WITH
aIt 4 �i- N SECTION 31 00 00, EARTHWORK. THE EXCAVATION SHALL BE TO
o II ^^v z M ELEVATION 322 FEET. THE BASE OF THE EXCAVATION SHALL
z N II EXTEND ONE FOOT BEYOND THE LIMITS OF THE FOOTINGS.
5. REFER TO SHEET S-002 FOR ADDITIONAL GEOTECHNICAL
DEWATERING REQUIREMENTS.
GRAPHIC SCALE ,,,"�A,,...
o , FESS/o
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0 20' 40' 80' 160'
1 "=40' _ /1
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Savannah District
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PLATE
REFERENCE
NUMBER
CG101
L SHEET 09
r
Y
•
r
•

1
2
3
rd
5
C
N
,
-' ----- -
-
eg----------------------
-
i
------------
'- --- ------- ,
BWX3
131 TW 315.00 41 1
---
..7
'-TW-325.50
BW 317. , - ,' ; 13 .2 51 325,75, , 9
TW ,325.50`- % " / /�Sg' -FFE: 326.Pb
' 'a 318.00
- TW 318.0 _31tl..r®.. ... ..
BW,317.25 - - -
it 'I
5.2 '']-3�5.5-3�25.5 �3�5.43 4
it it _--' ---' s' /%c '-� 325 5
,-------------
---34.8 1 354.6 8 3 ,"134'8 34.9 / 4.8
r .67 324 0 ,--- I I1
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PLATE'
REFERENCE
NUMBER
CG102
k SHEET 10 ,
Y
Y
SSDGNSPECSS
SSSYSTIMESS
SSUSERNAMESf

P1
r«
L-3
u
1
E
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1
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-- 15 15 5 N
INSET
SCALE: 1" = 20'
MATCH EXISTING PAVEMENT SECTION 3"
MINIMUM BITUMINOUS CONCRETE SURFACE
EXISTING PAVEMENT (NCDOT TYPE SF9.5A OR SF9.5B)
12" IWEINH
NCH "
MINIMUM MIN
. Z LIMITS OF DISTURBANCE
SAW CUT TACK COAT N:509118.04
�.
PAVEMENT EDGE)I �;� CONCRETE PAVEMENT E:2011586(�
��j//✓\ .::::.;.:::' :.:':..:.:.:.::::::::::.:: 6 MINIMUM
/%/iBACKFILL E:20115 7'13
BITUMINOUS CONCRETE PAVEMENT *+
PATCHING'
NO SCALE
%
N:509082.94
E:2011696.25
N:5090%35�
E:20116,0'M/
/
3 4 5
'l //°''' /� CONSTRUCTION NOTES
• •• -� as 1 BOLLARDS SEE NOTE BELOW FOR BOLLARD LOCATIONS
z zzx//"�,� 2❑ POL PARKING
• , ❑3 6" CURB
//' / / ❑ GOVERNMENT FURNISHED AND INSTALLED PORTABLE
4 CONTAINERS
/ 500-GALLON ABOVE GROUND USED OIL STORAGE TANK SEE
N:509040.10 �+ / ❑ PLUMBING SHEET P-502
E:2011648.62 % / Jt/ / / ❑ 500-GALLON ABOVE GROUND USED ENGINE COOLANT
(ANTIFREEZE) STORAGE TANK SEE PLUMBING SHEET P-502
_,�- -- _-- - 500-GALLON ABOVE GROUND OUT OF SPEC WASTE FUEL
/ �� / ❑7 STORAGE TANK SEE PLUMBING SEE SHEET P-502
+ N:509023.03 6t ,. ORGANIZATIONAL VEHICLE PARKING (PARKING LINES SHOWN
E:2011679.36 b C 7504 ❑8 FOR INFORMATION ONLY, DO NOT PAINT)
a_
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10
REQUIREMENTS WITH SITE STORAGE TANKS ACCESS LOCATIONS
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GENERAL NOTES
A2
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1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. SEE
C-50
SHEET AE101 & AE501 FOR BOLLARD LOCATIONS AT SMALL
24.0
TEMF. SEE SHEET AS101 & AS102 FOR BOLLARD
,J
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LOCATIONS AT STORAGE BUILDINGS.
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APPROX. LO 10
N: 08745.80
E-2011294.00
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GRAPHIC SCALE
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PLATE
REFERENCE
NUMBER
C1101
SHEET 11
Y
Y
Y
SSDGNSPECSS
SSSYSTIMESS
SSUSERNAMESS
r

1
ra
3
Ell
5
0
C
TEMPORARY SEDIMENT
POOL
1' MIN
2' MAX
TEMPORARY SEDIMENT
POOL
1' MIN 2:1 SLOPE
2' MAX- - -
SEDIMENT
FINE GRAVEL
FACE (1' MIN
WIRE SCREEN
DEWATERING
3" STONE
WIRE MESH
(OPTIONAL)
CONSTRUCTION SPECIFICATIONS
a
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM LO Of
ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 4 oo
INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF
BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO
AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 INCH
OPENING OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN DIAMETER, PLACED 2 INCHES BELOW THE
TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN
GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
4. IF ONLY STONE AND GRAVEL ARE USED, KEEP THE SLOPE TOWARD THE INLET NO
STEEPER THAN 3:1. LEAVE A MINIMUM 1 FT WIDE LEVEL STONE AREA BETWEEN THE
STRUCTURE AND AROUND THE INLET TO PREVENT GRAVEL FROM ENTERING INLET. ON
THE SLOPE TOWARD THE INLET, USE STONE 3 INCHES IN DIAMETER OR LARGER. ON
THE SLOPE AWAY FROM THE INLET USE 1/2 - 3/4 INCH GRAVEL (NCDOT #57
WASHED STONE) AT A MINIMUM THICKNESS OF 1 FT.
MAINTENANCE
INSPECT THE BARRIER DAILY AND AFTER EACH RAIN AND MAKE REPAIRS AS
NEEDED.
A REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
SUBSEQUENT RAINS.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE
ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT
IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
BLOCK & GRAVEL INLET PROTECTION
a_z
N J�(NCDENR ESCPDM PRACTICE 6.52)
❑MD
M M M
NO SCALE
CG101
CONSTRUCTION SPECIFICATIONS:
1. ERECT TPZ FENCES. RESTRICT ACCESS TO TPZS. WITH
TALL, BRIGHT, PROTECTIVE FENCING.I MOST FENCING IS
INEXPENSIVE AND DURABLE ENOUGH TO LAST
THROUGHOUT MOST CONSTRUCTION PROJECTS. TEMPORARY
TREE PROTECTION FENCING SHOULD BE ERECTED BEFORE
CLEARING, DELIVERIES AND OTHER CONSTRUCTION
ACTIVITIES BEGIN ON THE SITE.
2. PROHIBIT OR RESTRICT ACCESS TO TPZS. ALL ON -SITE
WORKERS SHOULD BE AWARE OF THE TPZS AND THE
RESTRICTIONS ON ACTIVITIES WITHIN THE ZONES. USE
THESE TPZ GUIDELINES FOR THE BEST EFFECT:
DRIP LINE • POST "KEEP OUT" SIGNS ON ALL SIDES OF FENCING. DO
NOT STORE CONSTRUCTION EQUIPMENT OR MATERIALS IN
TPZS.
c� I
z
• PROHIBIT CONSTRUCTION ACTIVITIES NEAR THE MOST
°D W VALUABLE TREES, AND RESTRICT ACTIVITIES AROUND
LL
z OTHERS.
0
• ASSESS CREW AND CONTRACTOR PENALTIES, IF
o NECESSARY, TO KEEP THE TPZS INTACT.
i N
z
0 3. MONITOR TREES. VIGILANCE IS REQUIRED TO PROTECT
TREES ON CONSTRUCTION SITES. USE A TREE
PROFESSIONAL OR TRAIN YOUR STAFF TO MONITOR TREE
;TAKES HEALTH DURING AND AFTER CONSTRUCTION ON A
AT 4' C.C. REGULAR, FREQUENT BASIS. WATCH FOR SIGNS OF TREE
NOTE: STRESS, SUCH AS DIEBACK, LEAF LOSS, OR GENERAL
DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" DECLINE IN TREE HEALTH OR APPEARANCE.
TREE PROTECTION
(NCDENR ESCPDM PRACTICE 6.05)
NO SCALE
4. MONITOR TPZ FENCES. ASSIGN A CREWMEMBER THE
WEEKLY RESPONSIBILITY OF CHECKING THE INTEGRITY OF
TPZ FENCES. REPAIR AND REPLACE TPZ FENCING AS
NEEDED.
5. OPTIMIZE TREE HEALTH. ASSIGN A TRAINED CREWMEMBER
OR HIRE A PROFESSIONAL TO COMPLETE REGULAR TREE
MAINTENANCE TASKS, INCLUDING WATERING, FERTILIZATION,
AND MULCHING TO PROTECT TREE ROOTS. CONSULT A
TREE PROFESSIONAL FOR ADVICE ON THESE PRACTICES IF
1 ILI LI\ UL lllxLl
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES DAILY AND AFTER SIGNIFICANT
RAINFALL EVENTS (1/2-INCH OR GREATER) 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.
NOTES: 1. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
OUTLET PROTECTION
(NCDENR ESCPDM PRACTICE 6.41)
NO SCALE
NEEDED. SURVIVAL OF PROTECTED TREES WILL INCREASE
IF THESE PRACTICES CONTINUE DURING CONSTRUCTION.
HEALTHY TREES REQUIRE UNDISTURBED HEALTHY SOILS.
DO NOT CAUSE INJURIES TO TREES AND ROOTS. DO NOT
CHANGE THE SOIL, GRADE, DRAINAGE, OR AERATION
WITHOUT PROTECTING PRIORITY TREES
MAINTENANCE:
CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER
TAKES POSSESSION. TAKE THESE STEPS AFTER ALL MATERIALS
AND EQUIPMENT HAVE BEEN REMOVED FROM THE
SITE:
• REMOVE TREE PROTECTION ZONE FENCES.
• PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS,
SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN
SUCH CASES. REPAIR ANY DAMAGE TO THE CROWN,
TRUNK, OR ROOT SYSTEM IMMEDIATELY.
• REPAIR ROOTS BY CUTTING OUT THE DAMAGED AREAS
AND PAINTING THEM WITH TREE PAINT. SPREAD PEAT
MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE
DAMAGED AREA AS SHOWN IN FIGURE 6.05D OF THE
NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, TAPER THE CUT TO PROVIDE DRAINAGE,
AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE
COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE
SEPARATE CUTS AS SHOWN IN FIGURE 6.05D OF THE
NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
• CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO
ANY STRESSED, DISEASED, OR INSECT -INFESTED TREES.
REDUCE TREE STRESS CAUSED BY UNINTENDED
CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH
WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE.
CONSULT YOUR TREE EXPERT IF NEEDED.
•INFORM THE PROPERTY OWNER ABOUT THE MEASURES
EMPLOYED DURING CONSTRUCTION, WHY THOSE MEASURES
WERE TAKEN, AND HOW THE EFFORT CAN BE CONTINUED.
CG101
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 AREASIN 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.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHALL BE 1.5
TIMES THE MAXIMUM STONE DIAMETER (MIN. 6").
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT
SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT
AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL
AT THE END. MAKE THE TOP OF THE RIPRAP AT THE
DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR
SLIGHTLY BELOW IT.
8. 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.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED
AREAS WITH VEGETATION (NCDENR EROSION AND SEDIMENT
CONTROL PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11,
PERMANENT SEEDING).
1. SET THE STEEL POSTS. 2. EXCAVATE A 8"X4" TRENCH
UPSLOPE ALONG THE LINE OF
POSTS.
3. WIRE FILTER FABRIC
TO POSTS AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
CONSTRUCTION OF A FILTER BARRIER
CONSTRUCTION SPECIFICATIONS
1. CONSTRUCT THE SEDIMENT FENCE OF STANDARD OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE FENCE DOES NOT EXCEED
18 INCHES ABOVE THE GROUND SURFACE.
3. IF JOINTS ARE NECESSARY, FASTEN THE FILTER CLOTH ONLY AT
A SUPPORT POST WITH OVERLAP TO THE NEXT POST.
4. USE 1.33LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5
FT., AS POSTS.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS
A MAXIMUM OF 8 FT APART, OTHERWISE, SPACE POSTS A
MAXIMUM OF 6 FT. APART.
6. USE WIRE TO ATTACH FABRIC DIRECTLY TO POSTS.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
8. DO NOT INSTALL SEDIMENT FENCE ACROSS SEDIMENT TRAP
OUTLETS AND INLET PROTECTION, OVER PAVEMENT, STORM
OUTLETS, CONSTRUCTION ENTRANCES, OR IN AREAS THAT MAY
BLOCK STORMWATER CHANNELS.
SILT FENCE
NCDENR ESCPDM PRACTICE 6.62
NO SCALE
NOTES: j" 3" TO 5" WASHED /�
COARSE AGGREGATE AS REQ'D
AGGREGATE SIZE - USE 3-5 INCH WASHED STONE.
DIMENSION OF GRAVEL PAD -
THICKNESS: 6 INCHES MINIMUM
WIDTH: 12-FT MINIMUM OR FULL WIDTH AT ALL POINTS OF THE
VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER
LENGTH: 50-FT MINIMUM
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT
FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE GRAVEL TO NEEDED GRADE AND DIMENSIONS AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT FENCE OR OTHER
SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE
FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCF
(NCDENR ESCPDM PRACTICE 6.06)
CG101 U NO SCALE
CD101, CG10:
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PLATE
REFERENCE
NUMBER
501
HEET 14

0
1
CONSTRUCTION SPECIFICATIONS:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND
OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL
DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN
THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
C TEMPORARY DIVERSION DITCH
(NCDENR ESCPDM PRACTICE 6.20)
ril
-L�/ NO SCALE
NOTE:
STRUCTURAL STONE SHALL BE NCDOT
(CLASS "B") STONE FOR EROSION
CONTROL PURPOSES. SEDIMENT
CONTROL STONE SHALL BE NCDOT #5
OR #57 STONE.
WIRE FENCE .
2
I 3
CONSTRUCTION SPECIFICATION
1.
GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND
SIDE TO SIDE.
2.
INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT
F`0*
TRAP (PRACTICE 6.62, SEDIMENT FENCE OF THE NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL).
3
DRIVEN A DEPTH OF 24 SPACED
-
ATEEL MAXIMOUMT OF 40 FEDETBE
APART, AND0DES OF THE
1 STALLED UP THE SIDES
BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES
HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES
SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4.
INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND
OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY
USE 2 BAFFLES.
5.
WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP
OF THE MEASURE TO PREVENT SAGGING.
6.
WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A
SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE
LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN
PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A ROPE AND A
SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
7.
THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A
TRENCH OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES.
8.
DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS
THE BASIN.
HORIZONTAL METAL
POST WIRED SECURELY
TO VERTICAL POSTS
CG101 "HOG WIRE ATTACHED
TO POSTS WITH
WIRE FENCE POST LENGTHS OF WIRE
SILT FENCE SILT FENCE
IH
MAINTENANCE
1. INSPECT BAFFLES DAILY AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A
BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING
CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED
STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA BAS BEEN PROPERLY STABILIZED.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING
THE AREA TO GRADE, AND STABILIZE IT.
TOP OF BAFFLE SHOULD
BE 6" HIGHER THAN THE
BOTTOM OF THE SPILLWAY
NOTES:
1.
DRIVE STEEL FENCE POST AT LEAST
24" INTO SOLID GROUND
2.
WOOD POSTS ARE NOT ACCEPTABLE.
3.
USE STAPLES 1' APART TO ATTACH
FABRIC TO "HOG WIRE" BAFFLE
4.
SPACED AS PER APPROVED PLAN.
5.
MATTING: PROVIDE MATTING TO MEET
THE FOLLOWING
REQUIREMENTS: 100% COCONUT FIBER (COIR) TWINE WOVEN INTO
HIGH STRENGTH MATRIX
THICKNESS
0.30 IN. MINIMUM
TENSILE STRENGTH
1348 X 626 LB/FT MINIMUM
ELONGATION
34% X 38% MAXIMUM
FLEXIBILITY (MG -CM)
65030 X 29590
FLOW VELOCITY
OBSERVED 11 FT/SEC
WEIGHT
20 OZ/SY
SIZE
6.6 X 164 FT (120 SY)
"C" FACTOR
0.002
OPEN AREA (MEASURED)
50%
COIR FABRIC
BAFFLE (TYP.)
SEDIMENT PIT
EARTH BERM
5' CREST WIDTH
INLET ZONE
(35% OF SURFACE AREA)
FIRST CHAMBER
(25% OF SURFACE AREA)
RIP RAP STONE J SECOND CHAMBER
WEIR, SEE DETAIL (25% OF SURFACE AREA)
THIS SHEET
OUTLET ZONE
(157 OF SURFACE AREA)
SEDIMENT CONTROL 2, BAFFLE INSTALLATION - STEP 1 BAFFLE INSTALLATION - STEP 2 PERSPECTIVE VIEW
STONE TOP VIEW BAFFLE DETAIL
WIRE FENCE - n r, SILT FENCE
1' MIN.
F W 2
1�,1r
SEDIMENT CONTROL 3' MAX.
STONE
STRUCTURAL STONE
,,SILT FENCE OUTLET
(NCDENR ESCPDM PRACTICE 6.65)
�` NO SCALE NCDOT CLASS A OR B CG101
CONSTRUCTION SPECIFICATIONS: 9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION CONTROL STONE ° ?,� a Cr
� z
1. CLEAR. GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET f
SEDIMENT CONTROL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING PROTECTION TO DIVERT SEDIMENT LADEN WATER TO THE UPPER END N a
STONE HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY
IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED 10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS FILTER SECTION A -A 1.5'
DISPOSAL AREA. DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE FABRIC A MIN
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR z °
NO 10 SHALL ROOTS. WOODY VEGETATION, ORGANIC MATTER, AND OTHER THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET
B
EMERGENCY BYPASS 6" OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 SECTION FLUSH WITH THE SURROUNDING GROUND. AND SHAPE THE °
INCHES. AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 CENTER TO CONFINE THE OUTFLOW STREAM. FILTER °
BELOW SETTLED TOP OF DAM FABRIC
OVERFILL 6 FOR INCHES TO ALLOW FOR SETTLEMENT. 11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE
SETTLEMENT 3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. A
CONNECTION BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY 12. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE CONSTRUCTION SPECIFICATIONS
DESIGN SETTLED TOP ��� WEIR LENGTH USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
SEE TA1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
BLE ON SHT. CG101 RIPRAP STRUCTURE AND SOIL. AFTER CONSTRUCTION. FOUNDATION. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND
4'-0" . PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND THE SOIL. 13. SHOW' THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE LEVEL
MIN. EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES SEDIMENT CLEANOUT LEVEL (1/2 THE DESIGN DEPTH) ON THE PLANS 2. WHERE THE DAM ABUTS THE CHANNEL BANKS. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE
< � 2:1 SIDE TO THE TOP OF THE DAM; OR AND MARK IT IN THE FIELD. DITCH BANKS TO KEEP OVERFLOW
J EXCAVATE A KEYWAY TRENCH ALONG THE CENTER LINE OF THE 14. INSTALL POROUS BAFFLES AS SPECIFIED IN DETAIL B2 ON SHEET
o �o ¢ J% 0 SLOPE MAX. SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF 3. WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL.
N N, < 0 11 SIDE SLOPE MAX. C-502. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM
«� THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
EXISTING GROUND 3'-0" FEET WIDE WITH 1: I SIDE SLOPES. MAINTENANCE: 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM. CONSIDERING THAT WATER
FILTER FABRIC �� 4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE WILL FLOW OVER AND AROUND THE DAM PRACTICE 6.41, MIN. SPILLWAY TO FACILITATE SEDIMENT CLEANOUT. 15. INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST DAILY AND AFTER ( OUTLET STABILIZATION STRUCTURE).
5. ALL CUT AND FILL SLOPES SHOULD BE 2: 1 OR FLATTER. EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE TRAP TO 7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS,
STONE SECTION HAS A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
NCDOT #5 OR # 57 WASHED 5'-0" SLOPES OF 1: 1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
SECTION. THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA. AND REPLACE MAINTENANCE
STONE 1 FOOT THICK MIN. 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS
AS SHOWN ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE 16. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
AROUND THE EDGES OF THE DAM.
EXCAVATED OD ?� FLOW TO EXISTING GRADE TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS 2. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A
STORAGE VOLUME �8 �o �� r, >< SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINED
A (SEE TABLE FOR o INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY AND PAVED CHANNELS. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
STORAGE DEPTH z ASSURE DESIGN CAPACITY. ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY PREVENT DAMAGE )
SHEET CG1 8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MUSTBE REPLACED IMMEDIATELY.
FILTER MIXTURE OF STONE WITH A D50 SIZE OF 9 INCHES (NCDOT CLASS B 17. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY 3. TO CHANNEL VEGETATION. ALLOW THE CHANNEL TO DRAIN THROUGH
FABRIC EROSION CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING ""�'A'RI-
OUTLET SECTION SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN °
SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, AND ,.�''���,,,IIIIIIIII,,,O<� <
CROSS SECTION A -A 2 X WEIR WIDTH SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. STABILIZE PROPERLY. DESIGN HEIGHT AND CROSS SECTION ° o �oFEssi0 -
THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
»w TEMPORARY SEDIMENT TRAP WEATHER -RESISTANT. 3357
ww TEMPORARY CHECK DAM ; ,=.,s.top;
N (NCDENR ESCPDM PRACTICE 6.60) (NCDENR ESCPDM PRACTICE 6.83) �'''°�"�
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PLATE
REFERENCE
NUMBER
C-502
SHEET 15
Y
4
Y
Y

I 2 I 3
4
6'
5
D 1 JOINT SPACING SHALL NOT EXCEED 15
CONCRETE (SEE NOTE 2 FEET. LENGTH TO WIDTH RATIO SHALL NOT
FOR THICKNESS) EXCEED 1.25. ALL ODD SHAPED SLABS
SHALL BE REINFORCED WITH WWF. SEE
4" AGGREGATE BASE COURSE REINFORCED SLAB DETAIL SHOWN ON
T.
" "" SHEET C-503. 3 4 INCH EXPANSION
o...o.::o.:.o..
JOINT MATERIAL SHALL BE INSTALLED
/ WHERE CONCRETE PAVEMENT ABUTS
COMPACT SOIL STRUCTURES.
2. CONCRETE PAVEMENT SHALL BE 6 INCHES
THICK. POL PARKING CONCRETE PAVEMENT
SHALL BE 8 INCHES THICK AND SHALL
BE REINFORCED WITH WWF, 6X6-W4XW4
IN CENTER OF SLAB.
CONCRETE PAVEMENT
C1
NO SCALE 0101
BROOM FINISH
C 1/4" R ,
6 �
e
SLOPE TO DRAIN 1/4": 1' - 0" _ /I D n e e e d e 1
SUBGRADE
FINISHED GRADE, SLOPE
AWAY FROM SIDEWALK (TYP.)
8" BASE COURSE
BITUMINOUS SURFACE
PROJECTION
lj�
AND/OR BASE COURSE
(WHEN CURB IS �I
SLOPE (HOT PLANT MIX)
NOT SPECIFIED)
8" COMPACTED
AGGREGATE
OM04
BASE COURSE
COMPACTED
SUBGRADE
NOTE:
1. BITUMINOUS PAVEMENT
SHALL BE IN ACCORDANCE WITH
SPECIFICATION SECTION
32 10 00 (BITUMINOUS CONCRETE
PAVEMENT).
2. COMPACT SUBGRADE TO 95% OF ASTM D 1557. AGGREGATE
BASE MATERIAL SIZE NCDOT TYPE "A". ASPHALT SURFACE
SHALL BE NCDOT TYPE
SF9.5A OR SF9.5B.
3. SEE TABLE FOR PAVEMENT SECTION DEPTH.
LIGHT
DUTY
PAVEMENT
HEAVY
DUTY
PAVEMENT
NCDOT TYPE SF9.5A OR SF9.5B SURFACE COURSE
2"
2"
NCDOT TYPE I-19.OB BASE COURSE
N/A
3"
NCDOT TYPE "A" AGGREGATE BASE MATERIAL
8"
8"
BITUMINOUS CONCRETE SECTION
NO SCALE C1101
12"
CONCRETE SIDEWALK
NO SCALE C1101 60
NOTE:
STANDARD R7-8A RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20-37.6 SIGNS
MUST E INSTALLED IN FRONT OF THE HANDICAPPED PARKING SPACES. VAN ACCESSIBLE
SIGN(S) MUST BE PROVIDED IN FRONT OF VAN ACCESSIBLE SPACES.
�1
EDGE OF PAVEMENT
PAINT SYMBOL
WHITE
3" WIDE WHITE
STRIPES 18"
SPACING @ 45'
TYPICAL VAN ACCESSIBLE HANDICAP
PARKING DETAILS
NO SCALE
N M W
ww¢
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Z UI W
00D VI
N N «
« « «
C1101
RESERVED
PARKING
HANDICAP SIGN (R7-8�
8" WHITE THERMOPLASTIC
PAVEMENT MARKING
(TYPICAL BOTH SIDES)
NCDOT STD. DROP `—
INLET WITH FRAME
AND GRATE
INLET PIPE INVERT
(SEE PLANS)
fV
0
' WHITE THERMOPLASTIC
CEMENT MARKING
PICAL)
OUTLET PIPE
INVERT (SEE
PLANS)
CROSSWALK PAVEMENT MARKING � DROP INLET SUMP DETAIL
NO SCALE C1101 �J NO SCALE CG101
O
COLORS:
BACKGROUND WHITE
LETTERING - 'GREEN
SYMBOL - WHITE WITH BLUE BACKGROUND
BORDER - GREEN
BACK OF SIGN - PAINTED BROWN
HANDICAP PARKING SIGN
NO SCALE
0
SOLID HEAVY DUTY
ACCESS OPENING
FIN PAVEMENT
��— GROUT RCP INTO
OIL1WATER �HAMBER REMOVAL
I EII''ARATOR 1I 1 4 ,
200
=III=11 . P 3) _I I J I I I I I ;. • J I IJ I
'
`'
=1
`
=1 I
•
`'
24"0 RCP CLASS
I
IE3 I
I I
�
IV (TYP. 3)
II 11
6" PVC INLET
OIL RETAINING
1
6" PVC OUTLET
11 I
=
BAFFLE
_
IIIIII
PVC
I II
WI
'
)VENT
TYP. 2
I I
SEPERATOR VAULT
I
'
SEDIMENT WEIR
FLOW DIFFUSER
•'
"
BAFFLE 11= I
=1
OIL/WATER SEPARATOR
U
I E
_'.
)
SHALL BE DESIGNED FOR
I
SEPARATOR TO BE
`
A HS-20 LOADING
CLASSIFICATION
API GRAVITY STYLE
—III
••
.. ..
III I —III=1IElII
III III
IIE111
NOTE:
THE DESIGN OF THE OIL WATER
SEPARATOR SHALL BE ACCORDING TO REQUIREMENTS OF THE
AMERICAN
PETROLEUM
INSTITUTE
(API).
DESIGN SHALL BE BASED ON A
FLOW RATE OF 275 GPM
AND AN OIL DROPLET SIZE OF 150
MICRONS.
THE API OIL
WATER
SEPARATOR SHALL BE
DESIGNED
FOR A HS-20 LOADING
CLASSIFICATION CONSTRUCTION AND
SUITABLE FOR UNDERGROUND
INSTALLATION. SEPARATOR SHALL
BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
C1101 , POL PARKING API OIL WATER SEPARATOR DETAIL
NOT TO SCALE
CG101
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PLATE
REFERENCE
NUMBER
C-506
EET 19
Y

r
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SSSYSTIMESS
SSUSERNAMESS

_ 1 I 2 I •- - 3 it I 4 I 5
1
v
n
C
1:
0
36" PERFORATED
HDPE PIPE (TYP)
SEDIMENT CLEAN -OUT
(TYP)
O z 2
FINISHED GRADE
WASHED NO. 57
STONE
Z:7r-- ELEV = 319.50'
1
MinI
• ,
1
6" CLEAN SAND
44' `�
NOTE:
1. WRAP NO. 57 STONE WITH NON -WOVEN GEOTEXTILE FABRIC ON ALL SIDES AND OVERLAP 18".
2. CONTRACTOR CAN PROVIDE AN ALTERNATIVE INFILTRATION SYSTEM, IF APPROVED BY THE ENGINEER, NCDENR
DWQ, AND IF THE VOLUME OF THE SYSTEM IS PROVIDED AND DRAWDOWN TIME MUST BE LESS THAN 5
DAYS. CONTRACTOR SHALL PROVIDE ALL SUPPORTING CALCULATIONS FOR ALTERNATE INFILTRATION SYSTEM,
FOR REVIEW AND APPROVAL BY THE ENGINEER.
3. VOLUME = 17,812 CIF
* LOAD BEARING CONCRETE COLLAR FRAME & GRATE
14/ %P W `11
CORR
GATED
HDPEURISER
UNDISTURBED
EARTH �; I
C LATERAL
* LOAD BEARING CONCRETE
r`I CAAIN IT
UNDISTURBED EARTH LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED
vi 1I II I I I IIC LATERAL 'N TRAFFIC AREAS SUCH THAT THE LIVE 1,1 TRANSMITTED
/I II I I I I TO THE I SURROUNDING1 1 NOT DIRECTLY1 THE
------------------------
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_
I
TRENER
SYSTEM SYSTEM
11-7 7
INFILTRATION GALLERY
NO SCALE C13101
0
TURN DOWN FABRIC
9" (TYP.)
GEOTEXTILE FABRIC
I=I
SUBGRADE
SEE PLAN FOR DITCH 7.0' CHAIN
GRADE LINK FENCE
PERFORATED PVC PIPE
WITH FILTER FABRIC SOCK
(SEE PLAN FOR SIZE) 3"(MIN) NCDOT
#57 STONE
I PERFORATED PVC PIPE WITH FILTER
FABRIC SOCK (SEE PLAN FOR SIZE)
CONNECT TO DOWNSPOUTS-49
SEE SHEET CG101 FOR INVERTS
AT REAR OF OSB III=III
3'(MIN.) ON ALL SIDES OF = _ _
PIPE
SECTION VIFW FACING NORTH
UNDERDRAIN SYSTEM BEHIND OSB
NOT TO SCALE
OPENING (F/F)
LENGTH (L)
GATE POSTS (G)
BAYS/OVERHANG
37'-0"
53'-3"
16'-0"
5 (FABRIC)/ 2 (W/0)
SLIDE
L
1'-0"X1'-8" CONC FTG
f/F
OVERHANG
MIT FABRI(
CHAIN LINK
2" SQ TOP BARBED WIRE
TRUCK
ARM EXTENSION
BRACKET ASSY
1 WX
Q
U M
2" X 4" TUBE RAIL
2" TUBE BRACING
TRUSS ROD STEEL
MANUALLY OPERATED SLIDING GATE
NOT TO SCALE
NOTE: SUPPORT ARM OF
OUTRIGGER
INSIDE COMPOUND
1'-O" DIA CON FTG OUTSIDE COMPOUND
CONT CONC WALL
TRUCK ASSY
Q 2" SQ" TUBE
=O
2" X 4" FRAME
a SECTION A -A
ROLLER ASSY
2" X 4" FRAME
12" WIDE 12" DEEP
CONT CONC WALL
................... 2
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PLATE
REFERENCE
NUMBER
C-508
SHEET 21
r
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SSOGNSPECSS
SSSYSTIMESS
SSUSERNAMESS