SW6130306_APPROVED PLANS_20130416

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &,&Ow�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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US ARMY CORPS 0 EN RS US VEHICLE REGISTRATION
SOCOMRESIDENTE INEER -414
RECYCLING AREA
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POST ACCESS CONTROL POINT (ACP) PLAN
TPg9 TRANSFER STATION
ACP NUMBERS 1, 4, 7, 8,11, 18 OPERATES 24HRSI 7 DAYS A WEEK = ALL PROCESSING
ADP" / ACP NUMBERS 3, 9, 10 OPERATES 24HRSI 7 DAYS A WEEK = DECALS ONLY
LEGEND: * ACP NUMBERS 2, 8A,12 OPERATES 16HRSl 5 DAYS A WEEK = DECALS ONLY
CONTRACTOR HAUL ROAD TRUCK PLAZA OPERATES 24HRSI 7 DAYS A WEEK= TRUCK INSPECTION PLAZA
MAJOR ROADS PROJECT g AND TRUCK
CONTROL INSPECT( POINT (ACP)
SITE AND TRUCK INSPECTION PROAD CLOSED WITH GATES OR BARRIERS
STREETS p a ACCESS CONTROL POINT (ACP) 85
RAILROADS AND VEHICLE REGISTRATION
ACPof4
INSTALLATION BOUNDARIES ADS,
PROPOSEDSOFBATTAUONIIIIIII� ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE
® INTERSTATE ROUTE OPERATIONS COMPLEX
" A DECAL, HAVE A TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS
U. S. ROUTE ACM COMMERCIAL OR PRIVATELY OWNED VEHICLES REQUIRE REGISTRATION.
87 STATE ROUTE
LAKES FT. BRAGG CANTONMENT CONTRACTOR HAUL ROUTE
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"Dw DESCRIPTION OF CONTRACTOR HAUL ROUTE FROM BORROW AREA & LANDFILL TO
PROJECT SITE:
•�" '� 1. NORTH ON LAMONT ROAD
2. EAST ON GRUBER RD.
3. CROSS LONGSTREET RD.
4. SOUTH ON REILLY ST.
5. EAST ON SON TAY RD.
PROJECT HAUL ROUTE O CONTRACTOR MUST GO THROUGH ACP#1TOENTER LANDFILL AND RECYCLING
AND STAGING AREA CENTER
N.T.S.
ABBREVIATION LEGEND:
AASHTO
AMERICAN ASSOCIATION OF STATE
INV.
INVERT
HIGHWAY AND TRANSPORTATION OFFICIALS
NOI
NOTICE OF INTENT
ABA
ARCHITECTURAL BARRIERS ACT
NOT
NOTICE OF TERMINATION
ATFP
ANTI -TERRORISM FORCE PROTECTION
NPDES
NATIONAL POLLUTANT DISCHARGE
BMP
BEST MANAGEMENT PRACTICES
ELIMINATION SYSTEM
CLIII
CLASS THREE
N.T.S.
NOT TO SCALE
COMM MH
COMMUNICATIONS MANHOLE
OHE
OVERHEAD ELECTRICAL LINES
CO
CLEANOUT
PP
POWER POLE
DIP
DUCTILE IRON PIPE
RCP
REINFORCED CONCRETE PIPE
EL.
ELEVATION
SS MH
SANITARY SEWER MANHOLE
FL
FLOWLINE
ST MH
STORM SEWER MANHOLE
FH
FIRE HYDRANT
TYP.
TYPICAL
FPS
FEET PER SECOND
UP
UNDERGROUND POWER
G
GAS LINE
UT
UNDERGROUND TELECOMMUNICATIONS
HC
ACCESSIBLE PARKING
V
VELOCITY
HGL
HYDRAULIC GRADE LINE
YI
YARD INLET
H.P.
HIGH POINT
NOTE:
FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE PERMANENT OR TEMPORARY
STABILIZATION SHALL BE COMPLETED WITHIN 7 CALENDAR DAYS AS TO THE SURFACE OF ALL
PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO VERTICAL (3:1) AND
14 CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE.
PRINTED NAME
CORPS OF ENGINEERS
PRINTED NAME
WATER MANAGEMENT BOARD
PRINTED NAME
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL AND NATURAL RESOURCES
I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR
AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES AND THE DOCUMENT
"EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL," PUBLISHED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES AS OF JANUARY 1 OF THE YEAR IN WHICH THE
LAND -DISTURBING ACTIVITY WAS PERMITTED,
SIGNATURE BLOCK DATE
PRINTED NAME
NORTH CAROLINA
SYMBOL LEGEND:
EXISTING SINGLE WING CURB INLET
EXISTING DOUBLE WING CURB INLET
EXISTING YARD INLET
EXISTING SANITARY SEWER MANHOLE
_
EXISTING POWER POLE
EXISTING SPOT ELEVATION.5
EXISTING COMMUNICATIONS MANHOLE
EXISTING WATER LINE VALVE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
FH
SPOT ELEVATION
6.50
SLOPE INDICATION
3:1
SPHW - SLOPE PAVED HEADWALL
JB - JUNCTION BOX
GI - GRATE INLET
B
STMH - STORM MANHOLE
ST
SSMH - SANITARY SEWER MANHOLE
ss
COMMUNICATION MANHOLE
CONCRETE PAVING
CONCRETE SIDEWALK
SITE LIGHTING
HANDICAP PARKING
TRAFFIC SIGN
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Chit and Structural Enginsara
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LBYO PROJECT N0.
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LINEWORK LEGEND:
EXISTING BUILDING
EXISTING COMMUNICATIONS - -
EXISTING STRIPING ---
EXISTING FENCELINE ---- - -------------
EXISTING GAS LINE _
EXISTING POWER LINE
EXISTING SANITARY ------
SEWER LINE
EXISTING WATER LINE
EXISTING STORM LINE
EXISTING TREE LINE
EXISTING CONTOUR - �0
MAJOR
EXISTING CONTOUR - --- -- -----
MINOR
PROPOSED CONTOUR - 100
MAJOR
PROPOSED CONTOUR -
MINOR
MATCHLINE
CONSTRUCTION LIMITS
ATFP FENCE (SEE DETAILS)
EXISTING FENCE ---- -- -
NOTE:
CONTRACTOR TO COORDINATE WITH ADJACENT
CONSTRUCTION PROJECTS PN71224 AND PN69573 AND
VERIFY EXISTING CONDITIONS AT PROJECT EDGES.
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r PLATE REFERENCE 1,
NUMBER
G-003
SHEET 3 J
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2
3
4
5
SITE DEMOLITION NOTES:
1. LBYD, INC. SHALL NOT HAVE AUTHORITY OVER THE SITE OR BUILDING CONTRACTOR'S WORK OR
RESPONSIBILITIES. LBYD IS NOT RESPONSIBLE FOR SITE SAFETY PROCEDURES OR METHODS OF
CONSTRUCTION.
2. ALL EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND OTHER UTILITIES MAY
EXIST. CONTRACTOR MUST HAVE EXISTING UTILITIES LOCATED BY UNDERGROUND LINE LOCATORS AS
WELL AS FIELD VERIFIED BY ONSITE PERSONNEL PRIOR TO ORDERING MATERIALS OR BEGINNING
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO LBYD,
3. EXISTING UTILITIES TO REMAIN MAY BE LOCATED WITHIN PROPOSED DEMOLITION AREAS. CONTRACTOR
SHALL USE EXTREME CAUTION WHILE WORKING IN THESE AREAS TO ASSURE NO UTILITY SERVICE
INTERRUPTIONS TO FACILITIES THAT REMAIN OR TO ADJACENT PROPERTIES.
D 4. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE REMOVED UNLESS
SPECIFICALLY NOTED,"TO REMAIN".
5. CONTRACTOR TO COORDINATE WITH COE PRIOR TO ANY DEMOLITION REGARDING ITEMS TO BE
SALVAGED, RECYCLED, AND REUSED. CONTRACTOR SHALL REMOVE ITEMS TO BE SALVAGED WITH
EXTREME CAUTION TO PREVENT DAMAGE. CONTRACTOR SHALL TURN ALL SALVAGED ITEMS OVER TO
OWNER.
6. REFER TO SITE GRADING AND UTILITY PLANS FOR PROPOSED UTILITY AND DRAINAGE INSTALLATION AND
REMOVAL.
7. REFER TO LAYOUT PLANS FOR ADDITIONAL INFORMATION RELATING TO EXTENTS OF PAVING, CURB,
SIDEWALKS, HARDSCAPES, ETC. REMOVE EXISTING CURBS AS NEEDED TO INSTALL PROPOSED
IMPROVEMENTS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, RELOCATION, ADJUSTMENT, OR PROTECTION
OF ALL ABOVE AND BELOW GROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
PROPOSED IMPROVEMENTS UNLESS NOTED.
9. ABANDONED OR EXISTING UTILITY LINES FOUND TO BE UNDER THE FACILITY FOOTPRINT OR INTERFERE
WITH THE PROJECT SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.
10. ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND DISPOSED OF AT LEAST
WEEKLY IN A LEGAL AND APPROVED MANNER.
11. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL DISPOSAL PERMITS AND REGULATION REQUIREMENTS,
12. ALL EXISTING PAVING, CURBS, HARDSCAPE, ETC. SHALL BE SAW CUT AT THE LIMITS OF REMOVAL IN
ORDER TO PROVIDE A CLEAN EDGE. EXISTING PAVING AT EDGE SHALL BE MILLED BACK A MINIMUM OF 8"
TO ASSURE SMOOTH TRANSITION.
13, EROSION AND SEDIMENT CONTROL BMP'S SHALL BE IN PLACE AND APPROVED BY THE CONTRACTING
OFFICER'S REPRESENTATIVE PRIOR TO INITIATING DEMOLITION WORK.
14. IF MUNITIONS ARE FOUND ON SITE DURING CONSTRUCTION THE CONTRACTOR IS TO STOP WORK AND
CONTACT THE OESS CONSTRUCTION SUPPORT CONTACT IMMEDIATELY.
C
ACCESS AND SAFETY NOTES:
1. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES, AND EQUIPMENT IS ILLUSTRATED
ON THIS SHEET. ACCESS ROUTES MAY BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS
ON POST OR ON THE AIRFIELD. POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH THE
CONTRACTING OFFICER.
2. CONTRACTOR'S STAGING AREA SHALL BE SUBJECT TO APPROVAL OF CONTRACTING OFFICER'S
REPRESENTATIVE. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE PROJECT WORK
AREA. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT
AND VEHICLES SHALL BE PARKED IN THE CONTRACTOR'S STAGING AREA.
3. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL
TIMES FROM THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE AND
FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE
HAUL ROAD LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.
4. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS
EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY
VEHICLE'S RESPONSE TIME.
5. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM DEBRIS CAUSED FROM
CONSTRUCTION ACTIVITY ON A DAILY BASIS.
6. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING CONSTRUCTION SHALL BE
RESTORED TO ORIGINAL OR BETTER CONDITION OF EXISTING SITE.
7. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY POLICE WHEN ENTERING
THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL ENTERING FORT BRAGG MUST HAVE A VALID
PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE
B CURRENTNALID REGISTRATION, CURRENTNALID INSURANCE, AND CURRENTNALID DRIVER'S LICENSE FOR
THE OPERATOR.
8. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE ANY
GOVERNMENT -OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE WORK.
9. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE
CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING
WORKING HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE
CONTRACTOR'S RESPONSIBLE REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS BY PHONE.
WHEN THE CONTRACTOR REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE
REPRESENTATIVE SHALL BE PROVIDED.
10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS AND STREET
CROSSINGS BY USING BARRICADES APPROVED BY THE CONTRACTING OFFICER.
11. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCK PILES
WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF.
12. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY PAINTED DESIGNS,
INSIGNIAS OR OTHER COMPANY MARKINGS, AS REQUIRED BY COR.
13. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN
MOVING IN REVERSE.
14. ONLY RUBBER -TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN.
15. NO PEDESTRIAN TRAFFIC INSIDE THE CONSTRUCTION LIMITS WILL BE PERMITTED WITHOUT COORDINATION
WITH THE CONTRACTOR AND CORPS OF ENGINEERS.
16. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION EQUIPMENT OR CONSTRUCTION TRAFFIC
SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HISIHER OWN EXPENSE TO
THE SATISFACTION OF THE CONTRACTING OFFICER.
17. CONTRACTOR SHALL SUBMIT A TRAFFIC PLAN FOR APPROVAL TO THE CONTRACTING OFFICER PRIOR TO ANY
ROAD CLOSURES.
18. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND
FORCES.
19. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH
A REFLECTIVE TAPE AND CONES ACCEPTABLE TO THE CONTRACTING OFFICER.
20. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS AND UNITED STATES ARMY CORPS OF ENGINEERS (USACE) SAFETY
MANUAL EM385-1-1.
21. ALL CONSTRUCTION WORK IMPOSING A ROADWAY SAFETY HAZARD SHALL BE IN COMPLIANCE WITH THE
FORT BRAGG IDG POLICY FOR WORKZONE SAFETY AND TRAFFIC CONTROL.
22. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE SPECIFICATIONS
AND USACE SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 WITH HIS/HER PROJECT SCHEDULE.
THE SAFETY PLAN SHALL IDENTIFY THE FOLLOWING ITEMS:
1. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES.
2. TEMPORARY MARKINGS TO BE USED, IF ANY.
3. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.
4. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH THE CONTRACTING OFFICER.
GRADING NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING.
2. ALL TOPSOIL SHALL BE STRIPPED WITHIN THE PROPOSED LIMITS OF GRADING AND SHALL
BE STOCKPILED ON -SITE IN AN APPROVED LOCATION FOR LATER USE WITH ANY EXCESS
TO BE DISPOSED OF OFF -SITE ONCE ALL LANDSCAPED AREAS HAVE BEEN BROUGHT TO
FINISH GRADE UNLESS OTHERWISE NOTED ON THE PLANS.
3. SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK PER THE
SPECIFICATIONS AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING
FILL. ANY AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE
(ORGANIC, SOFT, WET, LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND
REPLACED, OR MOISTURE CONDITIONED AND COMPACTED TO THE SPECIFIED DENSITY
AND MOISTURE CONTENT.
4. ALL EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH AS REQUIRED BY
SPECIFICATIONS AND RECOMPACTED TO THE SPECIFIED DENSITY AND MOISTURE
CONTENT.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER IT HAS
BEEN INITIALLY PREPPED DUE TO INCLEMENT WEATHER AND CONSTRUCTION TRAFFIC.
6. COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES)
SHOULD BE BACKFILLED AND COMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE
CONTRACTOR'S GEOTECHNICAL ENGINEER. STONE BACKFILL SHALL BE INSTALLED IN 12"
LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR
7. CLEARING LIMITS SHALL BE 5' OUTSIDE OF ALL PROPOSED GRADED AREAS OR NOT
BEYOND THE PROPERTY LINES WHICHEVER IS LESS.
8. NO GRADING OFFSITE OR IN ANY ROAD RIGHT-OF-WAY WITHOUT PROPER APPROVALS
AND PRIOR NOTIFICATION.
9. COORDINATE THE SEQUENCING OF ALL GRADING OPERATIONS WITH THE EROSION
CONTROL PLAN.
10. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN
ANY DIRECTION. SLOPE IN THE DIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES
SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.
11. ALL GRADING ADJACENT TO EXISTING OR PROPOSED BUILDINGS SHALL BE SLOPED
AWAY FROM THE STRUCTURES AT A MINIMUM OF 1.0% GRADE. THE CONTRACTOR SHALL
ASSURE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES OR AS PER THE RFP.
NOTIFY LBYD OF ANY DISCREPANCIES.
12. PROPOSED GRADES INDICATED ON THIS PLAN ARE TO FINISH GRADE. THE CONTRACTOR
SHALL MAKE SUBGRADE ADJUSTMENTS FOR TOPSOIL, PAVING, BUILDING PAD, ETC.
13. FILL SLOPES SHOULD BE BENCHED INTO THE EXISTING SLOPES AND SHOULD BE
COORDINATED WITH THE ONSITE ENGINEERING FOR DEPTH OF BENCH INTO THE SLOPE.
14. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY BUILDING AND EARTH, PROJECT
NUMBER RD 12-521.
15. UNSUITABLE MATERIAL REFERS TO MATERIAL THAT IS NOT SUITABLE FOR BUILDING OR
PAVEMENT SUPPORT FOR REASONS ASSOCIATED WITH MATERIAL PROPERTIES, SUCH AS
HIGHLY PLASTIC SOILS, "FAT" CLAYS, ORGANICS, AND OLD FILL. MATERIAL WHICH IS
OTHERWISE SUITABLE, BUT ABOVE THE OPTIMUM MOISTURE AND REQUIRES MOISTURE
CONDITIONING PRIOR TO USE AS ENGINEERED FILL SHALL NOT BE CONSIDERED AS
"UNSUITABLE". COORDINATE WITH THE SPECIFICATIONS AND THE APPROVED TESTING
LAB.
16. DEWATERING, IF NECESSARY, SHALL BE SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING
EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING
PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING,
UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. REROUTE
SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS, DO NOT ALLOW WATER TO
ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY
DRAINAGE DITCHES. INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND
CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS
NO LONGER REQUIRED. COORDINATE ANY DEWATERING WITH THE SWPPP PLANS.
17. GRADING ADJACENT TO THE BUILDING SHALL BE COORDINATED WITH ARCHITECTURAL
AND STRUCTURAL DRAWINGS FOR FOUNDATION WALLS, DRAINS, AND OTHER
CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
18. THE FINISHED GRADE ADJACENT TO THE BUILDING SHALL BE A MINIMUM OF 6" BELOW
FINISHED FLOOR, EXCEPT WHERE GRADES ARE REQUIRED ON WALKWAYS AND
ENTRANCES TO BUILDINGS.
19. PRESENT AN EXCAVATION PERMIT, FB FORM 1605, TO THE RESIDENT ENGINEER FOR
APPROVAL BY THE FACILITIES ENGINEER PRIOR TO ANY EXCAVATION THAT PENETRATES
THE GROUND BY 6 OR MORE INCHES. PERMIT IS COORDINATED THROUGH THE
ENVIRONMENTAL BRANCH OF THE DIRECTORATE OF PUBLIC WORKS.
20. CONTRACTOR TO ADJUST ANY EXISTING UTILITY LIDS/MANHOLE TOPS (TO REMAIN) TO
MATCH PROPOSED FINISHED GRADE.
SPECIAL NOTES:
1. CONTRACTOR SHALL INSTALL TEMPORARY 8' CONSTRUCTION FENCE WITH FABRIC
AROUND SITE AND WITHOUT FABRIC AROUND LAYDOWN AREA. COORDINATE WITH C.O.E.
FOR BASE STANDARDS. TO BE REMOVED UPON COMPLETION OF CONSTRUCTION.
2. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF
EXISTING UTILITIES TO REMAIN.
3. THESE DRAWINGS REFER TO ARCHITECTURAL, STRUCTURAL, AND OTHER PLANS, WHICH
ARE NOT INCLUDED IN THIS SET. THE PLANS REFERRED TO ARE TO BE INCLUDED IN
FUTURE SUBMITTALS AND WILL BE COORDINATED WITH THIS SET.
4. CONTRACTOR TO COORDINATE WITH ADJACENT CONSTRUCTION PROJECTS PN71224 AND
PN69573 AND VERIFY EXISTING CONDITIONS AT PROJECT EDGES.
LAYOUT NOTES:
1. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT
PROPERTIES AND IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS ON OR
OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
2. CONTRACTOR SHALL VERIFY SITE BOUNDARY AND EXISTING TOPOGRAPHY. NOTIFY
PRICES R ORDERING
ARCHITECT F ANY DISCREPANCIES PRIOR TO SUBMITTING C S 0 0 0
MATERIALS
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY
CORNERS. ANY REPLACEMENT WILL BE AT THE CONTRACTOR'S EXPENSE.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS
REQUIRED TO CONSTRUCT THIS PROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE
IN -HAND PRIOR TO CONSTRUCTION.
5. ALL HANDICAP ACCESS ROUTES MUST CONFORM TO THE LATEST ABA & ADA REQUIREMENTS.
6. THE MAXIMUM SLOPE IN THE DIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES SHALL
NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.
7. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE OUTSIDE FACE OF BUILDING, TO
THE BACK OF CURB, OR TO THE EDGE OF SURFACING UNLESS OTHERWISE NOTED. REFER TO
ARCHITECTURAL PLANS FOR SPECIFIC BUILDING INFORMATION.
8. TOPOGRAPHIC INFORMATION PROVIDED U.S.A.C.E. VIA RFP DRAWINGS AND FIELD LOCATIONS
BY MAPS SURVEYING, LLC.
STORM DRAINAGE NOTES:
1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY
STANDARDS. ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY
WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.
2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF
SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO
OFFSITE AREAS.
3. POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND
DIMENSIONS THAT ARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. IT IS THE
CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE
BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE
SLOPES, OR THE POND VOLUME IS NOT WITHIN THREE (3) PERCENT OF THE DESIGN
VOLUME, THE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT
NO ADDITIONAL COST TO THE OWNER.
4. FIELD DENSITY TESTING FREQUENCIES: ONE TEST FOR EACH 300 LINEAL FEET OR
FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH.
5. EXCAVATED MATERIALS MAY BE RE -USED ONSITE AS FILL MATERIAL PROVIDED IT MEETS
THE REQUIREMENTS OF SPECIFICATION SECTION 3100 00.
6. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL
EXCAVATIONS.
7. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED
BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE DIRECTORATE OF PUBLIC
WORKS, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR
SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE
INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY.
8. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING,
BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE
PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND
TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR
STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS
OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED.
9. ALL EXCAVATIONS OTHER THAN ROAD CROSSINGS SHALL BE MADE BY OPEN CUT UNLESS
OTHERWISE INDICATED, SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH OSHA
REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE PROJECT
GEOTECHNICAL REPORT. ROAD CROSSINGS SHALL BE PER JACK AND BORE METHOD
UNLESS OTHERWISE INDICATED AND APPROVED.
10. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES
AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE
EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER EXCAVATED
MATERIAL WITH SUITABLE SOILS.
11. EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS
MINIMUM 3 FEET BELOW FINISHED GRADE.
12. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY,
COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR
STRUCTURE.
13. ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL.
WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS,
STRUCTURES, FOUNDATIONS, OR SLABS, PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE
DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE
DEPTH.
14. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) ARE TO BE LOCATED
AT THE LOWPOINTS. GRADING SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY
LBYD OF ANY DISCREPANCIES.
15. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM.
VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO
CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.
16. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES AND
POINTS OF CONNECTION PRIOR TO INSTALLATION, LBYD SHALL BE NOTIFIED OF ANY
DEVIATIONS PRIOR TO CONSTRUCTION.
17. ALL STORM PIPES 1"AND GREATER SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP)
BELL AND SPIGOT INSTALLED WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED.
18. ALL FLARED END SECTIONS SHALL BE PER NCDOT STANDARD DRAWINGS.
19. ALL CONCRETE COLLARS SHALL BE PER NCDOT DRAWING # 840.72.
20. ALL BURIED JUNCTION BOXES SHALL BE PER NCDOT DRAWING #1716.01 DEPENDING ON FILL
HEIGHT.
TRAFFIC CONTROL NOTES:
1. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TRAFFIC CONTROL
DEVICES IN ACCORDANCE WITH THE LATEST EDITION AND REVISION OF
PART VI OF THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND THE APPROVED TRAFFIC
CONTROL PLAN FOR ALL CONSTRUCTION WITHIN WORK AREAS SHOWN
AND DESCRIBED IN PART VI OF THE MUTCD.
2. PERMANENT ROADWAY SIGNS OR TEMPORARY CONSTRUCTION SIGNS
WHICH ARE NOT APPLICABLE OR INAPPROPRIATE FOR THE CURRENT
CONDITIONS SHALL BE COVERED OR REMOVED.
3. THE DIMENSIONS SHOWN OR DESCRIBED FOR LOCATING CONSTRUCTION
SIGNS ARE NOMINAL. THE ACTUAL DIMENSIONS SHALL BE ADJUSTED TO
BEST FIT LOCAL CONDITIONS AND PROVIDE MAXIMUM VISIBILITY.
4. IF TRAFFIC CONTROL DEVICES ARE NECESSARY FOR PROPER WARNING
AND TRAFFIC CONTROL AFTER SUNSET, THEN AS A MINIMUM, TYPE "B"
WARNING LIGHTS SHALL BE PLACED ON THE FIRST WARNING SIGN AND
CHANNELIZING DRUM AND TYPE "A" REFLECTIVE SHEETING SHALL BE
REQUIRED ON ALL SIGNS.
5. HAZARDOUS CONDITIONS ON OPEN ROADWAYS SUCH AS PAVEMENT
DROP-OFFS IN EXCESS OF 2"; CONSTRUCTION MATERIALS, VEHICLES, OR
EQUIPMENT STORED OR PLACED WITHIN THE ROADWAY RIGHT-OF-WAY;
AND OPEN TRENCHES ACROSS OR NEAR THE ROADWAY SHALL NOT BE
ALLOWED UNLESS THE CONTRACTOR IS ON SITE AND WORKING, AND
PROPER TRAFFIC CONTROL MEASURES ARE BEING TAKEN.
6. THE CONTRACTOR SHALL KEEP OPEN ROADWAYS CLEAN AND FREE OF
CONSTRUCTION DEBRIS, DIRT, LOOSE GRAVEL OR OTHER MATERIAL
THAT MAY CAUSE HAZARDOUS DRIVING CONDITIONS.
7. TRAFFIC CONTROL DEVICES SHALL MEET THE STANDARD MATERIAL AND
INSTALLATION REQUIREMENTS SPECIFIED IN THE CURRENT EDITION OF
THE AL.D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION.
8. ROADWAYS AND DRIVEWAYS SHALL REMAIN OPEN DURING
CONSTRUCTION. CHANNELIZING DEVICES SHALL BE PLACED AT 10' ON
CENTER ALONG MINIMUM 20' RADII TO CHANNELIZE TRAFFIC INTO AND
OUT OF INTERSECTING ROAD AND DRIVES WITHIN AREAS WHERE
CHANNELIZING DEVICES ARE REQUIRED. TEMPORARY REGULATORY
SIGNS SUCH AS STOP SIGNS AND YIELD SIGNS SHALL BE PLACED AS
NECESSARY FOR PROPER TRAFFIC CONTROL IN ACCORDANCE WITH THE
MUTCD.
UTILITY NOTES:
Aluti i
1. CONTRACTOR SHALL CONTACT FORT BRAGG (910-396-0325) TO LOCATE ALL EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
2. ALL WATER CONSTRUCTION SHALL BE CONSTRUCTED BY OLD NORTH UTILITY SERVICES (ONUS) TO WITHIN 5-FT
OF THE BUILDING. ALL SEWER CONSTRUCTION SHALL BE CONSTRUCTED BY ONUS TO WITHIN 10-FT OF THE
BUILDING. CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER SERVICES WITH ONUS. WATER
DISTRIBUTION - ALL TAPS, METERS, RPZS, PIVS AND VALVES ARE TO BE INSTALLED BY ONUS. SANITARY SEWER -
ALL TIE-INS, MANHOLES, CLEANOUTS.
3. SANDHILLS UTILITY SERVICES (SUS) WILL PROVIDE PRIMARY ELECTRICAL CABLING, TRANSFORMER AND METER.
SANDHILLS WILL PROVIDE SITE LIGHTING OUTSIDE NON -BUILDING MOUNTED AREA LIGHTING. CONTRACTOR WILL
BE RESPONSIBLE FOR PROVIDING ALL SECONDARY CABLING. CONTRACTOR SHALL COORDINATE ALL POWER &
ELECTRICAL SERVICES WITH SUS.
4. CONTRACTOR SHALL CONTACT ONUS ABOUT OBTAINING TEMPORARY CONSTRUCTION WATER.
5. CONTRACTOR SHALL CONTACT SUS ABOUT OBTAINING TEMPORARY POWER FOR CONSTRUCTION TRAILERS.
6. ALL UNDERGROUND COMMUNICATION LINES SHALL BE INSTALLED IN PVC CONDUIT OR CONCRETE ENCASED
DUCT BANK WITH PULL WIRE MEETING NEC AND/OR LOCAL UTILITY COMPANY REQUIREMENTS.
7. GAS SERVICE SHALL BE PER DPW REQUIREMENTS. INFORMATION SHOWN ON CIVIL DRAWINGS FOR REFERENCE
ONLY.
LANDFILL DISPOSAL REQUIREMENTS:
1. FORT BRAGG HAS THREE NON -HAZARDOUS SOLID WASTE DISPOSAL SITES, WHICH ARE PERMITTED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). THEY ARE LOCATED
OFF LAMONT ROAD, WEST OF FORT BRAGG'S CANTONMENT AREA, BETWEEN LONGSTREET AND MCKELLAR
ROADS. TWO OF THE SOLID WASTE SITES ARE PERMITTED LANDFILLS WHICH ACCEPTS WASTE FROM FORT
BRAGG AND POPE AIR FORCE BASE. THESE LANDFILLS ARE FOR CONSTRUCTION AND DEMOLITION DEBRIS
(C&D) AND RECYCLING COLLECTION AREA. THE OTHER PERMITTED SITE IS THE MUNICIPAL SOLID WASTE
(MSW) TRANSFER STATION FOR THE TRANSFERRING THE MSW OFF FORT BRAGG TO AN APPROVED AND
PERMITTED LANDFILL.
2. THE LAMONT ROAD LANDFILL IS OPEN FOR OPERATION BETWEEN THE HOURS OF 7:30 AM AND 3:00 PM,
MONDAY THROUGH FRIDAY EXCEPT FOR THE HOLIDAYS LISTED. THE LANDFILL IS CLOSED ON NEW YEAR'S
DAY, INDEPENDENCE DAY, THANKSGIVING DAY, AND CHRISTMAS DAY.
3. THE CONSTRUCTION AND DEMOLITION LANDFILL IS PERMITTED FOR DISPOSAL OF CONSTRUCTION AND
RENOVATION DEBRIS: PLYWOOD, FIXTURES, ELECTRICAL MATERIALS, DOORS, PAINTED WOOD,
NON -RECYCLABLE CONCRETE, WINDOWS, GYPSUM, SHINGLES, VINYL SIDING, PLUMBING MATERIALS, AND
TREATED WOOD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITHIN THE C&D LANDFILL BY THE LANDFILL
OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR CONTAINED AND WITH MANIFEST
DOCUMENTS BEFORE ACCEPTANCE FOR THE WASTE BEFORE PLACING INTO THE C&D LANDFILL.
CONTRACTOR SHALL NOTIFY LANDFILL 24 HOURS IN ADVANCE OF ASBESTOS DISPOSAL AT 910-396.6873.
YARD WASTE IS NOT ALLOWED IN THE C&D LANDFILL.
4. THE TREE AND YARD WASTE RECYCLING COLLECTION AREA IS PEPMITTED TO ACCEPT YARD WASTE, TREES
CUT IN MANAGEABLE LENGTHS (6), STUMPS, LIMBS (6' LENGTr3), UN -PAINTED AND NON -TREATED WOOD,
GRASS, LEAVES, PINE NEEDLES, PINECONES, AND ANY NATURALLY OCCURRING VEGETATIONS.
5. THE CARDBOARD RECYCLING COLLECTION AREA IS PERMITTED TO ACCEPT ANY TYPE OF CORRUGATED
CARDBOARD, WITH THE FOLLOWINGS EXCEPTIONS: NO PAPERBOARD, FOODBOARD, AND NO WAXED
CARDBOARD. ANY CARDBOARD CONTAMINATED WITH FOOD SHALL NOT BE DISPOSED OF IN THE CARDBOARD
RECYCLING COLLECTION AREA.
6. THE CONCRETE RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CLEAN CONCRETE BRICKS, AND ASPHALT
DEBRIS. CLEAN CONCRETE MUST BE SEGREGATED FROM OTHER WASTE FOR RECYCLING- CLEAN CONCRETE
SHALL BE FREE ASBESTOS, FREE OF LEAD -BASED PAINTS, AND FREE OF HAZARDOUS MATERIALSANASTES.
NO MASTIC AND NO TILES ARE ALLOWED IN CONCRETE RECYCLING AREA.
7. THE PALLET RECYCLING AREA IS PERMITTED FOR DISPOSAL OF WOOD AND METAL PALLETS ARE ACCEPTED.
PALLETS SHALL BE STACKED NEATLY IN DESIGNATED AREA.
8. THE METAL RECYCLING AREA IS PERMITTED FOR DISPOSAL OF NY SCRAP METAL GENERATED FROM THE
CONSTRUCTION SITE. SCRAP METAL SHALL BE SEGREGATED BY ALUMINUM, BRASS, COPPER, AND STEEL
AND PLACED IN THE APPROPRIATE CONTAINERS. CONTRACTOR SHALL REMOVE ALL TYPES OF MATERIALS
ATTACHED AS MUCH AS POSSIBLE.
9. THE CONCERTINA RECYCLING AREA IS PERMITTED FOR DISPOSAL OF CONCERTINA WIRE. CONTRACTOR
SHALL ENSURE PROPER SAFETY PRECAUTIONS ARE IMPLEMENTED WHEN HANDLING CONCERTINA WIRE IN
THIS AREA.
10. THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND
HOUSEHOLD WASTE FROM SUPPORT ACTIVITIES, TROOP BARRACKS AND MOTOR POOLS AND FORT BRAGG'S
FAMILY HOUSING. THE MSW IS PREPARED FOR SHIPMENT AND IS TRANSPORTED TO AN APPROVED AND
PERMITTED LANDFILL OFF FORT BRAGG.
11. TIRES ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS.
12. HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED IN FORT BRAGG LANDFILLS.
13. APPLIANCES/WHITE GOODS WHICH INCLUDE ITEMS SUCH AS; WASHERS, DRYERS, REFRIGERATORS, AND AIR
CONDITIONERS ARE BANNED FROM THE RECYCLING AREA, C&D LANDFILLS AND THE WTS AND SHALL BE
DISPOSED THROUGH THE PRIME CONTRACTOR WITH AN OFF -POST SALVAGE COMPANY OR THROUGH
DEFENSE REUTILIZATION AND MARKETING OFFICE (DRMO).
14. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE LAMONT LANDFILL. ALL
LANDFILL USERS WILL RECYCLE TO THE MAXIMUM EXTENT POSSIBLE.
15. A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT BY
COORDINATING THRU THE CONTRACTING OFFICER REPRESENTATIVE AND APPROVAL AND ISSUED BY THE
SOLID WASTE MANAGEMENT FROM THE DIRECTORATE OF PUBLIC WORKS (DPW), ENVIRONMENTAL DIVISION,
PHONE NUMBER [phone].
16. STATE LAW AND POST REGULATIONS REQUIRE COVERING OF LOADS TO PREVENT LITTER. 15A NORTH
CAROLINA ADMINISTRATIVE CODE 13B.0105(D) STATES: "VEHICLES TRANSPORTING WASTE SHALL BE LOADED
AND MOVED IN SUCH A MATTER THAT THE CONTENTS WILL NOT FALL, LEAK, OR SPILL AND SHALL BE
COVERED WHEN NECESSARY TO PREVENT BLOWING MATERIAL. IF A SPILL OCCURS, THE TRANSPORTER
SHALL PICK UP THE MATERIAL IMMEDIATELY, RETURNED TO THE VEHICLE AND THE AREA PROPERLY
CLEANED -UP."
17. PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORTED
TO THE LANDFILLS AND SHALL COMPLY WITH ALL GUIDANCE WITHIN THE PROJECT DOCUMENTS. THE LOADS
COMING INTO THE RECYCLING AREA AND C&D LANDFILLS AND WTS ARE SUBJECT TO INSPECTION AND
SCREENING BY THE LANDFILL OPERATORS AND/OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL
TO ENSURE COMPLIANCE IS BEING MAINTAINED. NON -COMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP
AND THE VEHICLES MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION. CONTRACTOR SHOULD
VISIT:
FOR ADDITIONAL LANDFILL REQUIREMENTS.
18. THE CONTRACTOR SHALL ESTABLISH GOALS FOR DIVERSION OF DISPOSAL TO LANDFILL AND DEVELOP A
CONSTRUCTION WASTE MANAGEMENT PLAN TO BE SUBMITTED PRIOR TO START OF CONSTRUCTION. THE
CONTRACTOR WILL RECYCLE AT A MINIMUM 75% OF NON -HAZARDOUS CONSTRUCTION & DEMOLITION DEBRIS
TO DIVERT DEBRIS FROM DISPOSAL IN LANDFILLS. SEE SPECIFICATION SECTION 017419 - CONSTRUCTION
AND DEMOLITION WASTE MANAGEMENT FOR WASTE MANAGEMENT PLAN AND SUBMITTAL REQUIREMENTS.
LBYD, Inc.
Civil and Structural Engineers
716 South 30th Streef
B1rmin ham, AL 35233
Main 205 251-4500
12 Fax [phone]
LBYD PROJECT NO.
mar- 2012 102-12-049
lFe e d!owingqs and desdn :nterd are the sole Proper,y of
LR Inc. whi..h may no be reprodiced wilhout written pemtssion
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PLATE REFERENCE
NUMBER
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SHEET 4

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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 APPLICANTS CONTRACTOR.
USACE STANDARD S&EC NOTES:
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 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 SEDIMENT AND EROSION CONTROL 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 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 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 PRACTICAL BUT NO LATER THAN SEVEN (7) CALENDAR DAYS AFTER FROM THE LAST LAND
DISTURBING ACTIVITY. 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.)
6. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER
APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS NOT COVERED IN ITEM #5 AS
SOON AS PRACTICAL BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE
LAST LAND DISTURBING ACTIVITY. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO
ENSURE CONTINUED STABILIZATION. (REQUIREMENT MAY BE REDUCED TO THREE (3) DAYS
FOR SENSITIVE AREAS.)
7. 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 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.
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. PERIMETER DIKES, SWALES, DITCHES, AND SLOPES
SHALL BE STABILIZED WITHIN 7 DAYS.
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 (STABILIZATION WITHIN 14 DAYS). 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 WITHOUT VEGETATIVE STABILIZATION
WITHIN 7 DAYS.
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 OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A FOUNDATION THAT
CONSTRUCTION. NO STRUCTURE MAY BE CONSTRUCTED WITHIN 20 FEET OF AN ACTIVE
SEDIMENT TRAP OR BASIN. OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE
UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.
14. THE SEDIMENT AND EROSION CONTROL INSPECTOR HAS THE OPTION OF REQUIRING
ADDITIONAL SAFETY OR SEDIMENT CONTROL MEASURES, IF DEEMED NECESSARY.
15. 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.
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 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.
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 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. EXCAVATED TRENCH
MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH. B. 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; C.TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY
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 OR BORROW AREAS ON STATE OR 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. ALL WASTE AND
BORROW AREAS OFF -SITE MUST BE PROTECTED BY SEDIMENT CONTROL MEASURES AND
STABILIZED. ON -SITE DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION,
WASTE,EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
22. 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
SEDIMENT TRAP TO AN INFILTRATION DEVICE, ALL 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 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.
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, SLOPES LEFT EXPOSED WILL,
WITHIN 21 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.
25. PURSUANT TO G.S. 113A-57(3), WHENEVER LAND DISTURBING ACTIVITY THAT WILL DISTURB
MORE THAN ONE ACRE IS UNDERTAKEN ON A TRACT, THE PERSON CONDUCTING THE LAND
DISTURBING ACTIVITY SHALL INSTALL EROSION AND SEDIMENTATION CONTROL DEVICES AND
PRACTICES THAT ARE SUFFICIENT TO RETAIN THE SEDIMENT GENERATED BY THE LAND
DISTURBING ACTIVITY WITHIN THE BOUNDARIES OF THE TRACT DURING CONSTRUCTION UPON
AND DEVELOPMENT OF THE TRACT, AND SHALL PLANT OR OTHERWISE PROVIDE A PERMANENT
GROUND COVER SUFFICIENT TO RESTRAIN EROSION AFTER COMPLETION OF CONSTRUCTION OR
DEVELOPMENT WITHIN A TIME PERIOD TO BE SPECIFIED BY RULE OF THE COMMISSION.
26. SITE INFORMATION:
A. TOTAL AREA OF FACILITY (BASE, CAMPUS, PARK, ETC.)
B. TOTAL AREA OF PROJECT SITE: 4.52 ACRES
C. AREA DISTURBED: 4.52 ACRES
D. AREA TO BE ROOFED OR PAVED: ±2 ACRES
E. TOTAL CUT: ± 1,250 CY
F. TOTAL FILL: ± 15,000 CY
G. OFF -SITE WASTE / BORROW AREA LOCATION: APPROVED NCDENR LOCATION
NOTE:
PURSUANT TO G.S. 113A-57(3) TEMPORARY OR PERMANENT GROUND COVER MUST BE
PROVIDED ON EXPOSED SLOPES AND FILLS WITHIN 7 CALENDAR DAYS OF THE
COMPLETION OF A PHASE OF GRADING. PERMANENT GROUND COVER MUST BE PROVIDED
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (60 DAYS IN HWQ ZONES), WHICHEVER
TERM IS SHORTER, UPON THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
EROSION CONTROL NOTES:
1. TOTAL DISTURBED AREA = 4.52 ACRES.
2. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH NORTH CAROLINA DEPARTMENT OF
NATURAL RESOURCES LAND QUALITY DIVISION STANDARDS.
3. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED PRIOR TO COMMENCING GRADING
ACTIVITIES AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF DISTURBANCE PER THE
EROSION CONTROL PLANS.
4. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.
A MINIMUM OF ONE CONSTRUCTION ENTRANCE SHALL BE ON -SITE AND UTILIZED DURING CONSTRUCTION.
5. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT AND REMOVE THE DEPOSIT OF SILT
OUTSIDE THE DISTURBANCE AREA.
6. THE CONTRACTOR SHALL CLEAN OUT ALL SILT, SEDIMENT AND CONSTRUCTION TRASH FROM TEMPORARY
SEDIMENT BASIN PRIOR TO CONVERTING FROM SEDIMENT BASIN TO DRY DETENTION BASIN.
7. ALL UPSTREAM AREAS DRAINING TO BIO-RETENTION BASINS SHALL BE STABILIZED PRIOR TO INSTALLING
BIO-RETENTION MEDIA. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING MEDIA IF SEDIMENTATION
ENTERS MEDIA.
8. CONTRACTOR SHALL UTILIZE METHODS SUCH AS TEMPORARY SEEDING AND MULCHING THAT MINIMIZE
SILTATION AND DUST PRODUCTION.
9. CONTRACTOR IS TO DISPOSE OF ALL WASTE, INCLUDING TOPSOIL TO AN APPROVED PERMITTED NCDENR
LOCATION.
10. ALL DEWATERING OF TRENCHES SHALL BE PUMPED THRU A SILT SACK OR TO AN APPROVED EROSION
CONTROL DEVICE.
11. NO WETLANDS, ROCK OUTCROPS, SEEPS, SPRINGS, LAKES, PONDS, AND DAMS ARE LOCATED WITHIN THE
PROJECT LIMITS.
12. IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE
ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND -DISTURBING
ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS
A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE LAND -DISTURBING ACTIVITY AND
ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE
CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE PERMITTED WITHER THROUGH THE
SEDIMENTATION POLLUTION CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH THE MINING ACT.
13. CONTRACTOR SHALL ENSURE DESIGN STORAGE REQUIREMENTS ARE MAINTAINED THROUGHOUT
CONSTRUCTION.
14. ALL DEVELOPMENT AND CONSTRUCTION WILL BE DONE IN ACCORDANCE WITH THIS SEDIMENT AND
EROSION CONTROL OR STORMWATER MANAGEMENT PLAN. ALL RESPONSIBLE PERSONNEL INVOLVED IN
THE CONSTRUCTION PROJECT WILL HAVE A CERTIFICATION OR TRAINING FOR SEDIMENT AND EROSION
CONTROL FROM NC.
15. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT ALL AREAS ARE STABILIZED
CONTINUOUSLY AS STATED IN NORTH CAROLINA PRACTICE STANDARDS AND SPECIFICATIONS FOR SOIL
EROSION AND SEDIMENT CONTROL.
16. APPLICANT OR RESPONSIBLE INDIVIDUAL WITH CERTIFICATION FOR SEDIMENT AND EROSION CONTROL
PRACTICES BY NC WILL BE RESPONSIBLE FOR DAILY INSPECTIONS AND THE RECORDING OF ALL
INSPECTIONS IN A DAILY LOG. ANY VIOLATIONS FOUND WILL BE NOTED IN THE INSPECTION REPORT AND
CORRECTED IMMEDIATELY. ALL REPORTS WILL BE KEPT ON SITE OR AT AN ACCESSIBLE LOCATION WITH A
COPY OF THE APPROVED PLAN AND ANY REVISION AND CORRESPONDENCE PERTAINING TO THE PROJECT.
17. NO ALTERATION OR REVISIONS WILL BE MADE TO THE APPROVED PLAN, WITHOUT WRITTEN PERMISSION BY
THE COE, AND NCDENR.
18. ANY CHANGES TO THE APPROVED PLAN WITHOUT WRITTEN AUTHORIZATION WILL RESULT IN ALL WORK
BEING STOPPED UNTIL APPROVAL IS GRANTED BY COE, AND NCDENR.
19. ALL SITES WILL BE INSPECTED RANDOMLY OR ON AS -NEEDED BASIS. THE VIOLATIONS WILL BE PROVIDED IN
WRITING TO THE SITE MANAGER.
20. THE APPROVED SEDIMENT AND EROSION CONTROL PLAN IS REQUIRED TO BE ON SITE OR AT AN
ACCESSIBLE LOCATION, WITH ALL CORRESPONDENCE DEMONSTRATING IT HAS UNDERGONE COE AND
NCDENR REVIEW AND APPROVAL.
21. CONTRACTOR SHALL SUBMIT AN AIR POLLUTION CONTROL PLAN IN ACCORDANCE WITH SPECIFICATION
SECTION 0157 20 TO ASSURE THAT DUST, DEBRIS, MATERIALS, TRASH, ETC., DO NOT BECOME AIR BORNE
AND TRAVEL OFF THE PROJECT SITE.
LBYD, Inc.
Cldl and Struchrat Eng1nw3
716 South 30th Street
Birmin 12 ham, AL 35233
Main 205 251-4500
Fox 205) 488-0226
LBYD PROJECT NO.
copyrights 102-12-049
These drawin s and design Intent are the sole property o'
I.M.D. Inc. which may not he reproduced without written permisvion
SEDIMENTATION AND EROSION CONTROL
SHALL BE STRICTLY ENFORCED
RESPONSIBLE MAINTENANCE PARTY:
ALUTIIQ, LLC
CONTACT: MICHAEL FOX
BLDG 6-9053 SHARP DRIVE
FORT BRAGG, NC 28307
PH: [phone]
EMAIL: [e-mail]
NOTE:
1.PURSUANT TO G.S. 113A-57(3) TEMPORARY OR PERMANENT GROUND
COVER MUST BE PROVIDED ON EXPOSED SLOPES AND FILLS WITHIN 7
CALENDAR DAYS OF THE COMPLETION OF A PHASE OF GRADING.
PERMANENT GROUND COVER MUST BE PROVIDED WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (60 DAYS IN HWQ ZONES), WHICHEVER
TERM IS SHORTER, UPON THE COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
2. AS SOON AS PRACTICAL, BUT NO LATER THAN 15 DAYS AFTER THE
DATE ESTABLISHED FOR COMMENCEMENT OF WORK, CONTRACTOR
SHALL FURNISH AND ERECT TEMPORARY PROJECT SAFETY FENCING
AROUND THE CONSTRUCTION SITE. FENCING SHALL BE 9 GAUGE CHAIN
LINK, A MINIMUM OF 72" HIGH, SUPPORTED AND TIGHTLY SECURED TO
STEEL POSTS LOCATED ON A MAXIMUM OF 10' CENTERS. COORDINATE
FENCING WITH ADJACENT CONSTRUCTION PROJECTS AND DPW
TRANSPORTATION ENGINEERING PRIOR TO ERECTION.
COORDINATE CONSTRUCTION FENCING AND REQUIRED ACCESS
WITH ADJACENT PROJECTS.
CONSTRUCTION SEQUENCE:
NO LAND -DISTURBING ACTIVITIES MAY OCCUR UNTIL EROSION PERMIT IS RECEIVED BY BY NCDENR. IN
ADDITION, NO HARDSTAND OR STORMWATER DEVICES MAY BE CONSTRUCTED UNTIL POST -CONSTRUCTION
STORMWATER MANAGEMENT PLANS ARE APPROVED AND PERMITTED BY NCDENR. NOTE THAT THE EROSION
FINAL EROSION CONTROL PHASE:
CONTROL AND STORMWATER ARE 2 SEPARATE PERMITS. THE CONTRACTOR SHALL NOTIFY THE COE
ENVIRONMENTAL SPECIALIST AT (910-396-1211 X 223) DPW, WMB, AND NCDENR, SEVEN (7) DAYS BEFORE
1.
COMPLETE STORM STRUCTURES AND PIPE INSTALLATION AS SITE
COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE COE, SHALL BE REQUIRED TO
GRADING PROGRESSES.
HOLD A PRE -CONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES AND A REPRESENTATIVE OF
2.
PROVIDE EROSION CONTROL PROTECTION DEVICES SUCH AS PIPE
COE. INCLUDE ONUS, SUS & PIEDMONT NATURAL GAS.
OUTLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION ON
STORMWATER CONVEYANCE MEASURES AS SOON AS CONSTRUCTED.
INITIAL EROSION CONTROL PHASE:
3.
PROVIDE GROUND COVER FOR ALL DENUDED AREAS WHICH WILL NOT
1. INSTALL CONSTRUCTION ENTRANCE(S) PRIOR TO ACCESSING SITE WITH CONSTRUCTION EQUIPMENT.
BE DISTURBED BY FURTHER CONSTRUCTION. REFER TO
2. INSTALL TREE PROTECTION FENCING AROUND NON -TREE REMOVAL AREAS.
SPECIFICATION SECTIONS 32 05 33 AND 32 9219 FOR REQUIREMENTS.
3. CLEAR & GRUB ONLY ENOUGH LAND TO INSTALL PERIMETER SILT FENCING.
4.
COMPLETE CONSTRUCTION, FINAL GRADING, TOPSOIL CRITICAL
4, INSTALL DIVERSION DITCHES 1, 2, AND 3, PERIMETER SILT FENCING, TEMPORARY SEDIMENT BASINS
AREAS, AND PERMANENTLY VEGETATE, LANDSCAPE AND MULCH AND
(INCLD. BAFFLES, OUTLET PIPE, OUTLET PROTECTION & SKIMMER OUTLET CONTROL STRUCTURES AND
INSTALL FINAL LIFTS OF ASPHALT IN PAVED AREAS.
OUTFALL PIPES FOR BASIN SKIMMER TIE POINT). INSTALL STORM LINES F-1 AND A-1.
5.
INSTALL BIO-RETENTION BASINS ONLY AFTER ALL UPSTREAM
5. PREPARE BLOCK AND GRAVEL INLET PROTECTION
DRAINAGE AREAS ARE STABILIZED.
FOR EXISTING INLETS AS SHOWN.
6.
REMOVE SKIMMERS AND CONVERT SEDIMENT BASINS TO
J
6. DEMOLISH EXISTING STORM DRAINAGE
PERMANENT BIO RETENTION BASINS.
Q
STRUCTURES AND PIPES AS NECESSARY (SEE DEMOLITION PLAN).
7.
PROVIDE ROLLED EROSION CONTROL PRODUCT ON POND SIDE
7. BEGIN CLEARING AND GRUBBING THE SITE.
SLOPES.
8. BEGIN GRADING THE SITE.
8.
REQUEST FINAL APPROVAL FROM NCDENR LAND QUALITY
m
9. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
SECTION TO ENSURE ALL AREAS ARE PROPERLY STABILIZED
BEFORE REMOVING ANY EROSION CONTROL DEVICES.
(n
INTERMEDIATE EROSION CONTROL PHASE:
9.
AFTER SITE HAS BEEN PERMANENTLY SEEDED AND APPROVED
J
BY INSPECTOR, REMOVE ALL SEDIMENTATION, SILT AND
0
10. ADJUST ALL SILT FENCING AND EROSION CONTROL DEVICES AS CONSTRUCTION PROGRESSES.
CONSTRUCTION DEBRIS FROM TEMPORARY DIVERSION DITCHES
11. RE -ALIGN DIVERSION DITCHES 1,2 & 3 AS THE FILL FOR BUILDING
AND TEMPORARY SEDIMENT BASIN. REMOVE ROCK CHECK
Z
PAD IS ADDED.
DAMS AND CONVERT ANY TEMPORARY DIVERSION DITCHES TO
0
12. IN ONE DAY, MODIFY AND STABILIZE PN69573 INFILTRATION POND (SEE GRADING PLAN). INSTALL STORM LINES 1-1 AND J-1 INSTALL
PERMANENT GRASS LINED SWALES AS INDICATED BY THE
U
DIVERSION BERM ON EAST SIDE OF POND TO PREVENT OFFSITE WATER FROM ENTERING THE INFILTRATION POND.
GRADING PLAN. CONVERT TEMPORARY SEDIMENT BASINS TO
Z
13. RELOCATE EXISTING 36" STORM PIPE AS CONSTRUCTION OF BUILDING PAD PROGRESSES.
PERMANENT DRY STORMWATER BASINS AS DESIGNED.
O
14. UPON COMPLETION OF BUILDING PAD AND MODIFICATION AND STABILIZATION OF FIN 69573 POND, BEGIN INSTALLATION OF
O
UTILITIES AND REMAINING STORM DRAINAGE SYSTEM.
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15. COORDINATE RELOCATION OF REMAINING UTILITIES WITH ONUS, SUS, ETC.
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US Army Corps
of Engineers"
WILMINGTON
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LBYD, Inc.
Cull and Structural Engines:
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I I�1I I Main ((2053 251-4500
Fox 205 488-0226
LBYD PROJECT NO.
copyrOt 2012 102-12-049
1hes: dwwnq., and design intent are the sole properly of
LBYD, Inc wh h may no' be reproducad without written permission
M.A.P.S.
SURVEYING, INC.
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NOTE: PROJECT SITE IS LOCATED IN ZONE "V ACCORDING
FEMA MAP NO.3720040900J
LEGEND
GEOTECHNICAL BORING B-01
CONTROL POINT 0
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SHEET 6 J

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LBYD, Inc.
gneltxal ill
O O 718 South 30Ih Street
1 !� LOG OF BORING 610 Spring Branch Road
BUILDINGDunn, NC 28334
--
LOG OF BORING 610 Spring Branch Road
Dunn, NC 28334
I
BUILDING III!
�I������
- --
LOG OF BORING 610 Spring Branch Road
Dunn, NC 28334
1 1
• ,
BUILDING
Designation: B-07 Office: [phone] 205-836-6300 !
Sheet 1 of I Fax: [phone]
Designation: B-08 Office: [phone] 205-836-6300
Sheret 1 of 1 Fax: [phone]
Designation: 8-09 Office: [phone] 205-836 6300
Fax: [phone]
sheet I of I ( )
Birmin ham, AL 35233
Main 205 251-4500
� um Fax [phone]
Geatechmcal, Environmental, and Materials Engineers www.BuildingAndEarth.com
GeotechnicaL Environmental, and Materials Engineers.
wway.BuildingAndEarth con
Geocechnical, Environmental, and Materials Engineers
www.BuildingAndEarth.cont
US Army Corps
- - -- -- --- --- - - -
�* LBY� PROJECT NO.
of Engineers
- -- - ---- - --
-- -- -
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carotins
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
a (Dcicipyt 20112 j 02_ j 2-049
Project Number: RD12521 Date Drilled: 1/3/13
Project Number: RD12521 Date Drilled: 1/7/13
Project Number: RD12521 Date Drilled: 1/7/13
These drawnqs and design intent are the sole propedy of
WILMINGTON
Drilling Method: Hollow Stem Weather Conditions:Clottdy, 50's
Drilling Method: Hollow Stem Weather Conditlons:Clear, 50's
Dril►ing Method: Hollow Stem Weather Conditions:Clear, 50's
L D, Inc. whit may at be reproduced without wotten Pnnsa on
Equipment Used: CME 550, ATV Mounted Drill Rig Surface Elevation: 245
Equipment Used: CME 550, ATV Mounted Drill Rig Surface Elevation: 242
Equipment Used: CME 550, ATV Mounted Drill Rig Surface Elevation: 243
Hammer Type: Manual Drill Crew: Martin
Hammer Type: Manual Drill Crew: Martin
Hammer Type: Manual Drill Crew: Martin
a
Boring Location: East Building, Northeast Corner. Logged By: Scott
Boring Location: East Building, Southeast Comer. Logged By: Scott
Boring Location: East Building, Southwest Comer. Logged By: Scott
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610 Spring Branch Road
LOG OF BORING P b
BUILDINGDunn, NC 28334
Designation: B-10 Office: [phone] 205-836-6300
.-..._. LOG OF BORING 610 Spring Branch Road
Dunn, NC 28334 !
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Designation: B-05 Office: [phone] 205-836-6300
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LOG OF BORING 610 Sp frig Brandt Road
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Designation: B-06 Office: [phone] 205-836-6300
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Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
Project Number: RD12521 Date Drilled: 1/3/13
Project Number: RD12521 Date Drilled: 1/3/13
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aBirmingham,ALE Huntsville, ALP Auburn, AL - Columbus, GA Savannah, GA•Raleigh, NC a Tulsa, OK a Springdale, AR Shreveport, LA • Louisville, KY a Niceville, FL
'Birmingham, ALE Huntsville, ALE Auburn, AL a Columbus, GA a Savannah, GA aRaleigh, NC•Tulse, OK Springdale, AR Shreveport, LA •Louisville, KY Niceville, FL
aBirmingham, ALE Huntsville, ALEAnbum• , AL Columbus,GASavarmah,GA•Raleigh,NC•Tuea,OKatSpringdale,ARitShreveport, LA •Louisville, KY a Niceville, FL
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SHEET 7

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A Birmingham, ALE Huntsville, ALE Auburn, AL • Columbus, GA • Savannah, GA • Raleigh, NC alfulsa, OK o Springdale, AR • Shreveport, LA m Louisville, KY • Niceville, FL
LOG OF BORING 610 Spring Branch Road
BUILDING&Dunn, NC 28334
Designation:B-10 Office:(919)292-2085205-836-6300
Sheet I of 1 Fax: [phone]
Geocechnical. Environmental, and Materials Engineers wwvw.BuildingAndEanh.com.
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
ProjectNumber: RD12521 Date Drilled: 1/3/13
Drilling Method: Hollow Stem Weather Conditions:Cloudy, 50's
Equipment Used: CME 550, ATV Mounted Drill Rig Surface Elevation: 244
Hammer Type: Manual Drill Crew: Martin
Boring Location: East Building, Center. Logged By: Scott
❑ N-Vedue 11�� --
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medium sand ISM).
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SAMPLE
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N-VALUE STANDARD PENETRATION RESISTANCE(AASILLOT 06) REC RECOVERY
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V GROUNDWATER LEVEL IN THE BOREHOLE UD UNDISTURBED
On UNCONFINED COMPRESSIVE STRENGTH ESTIMATE FROM POCKET PENETROMETER TEST
• Birmingham, ALs Huntsville, AL•Aubum, AL• Columbus, GA -Savannah, GA -Raleigh, NC -Tulsa, OK• Springdale, AR • Shreveporn, LA •Louisville, KY • Niceville, FL
LOG OF BORING 610 Spring Branch Road
BUILDING & EARTH
Dunn, NC 28334
Designation: B-08 Office: [phone] 205-836.6300
Sheet f of I Fax: [phone]
Gencachnital. Environmental, and Materials Engineers www.BuildingAndEatth.com
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
ProjectNumber: RD12521 Date Drilled: 1/7/13
Drilling Method: Hollow Stem Weather Conditions:Clear, 50's
Equipment Used: CME 550, ATV Mounted Drill Rig Surface Elevation: 242
Hammer Type: Manual Drill Crew. Martin
Boring Location: East Building, Southeast Comer. Logged By: Scott
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medium sand ISM).
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3.0 _ 2390
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r f medium sand(SC).
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m Birmingham, AL• Huntsville, ALE Aubum, AL a Columbus, GA a Savannah, GA -Raleigh, NC -Tulsa, OK a Springdale, AR a Shreveport, LA aLouisville, KY a Niceville, FL
LOG OF BORING 610 Spring Branch Road
NC 28334
BUILDING & EARTHDuml,
DOS1gRat10R: 8-09 Office: (91.9) 292-2085 205.836-6300
Sheet I of 1 Fax: [phone]
Geotechnial, Environmental, And Mawrials Engmears
www.BuildingAndEatth.com
Project Name: SOF BATTALION OPERATIONS COMPLEX Project Location: Fort Bragg, North Carolina
Project Number. RD12521 Date Drilled:l/7/13
Drilling Method: Hollow Stem Weather Conditions:Clear, 50's
Equipment Used: CME 550, ATV Mounted Drill Rig Surface Elevation: 243
Hammer Type: Manual Drill Crew: Martin
Boring Location: East Building, Southwest Comer. Logged By: Scott
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12.0 231.0
1
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230
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%
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SAMPLE TYPE
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Split Spoon
N-VALUE STANDARD PENETRATION RESISTANCE(AASBTO T-206) REC RECOVERY
%MOISTURE PERCENTNATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION
GROUNDWATER LEVEL IN TUE BOREHOLE UD UNDISTURBED
QU UNCONFINED COMPRESSIVE STRENGTH ESTIMATE FROM POCKET PENETROMETER TEST
a Birmingham, ALE Huntsville, AL- Auburn, AL • Columbus, GA • Savannah, GA a Raleigh, NC aTulsa, OK a Springdale, AR a Shreveport, LA a Louisville, KY a Nioeville, FL
12 LBYD, Inc.
CH and Structural Engkww is
716 South 301h Sheet
Blrmtn ham, AL 35233
Main 205) 251-4500
Fax [phone]
LBYD PROJECT NO.
© aaPyrlgl,t 2012 102-12-049
These drawings and design intent are the sole propertyof
LBYD, Inc. which may not he reproduced without written permission
US Army Corps
of Engineers As
WILMINGTON
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NUMBER
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SHEET 8
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1
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EXISTING ROADWAY PAVING CURB
AND GUTTER TO BE REMOVED
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21
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SANITARY TO BE
EXISTING WATER LINE TO
BE REMOVED BY
REMOVED. COORD. WITH.
OTHERS
ONUS.
:r
EXISTING COMMUNICATIONS
(COORDINATE'NITH ONUS)
LINE AND MANHOLE TO BE
EXISTING
EXISTING WATER LINE TO
PROTECTED IN PLACE
O VERHEAD POWER
BE REMOVED BY OTHERS
TO BE REMOVED.
(COORDINATE WITH ONUS)
P'
EXISTING STORM INLET
TO BE REMOVED
COORD. WITH SUS,
EXISTING STORM MANHOLE AND
SON TAY ROAD TO BE — — — — — — — — — — PIPING TO BE REMOVED. FIELD
SAWCUT AND REMOVED VERIFY AND NOTIFY ARCHITECT �� EXISTING COMMUNICATIONS LINE
UP TO ENTRANCE AREA I AND LBYD IF CONFLICT. TO BE PROTECTED IN PLACE
EXISTING SIGN TO ---1-
BE REMOVED %/.-: � ,;
I,
246
EXISTING PARKING LOT
PAVING TO BE REMOVED
(COORDINATE WITH
PROJECT PN 71224
EXISTING COMMUNICATIONS LINE AND
MANHOLE TO BE PROTECTED IN PLACE
r.
_
EXISTING
SIGN TO BE
REMOVED
0000,
EXISTING �
UNDERGROUND
/ TANK TO BE
REMOVED r
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EXISTING H1617
BUILDING TO
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EXISTING STORM
STRUCTURE TO REMAIN
LBYD, Inc.
CH and Stradurai Nineers
O O 716 South 30th Street
Q Birmin ham, AL 35233
Main 205) 251-4500
a Lj Fax [phone]
J (✓� LBYD PROJECT NO.
O capyrigM 2012 102-12-049
these drown s and design intent are the sole propei£y a
0D,, Inc. which may is' be reprodurd without writlee permissan
NOTE: CALL 910.396.0321 BEFORE DIGGING FOR
UTILITY LOCATES
SPECIAL NOTES:
1. COORDINATE ALL DEMOLITION AND UTILITY
RELOCATION EFFORTS WITH ADJACENT PN 69573
AND PN71224 PROJECTS.
2. ERECT TEMPORARY PROJECT SAFETY
FENCING AROUND PROJECT SITE AS SOON AS
PRACTICAL, BUT NO LATER THAN 15 DAYS FROM
COMMENCEMENT OF CONSTRUCTION.
3. ALL DEMOLITION AND RELOCATION OF
EXISTING ELECTRICAL LINES, EQUIPMENT, AND
SITE LIGHTING TO BE PERFORMED BY SUS.
4. ALL DEMOLITION AND RELOCATION OF
EXISTING WATER AND SANITARY LINES AND
APPURTENANCES TO BE PERFORMED BY ONUS.
EXISTING STORM INLET
TO BE REMOVED
EXISTING STORM INLET TO BE
CONVERTED TO JUNCTION BOX
ROAD CLOSED
SIGNS
EXISTING CURB AND GUTTER
1" Tn RF RFMCI\/Fn
RCLV VM I CU. \JCC U I ILI I T rLmim)
EXISTING FLARED END SECTION
AND PIPE TO BE RELOCATED.
SEE GRADING PLAN.
EXISTING STORM INLET TO BE REMOVED
1723
EXISTING 04ERH AD
POWER T? REMA N EE
� / 1
`- EXISTING 36" STORM
TO REMAIN
EXISTING SANITARY
TO REMAIN
DEMOLITION LEGEND
rlmz
REMOVE PAVING
REMOVE UTILITY
US Army Corps
of Engineers °
WILMINGTON
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NUMBER
CD100
SHEET 9
S

1
2
3
2
5
9
C III
0
9
J
J
Q
I
CONTRACTOR LAYDOWN AREA
' II
' I
, I
' 1
-----------L---�
t I
---------------------
I I
-----I 1
INSERT A
1°-100'
TIE TO PN71224
CONCRETE HARDSTAND
i
PSYOPS LANE
� I
FY
E i
11 PN69573
IFY 12 PN71224COMPANY OPS
GROUP HO C Y OTHERS)
(BY OTHERS)
/ ' 82' AT
—
82' AT/FP
140
HEAVY DUTY CONCRETE
PAVING (TYP)
A i )Xik+ATE Lr 41T OF PN71224 HARDSTAND 33' AT/FP
APPROX110ATE UkAIT OF PN69573 HARDSTAND 33' AT/FP
Ia
LL
�.
a
— — — — — — — — —
a.
_ 1 s
+, t t
r s , s r r ,
pr
e• 9 ,s 1 j.. n
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s
I
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S
CONTRACTOR
\\\ ILAYDOWNI I
F-Y 12 PN69458
s
FY 12 PN69458
AREA
I
s
BATTALION OPS
I
MECHANICAL PAD
BATTALION OPS
FF EL. = 250.25
(SEE PLATE CU100
FF EL. - 250.25
------J----�
I
I
FOR DETAIL)
CONCRETE
TO FLOYD J. THOMPSON STREET
I
SIDEWALK
TO REILLY ROAD
(TYP.)
I
5'X5'
SEE INSERT A
CONCRETE
'
PAD'
— — — — — —
TIE TO PN69573
CONCRETE HARDSTAND
HEAVY DUTY CONCRETE
PAVING (TYP)
1
>�I i
I
STORMWATER
INFILTRATION/
BIO-RETENTION
AREA
l i
I � I
BOLLARD
(SEE DETAIL)
:_:�• ...
I
I 19'X30' HEAVY
I DUTY CONCRETE
I DUMPSTER PAD
TO
SON
TAY ROAD
BOLLARD
BOLLARD
III
t FACILITY SIGNAGE 20' F `_� - , BIKE RACK -- U
LAG POLE
BIKE RACK ` '. _ / , r'
33r P`T)FP STORMWATER)V�,\000STORMWATER — / 6,`J
STORMWATER 33 T/FP
INFILTRATION/ STORMWATER INFILTRATION/
INFILTRATION/ L%8 FACILITY INFILTRATION/ BIO RETENTION 2�AT/F BIO RETENTION AREA SIGNAGE / I
I ♦ 6' BIO-RETENTION .8, 6' 6'
BIO-RETENTION AREA r
AREA AREA .1 _ CONCRETE 1
•. r - - �... x� /
� _ , � � s• .. .: s •,. ., ., SIDEWALK (TYP.)
PARKING LOT
CONSTRUCTEDIN
PN71224 PROJECT
PROPOSED SIDEWALK TO TIE WITH
PN17224 PROJECT SIDEWALK.
CONCRETE I
SIDEWALK (TYP.)
1040 TIE TO -
EXISTING
SIDEWALK
0
i (SEE DETAIL)
DUMPSTER ENCLOSURE
(SEE ARCHITECTURAL
FOR DETAILS)
Nil I I i i
r o
LBYD, Inc.
Cid and Studural Engineers
716 South 30th Street
bi Birmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
�O, copyright 2W 102 12-049
➢t e dawingqs and design inter are ;he sale property of
LSrl Inc. whicY� may not he reproduced without written permssion
SITE LAYOUT
PLAN LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
CONCRETE SIDEWALK
2
C-507
HEAVY DUTY
CONCRETE PAVING
C-505
3
BIKE RACK
C-507
�•
REBAR REINFORCEMENT
C-505
Em
SEE DETAIL
BOLLARD
c-5o7
•
SPECIAL NOTES
1. ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE
PROTECTION, AND LANDSCAPING ARE TO BE PROVIDED IN
THE FUTURE BUILDING PACKAGE.
2. DUMPSTER ENCLOSURE DESIGN TO BE PROVIDED BY
ARCHITECT IN THE FUTURE BUILDING PACKAGE.
3. ALL COORDINATES SHOWN ARE TO THE EDGE OF
SURFACING AND FACE OF BUILDING UNLESS OTHERWISE
NOTED.
4. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE
COORDINATES, NAD83
5. VERTICAL DATUM: NAVD88
6. FLAG POLE AND FOUNDATION DETAILS TO BE IN
BUILDING PACKAGE. SEE ARCHITECTURAL PLANS.
7. FACILITY SIGN TO BE IN BUILDING PACKAGE. SEE
ARCHITECTURAL PLANS.
—F 13
i TIE TO ING /
SIDEWALK s H1725
r
H1617 /
I � /
i L — — / PROJECT LIMITS
i
0 20 40 80
SCALEl'=40'
US Army Corps
of Engineers*
WILMINGTON
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PLATE REFERENCE
NUMBER
CS 100
SHEET 10 J
s
w

1
2
3
0
6
0
J
cr
7
- - - - - - - - '^e.r
C
CONTRACTOR LAYDOWN AREA
I r it
I r i
i r I
:J I- - - - - - - - - -
I
i I
- - - - - - - - - - - - - - - - - - - ,
INSERT A
1"-100,
ruw�, , WAO
FY 12 PN71224
GROUP HO
(BY OTHERS)
PSYOPS LANE
0
FY 11 PN69573
COMPANY OPS
03Y OTHERS)
w
Q
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TIE TO PN71224
.. '.. i• , _ ,.,._ a¢j lJ'1H r a-.-�� _ , ,_. _ >v , �.... �� , fir. _ it a-, i-, -:_�. - _... , > , TIE TO 3
CONCRETE HARDSTAND CONCRETE
H
' ' 82' AT/FP "� ' , , ' '` 82''AT/FP CONCRETE ARDSTAND
HEAVY DUTY CONCRETE
- -- - - PAVING (TYP) j►� ; HEAVY DUTY CONCRETE
_ r 33' AT/FP APPRCXI a a 33' AT/FP' Y PAVING (TYP)
N 498915.16 ' -
H` �'RCX "1`Ift`'� LlP:1:7 Or PR712'L-1 N6sF204TA€V� 't ATE �lFi�}EI OF, Pi<l`iiS57� FiF 3�15TA%!
E2002456.24 a, �_.�..i.,_
PN4
.-`c'a U' o cTo o -o_. UN 499040 60lci
. E200304 . s. - TYP.fN 49888617 3 N 498938.84 N 498966.93 N 499007.34
71
E 2002462.39 E 2002842.97 .18 E 2002710.60 E 2003033.40 '
I N 498895.11 0
E 2002504.53 N 498926.49 N 498944.06
FY 12 PN69458 E 20027391z ;' CJ E zoo2aztsz FY 12 PN69458 r STORMWATER
6' BATTALION OPS BATTALION OPS 6. INFILTRATION/
I FF EL. = 250.25 FF EL. a 250.25 BIO RETENTION
N 498871.06 N 498888.63 AREA
E 2002750.89 E 2002833.69
B TO FLOYD J. THOMPSON STREET '. N 498807.78 N asas4s.ls N 498876.28 N a9891s.69
TO REILLY ROAD ' ' E 2002539.41 E 2002729.84 6' E 2002862.21 E 2003052.63 '
SEE INSERT A = N 498820.40 _
N 498819.16 ` I N 498861.29
E 2002701.41 E 2002707.28 " + : E 2002899.97 + t
_
1 f
N 498792.72 N 498794.38 N 498813.29 ` N 498834.98 '-ft . .
u ' N 498890.06
` I E 2002605.76 ` E 2002613.58 E 2002702.66 E 2002804.87 - N 498873.35 E 2003064.42
� N 498869.20 ,
♦ , " E 2003024.24
_CB10-RETENTION'
f � , E 2003004.67
ATlFP �� r, ♦ STORMWATER - ' N4sssssss
STORMWATER P 33 T/FP E2o03o6s.55
STORMWATER INFILTRATION/
I ♦ INFILTRATION/ INFILTRATION/ 1' 82' BIO RETENTION AREA�6' BIO RETENTION gi, s' AT/FBIO-RETENTION
AREA AREA N 498766.17 N 498779.43 N 498814.81 I
N 498714 52 • t E 2002819.48 E 2002881.95 0 E 2003048.70
I E 2002622.35 N1498716.18
;
E2002630.18� y s .'f.. Y',••r.
N 498698.37 N 498735.08 I
E 2002546,28 �) E 2002719.26
PARKING LOT PROPOSED SIDEWALK TO TIE WITH
CONSTRUCTED IN PN17224 PROJECT SIDEWALK. N1
(( 11 PN71224 PROJECT it IIIj(
U
---
0000,
H1 17
N 49880
E 200291
1
1 /
l /
PROJECT LIMITS
W i
LBYD, Inc.
Chill and Structural fngineerr
716 South 30th Street
Birmin Cl ham, AL 35233
Main 205) 251-4500
Fax [phone]
LBYD PROJECT NO.
C copyright 2m2 102-12-049
These draxingqs and design inter''- are he sole properiy of
LBYD, In:. xh,cl� may no: he reproduced mthout rotten permission
SITE LAYOUT PLAN LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
CONCRETE SIDEWALK
2
C-507
HEAVY DUTY
CONCRETE PAVING
C-505
3
BIKE RACK
C-5o7
�•
0
REBAR REINFORCEMENT
1FTTR
C-505
SEE DETAIL
1
BOLLARD
C-5o7
•
SPECIAL NOTES
1. ARCHITECTURAL, MECHANICAL, PLUMBING, AND
LANDSCAPING ARE TO BE PROVIDED IN THE FUTURE
BUILDING PACKAGE.
2. DUMPSTER ENCLOSURE DESIGN TO BE PROVIDED BY
ARCHITECT IN THE FUTURE BUILDING PACKAGE.
3. ALL COORDINATES SHOWN ARE TO THE EDGE OF
SURFACING AND FACE OF BUILDING UNLESS OTHERWISE
NOTED.
4. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE
COORDINATES, NAD83
I 5. VERTICAL DATUM: NAVD88
6. THICKENED EDGE JOINT AT ALL SLAB EDGES AND
I ABUTTING STRUCTURES.
7. EXPANSION JOINTS AT POUR BREAKS, AND
I STRUCTURES.
TO
SON
TAY -
( ROAD
'X30' HEAVY DUTY
`t N 498915.52 CONCRETE DUMPSTER PAD
E 2003183.97
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PLATE REFERENCE 1
NUMBER
CS101
` SHEET 11 J

1
2
3
5
LBYD, Inc.
CMI and Structural Engineers
�I O O 716 South 30th Street
Main
5 35233
wain ((2053 251-4500
Fox 205 488-0226
Pie A LBYD PROJECT N0.
0; copyrigh120I2 102-12-049
these r ins and design inter are the sole property of
L6t0, Inc ehk may not he reprodiced without written permission
E
GRADING PLAN LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
JUNCTION BOX
❑
SLOPED PAVED HEADWALL C-506
6
VERTICAL HEADWALL C-507
zi
STORM PIPE (RCP)
MAJOR CONTOUR
-100-
MINOR CONTOUR
99
STORM MANHOLE c-5os
GRATE INLET c-5o7
FLARED END SECTION
SPOT ELEVATION
250.2
MATCH EXISTING GRADE
M.E
- ,�2509
0f17250.1050.40 249.8249. 50.250.21 2I 498250.10 50.2050.40225
4
-
h
= 250.20 250.20 i �A
1 250.2 50.21 SPECIAL NO
r I 2a2' I TES:
FY 12 PN69458 25U 10 250.10 FY 12 PN69458 fi 1 243
j 250� 1. SEE SHEET CG 101 FOR STORM DRAINAGE PLAN.
BATTALION OPS ;' 250.0 r BATTALION OPS «
�• :
2. SEE SHEET CG 300 FOR STORM PROFILES.
FF EL. = 250.25
249.36 FF EL. = 250.25 --� 3. CONTRACTOR TO MODIFY EXISTING STORMWATER
rn _ 250.21 250.21 .. I
r d - ADJUST STORM TOP TO MATCH _ °: 1 _ POND FROM PROJECT PN69573 TO RELOCATE AS
B / - N 250.09 PROPOSED GRADES. ' '-' M.E.
250.00 ADJUST EXISTING COMM MANHOLE 4 ! NECESSARY. INITIAL POND VOLUME AND SURFACE
TO FLOYD J. THOMPSON STREET 250.21 I 1�- 243.$0
ZR TOP TO MATCH PROPOSED GRADES. 249;75 Q, 44.00 AREA MUST BE PROVIDED, AND POND BOTTOM
TO REILLY ROAD ' �/ 49.75, 250 21 \� 50.21 5 "�' _ : ' PREPARED IN ACCORDANCE WITH PN69573 DESIGN
250.21 250.21 250 250.21, % �' TO ENSURE INITIAL POND HYDRAULICS ARE NOT
48.40 250:2 za3 so "24 60 :
249.38 249.26 248.00 248.85 248.50 �*� _ HANGED. EXISTING FLARED END SECTION
--', r
OUTLETS TO BE REMOVED AND RECONFIGURED
247:90_. 249.73
I 248.60 249 e,6 M ' ° 4 249 w _ - INTO RELOCATED POND AS SHOWN ON DRAINAGE
248 2445 - PLAN CE 101. SEE EROSION CONTROL PLAN CE 101
249 � � FOR OUTLET PROTECTION TO BE PROVIDED
_ _ - _ _ - - - " 248 3•-.�- �` _ 4. ROOF DOWNSPOUTS TO SPLASH AT GRADE ON
(p / 243 243 242 _ _ _ _ _ 247 - SPLASH BLOCKS.
/` - -- --- -243.5-----
' c z43 (� (� 2 g 5. TIE PROPOSED CONCRETE HARDSTAND TO
244.00 %2az 242 >z 246
' t - - - " _ - ` - - -243.5 - 245 r I DIVERSION BERM T HARDSTAND OF 2 PROJECTS TO THE NORTH ( PIN
-
�_ %246 4 4 24 or ;� 71224 AND PN69573 IF ACTUAL HARDSTAND
.I
246 _ 246 4 ar z 243
.. 243 f- O --
-�� � 24u 5 5 _ 5 C, PREVENT OFF -SITE )•
r II
--- f - -- - _ --- � WATER FROM ENTERING I ELEVATIONS DIFFER FROM DESIGN PLANS NOTIFY
__ �?T�l%yi/,7rr�T'J '242 STORM WATER POND. I/ STOA ARCHITECTS AND LBYD IMMEDIATELY.
_.
E. M.E. _ j 6. ALL PROPOSED SIDEWALKS TO BE ADA COMPLIANT
' r
r
l 246.85± r 246.20± 245.35± I r42.00± 242.05± -
.� 17 5 CROSS SLOPE.
nr Tr) or.n»on oon ir=rr `°'.'m ' '' � � !/ WITH MAX. 5% RUNNING SLOPE, AND MAX. 2%
Gc
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PLATE REFERENCE \
NUMBER
CG100
SHEET 12
61

1
2
3
2
5
I_1
w
v.
,
,i
3E E-3 4E E-4 5E
= FY 12 PN69458 —20
w
BATTALION OPS
FF EL. — 250.25
STORMWATER CULVERT
BY OTHERS (PN71224)/
t
SEE SPECIAL NOTE 3 `t
—--——-—— — -—� AE
` w
249-
{ - - 249,,, _
{ �L -24 248--
- ^ j
�Y t
t r t l i I ,rt 1
V ' ..�._ _.._..._
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421
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FY 12 PN69458
BATTALION OPS
FF EL. - 250.25
REMOVE GRATE AND ADD SEALED
TOP TO PN 69573 INLET BOX. ADJUST
TOP TO MATCH PROPOSED GRADES.
250
41
.'. 1 H
— 248- '
4
247
q246 2
.. - - - - - - - - - - - - - - - - - - - '` - - - - -
.......; _...... TIE UNDERDRAIN TO f ~242
OUTLET STRUCTURE.
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF
COMM. LINE AND NOTIFY ARCHITECT AND ENGINEER
IMMEDIATELY IF IN CONFLICT WITH JUNCTION BOX 21
XI
/
5
LBYD, Inc.
CW and Siructural Enyinora
O 0 716 South 30th Street
Q Birmin ham, AL 35233
{I'I� Main 205 251-4500
Q RMH� 51 Fax [phone]
(� LBYD PROJECT NO.
©copftht2= 102-12-049
These drawinggs and design intent are the sale properly of
LOYD, Inc. xluch may not be reproduced olhout written permission
DRAINAGE PLAN
LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
OVERFLOW STRUCTURE
34
C-506
SLOPED PAVED HEADWALL
2
C-506
VERTICAL HEADWALL
C5o7
STORM PIPE (RCP)
MAJOR CONTOUR
1 J0—
MINOR CONTOUR
-------3
STORM MANHOLE
c-5os
GRATE INLET
C-507
6- PVC UNDERDRAIN (PERF.)
- - - - - - -
T PVC UNDERDRAIN (SOLID)
UNDERDRAIN CLEANOUT
4
C 505
--
NOTE:
1 � ( �`� ' UPON COMPLETION OF CONSTRUCTION, PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY, AND
.vy
PRIOR TO OPERATION OF THIS PERMITTED FACILITY, A
43H CERTIFICATION MUST BE RECEIVED FROM AN
APPROPRIATE DESIGNER FOR THE SYSTEM INSTALLED
C','+ CERTIFYING THAT THE PERMITTED FACILITY HAS BEEN
INSTALLED IN ACC RDA
24 ..4 —� I( 0 NCE WITH THIS PERMIT, THE
APPROVED PLANS AND SPECIFICATIONS, AND OTHER
I ''' ! SUPPORTING DOCUMENTATION.
43
SPECIAL NOTES:
1 t I`
r l 3J
REPLACE EXISTING
1. SEE SHEET CG100 FOR SITE GRADING PLAN.
DROP INLET
2. SEE SHEET CG300 FOR STORM PROFILES.
j.. PROPOSED INV.=236.90 3. POTENTIAL NEW STORMWATER CULVERT FROM
,3 f TIE UNDERDRAIN TO OTHER PROJECT IN SON TAY AREA DEVELOPMENT.
�. -- J-2 OUTLET STRUCTURE.. ACCESS TO AREA MUST BE GIVEN AT ALL TIMES TO
F-1 MAINTAIN MIN. 3' CLEARANCE
2J _2F r ALLOW FOR INSTALLATION.
BETWEEN TOP OF STORM 4. ROOF DOWNSPOUTS TO SPLASH AT GRADE ON
PIPE F-1 AND DUMPSTER SPLASH BLOCKS.
> 45 � : ,-FOUNDATION.
,. '�
REPLACE EXISTING
DROP INLET
11' ' PROPOSED INV.=236.02
Y
DIVERSION BERM TO r
n PREVENT OFF -SITE
WATER FROM ENTERING
STORM WATER POND. m
J
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55
PLATE REFERENCE
NUMBER
CG101
SHEET 13
s

1
2 I 3 I 4
7
C
A
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00
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0
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240
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LBYD, Inc.
CH and Stnl"al Fnyinm
716 South 301h Street
Birmin ham, AL 35233
Main 205 251-4500 2 Faz 205) 488-0226
LBYD PROJECT NO.
© copyrtt 2W 102-12-049
These drawings and design intent are the sole property of
TIM, Inc. which may not be reproduced without written permission
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UNDERDRAIN
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240 240 240 240 " I — KA Y 240
N 173 LF ~ _
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STORM LINE J STORM LINE K
STORM PROFILES LEGEND
EXISTING GRADE
PROPOSED GRADE
SCALE:
H: 1 "=50
V:1"=10
SPECIAL NOTES
1. SEE SHEET CG100 FOR SITE GRADING PLAN.
2. SEE SHEET CG101 FOR STORM DRAINAGE PLAN.
3. PIPE LENGTHS ARE FROM CENTER TO CENTER OF
STRUCTURES. ACTUAL LENGTHS OF PIPE TO BE FIELD FIT &
ADJUSTED TO CONFORM TO PROPOSED PROJECT LAYOUT.
4. REINFORCED CONCRETE PIPES SHALL BE CLASS III UNLESS
OTHERWISE NOTED.
US Army Corps
of Engineers
WILMINGTON
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PLATE REFERENCE
NUMBER
CG300
` SHEET 16
S

11
2 1 3
4 1 5
1=
0
7 7 7
A
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FOREBAY TO BE LINED
WITH CLASS "B" RIP -RAP
I o
4" CLEANOUT (TYP.) TOP SHALL --
249 6" SOLID WALL PIPE 248 BE 4 ABOVE BOTTOM OF BASIN. g4k
:1 SIDE
UNDER SIDEWALKS 248 6" SOLID WALL PIPE UNDER LOPE
► 248 AND FOREBAYS SIDEWALKS AND FOREBAYS 2 TOTAL CLEANOUTS = 10 `_ /
- - - - BIO-BASIN #1 - - - _ 249
245 - � - - � - _ ,
BIO-BASIN #1 �� BIO-BASIN #1 1 �� rr = L # 4 - - _ - _ - _ 48
CELL # 2 / �.
CELL # 3 1
243s-----243.5---
c-400 47
6" PERFORATED PVC 246- 6 .
-gas .. - - - .. _9a8 5 - i UNDERDRAINS OVERFLOW STRUCTURE 2A
BIO-BASIN #1
CELL # 1
r-
Al ENLARGED PLAN VIEW
1"=30'
\ . _246 245 off
I: 6" PERFORATED
- PVC UNDERDRAIN.
SLOPE @ 0.20% TYP.
4" PVC
CLEANOUT TYP.
I I I I
0 15 30 60
SCALE 1'=30'
TOP ELEVATION = 246.00
EXISTING GROUND ELEVATION
STIR #2D-
_ EQUALIZATION
- - INV. ELEV = 243.50
3
�1 STIR #1E-SPHW
INV. ELEV = 244.0
POND ELEV 243.50
CELL # 1
SOIL MEDIA
' (SEE NOTES)
INSTALL 12" Th. CLASS B RIP
RAP. IN FOREBAY. INSTALL
WOVEN FILTER FABRIC
BENEATH RIP -RAP (TYP.)
SIDEWALK
ELEV = 247.50
ELEV = 246.75
STIR #
/
EQUALIZATION
INV. ELEV = 243.50
STIR # 1 D - EQUALIZATION
INV. ELEV = 243.50
D-1
-- - -
C-1
FL= 243.50
-- -- _ _
FL= 243.50
EQUALIZATION
- -
EQUALIZATION
PIPE
POND ELEV 243.50
-PIPE-
Y' FOREBAY<
���
242 0
SEE SOIL MEDIA
'
CELL # 2
NOTES FOR SOD
REQUIREMENTS.
SOIL MEDIA
(SEE NOTES)
SLOPE @ 0.20% TYP. 2 RIM = 244.50 244 - -
INV. OUT = 239.50 ;r 243 �
- �242
v t?
1 17
STR#2B-
EQUALIZATION
INV. ELEV = 243.50
STIR #1C-
EQUALIZATION
INV. ELEV = 243.50
SIDEWALK
ELEV = 246.00
100 YR STORM
WSEL = 245.08
10YR STORM
WSEL = 244.76
1 YR STORM
WSEL = 244.29
- - - - -V FL= 243.50 - - --
POND ELEV- 243.50 EQUALZ. PIPE POND
)REBAY < : v,'. rvfiYn s :..` FOREBAY, 8
CELL # 3
SOIL MEDIA
(SEE NOTES)
-STR # 1 B 24
EQUALIZATIb�
LE. = 243.50 ,-
INSTALL 12" Th. CLASS B RIP
RAP. IN FOREBAY. INSTALL
WOVEN FILTER FABRIC
BENEATH RIP -RAP (TYP.)
fly
LBYD, Inc.
CMI and Stnx l Engineer
O O 716 South 30th Street
- �-- Birmin ham, AL 35233
,.--- Main 205 251-4500
�j Fax [phone]
LBYD PROJECT N0.
-_ © copyright 202 102-12-049
These d,owimq aid design nt rc, are the sole property of
_7All -6AA t01n, Irtr whi.h may not be rep odared without wntter permssion
l
4" SOLID WALL SCH 40 PVC CLEANOUT TOP ELEVATION = 246.00
RAISE TO 4" ABOVE FINISH GRADE
OUTLET STRUCTURE 2A
RIM= 244.50 (SEE DETAILS)
- WATER QUALITY ELEV. 244.50 -
_ CELL # 4
SOIL MEDIA
(SEE NOTES)
NON -WOVEN FILTER FABRIC
1
`EXISTING
GROUND
o o INV= 239.90
FILL VOIDS AROUND
INV. = 240.75 6" SOLID WALL SCH 40 PVC; UNDERDRAIN WITH
4" WASHED SAND 4" WASHED SAND 6" SOLID WALL SCH 40 PVC UNDER 4" WASHED SAND /6' SOLID WALL SCH 40 PVC 4" WASHED SAND ;'' NON -SHRINK GROUT
(ASTM C33) UNDER FOREBAY AND (ASTM C33) FOREBAY AND SIDEWALKS (ASTM C33) UNDER FOREBAY AND (ASTM C33)
SIDEWALKS 8" WASHED #57 STONE (2" ABOVE SIDEWALKS 8" WASHED #57 STONE (2" ABOVE A-124" RCP OUTLET
- AND ON EACH SIDE OF PIPE) 6" SCH 40 PERFORATED AND ON EACH SIDE OF PIPE) INV OUT = 239.50
K-1 SHWT ELEV. = 237.80
__ PVC PIPE
SHWT = 9.T BELOW EG _ _ SLOPE _ 0.20%-MIN ---- --- -- - - - - - - -- --- _
PERFORATIONS SHALL BE
318" DIA. @ 6" ON CENTER,
21 SEASONAL HIGH WATER TABLE (SHWT) - - -- --- - "- MIN 4 HOLES PER ROW K-3 SHWT ELEV. =236.6
1 SHWT = 6.5' BELOW EG
A2 SECTION VIEW K-2 WT=7.8'BELOHWT ELEV. EG
C 400 1 "=30" H 1 "=2' V I SHWT = 7.8' BELOW EG
0' 0 15' 30' 69
V: 1" = 2'-0" H: 1'=30'
STORM PLAN LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
JUNCTION BOX
❑
2
i
SLOPED PAVED HEADWALL c-5os
®
STORM PIPE (RCP)
MAJOR CONTOUR
-100-
MINOR CONTOUR
99
1
STORM MANHOLE C-5o6
0
1
GRATE INLET C-505IMI
FLARED END SECTION
PERFORATED PVC UNDERDRAIN
SOLID WALL PVC UNDERDRAIN
[POND FOREBAY AREA
SOIL MEDIA NOTES
MIX DESIGN
85% SAND (USDA CLASSIFICATION)
10% FINES (SILT & CLAY)
5% ORGANIC (PEAT MOSS)
ADDITIONAL CRITERIA
A. SOIL SHALL BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR
OTHER SIMILAR MATERIAL> 2"
B. MIXTURE SHALL BE HOMOGENOUS WITH THE ABOVE MIXTURE
PERCENTAGES.
C. P-INDEX SHOULD BE BETWEEN 10.30.
D. INFILTRATION RATE SHALL BE 1-2 INIHR.
E. SOIL pH RANGE 7-8.
F. SODDING MATERIAL MUST COME FROM A NO CLAY FARM. ANY TOPSOIL
ATTACHED TO SOD PATCHES MUST INFILTRATE AT 1.2 INIHR. COMPLETE
BIO-RETENTION POND SHALL BE SODDED.
"SOIL MEDIA SHALL BE SENT TO NORTH CAROLINA DEPT. OF AGRICULTURE
(NCDA) TO BE ANALYZED FOR COMPLIANCE.
BIO-RETENTION BASIN #1
AREAS AND VOLUMES ARE CUMULATIVE FOR CELLS 1, 2, 3, AND 4
TOTAL DRAINAGE AREA = 2.36 AC
WQv REQUIRED (1.0") = 4,280 CF
WQv REQUIRED (1.8") = 7,710 CF
WQv PROVIDED (1.8") = 8,940 CF
MAX WQv DEPTH ALLOWABLE =12 INCHES
WQv DEPTH PROVIDED =12 INCHES
MAX PONDING = 244.50
BOTTOM BASIN = 243.50
BOTTOM MEDIA = 241.50
SHWT DEPTH = VARIES
SHWT ELEVATION' = VARIES
SEPARATION FROM BOTTOM PROVIDED = Y MIN.
' ELEVATION BASED ON LOCATION OF SHWT TEST
US Army Corps
of Engineers
WILMINGTON
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PLATE REFERENCE
NUMBER
CG400
SHEET 17
s

1
2
3 1 4
E
C
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011
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FY 12 P N 69458 f
BATTALION OPS
e
FF EL. = 250.25
ENLARGED PLAN VIEW
1"=20'
EXISTING GROUND ELEV.
J
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1 "=10" H 1 "=2' V
FOREBAY TO BE LINED I
WITH CLASS "B" RIP -RAP
246 245 3:1 SIDE -
_ SLOPE
I
4" CLEANOUT (TYP.) TOP SHALL
^� BE 4" ABOVE BOTTOM OF BASIN.
y TOTAL CLEANOUTS = 3
6" PERFORATED PVC UNDERDRAINS.
' SLOPE @ 0.60% TYP.
BIO-BASIN
I
6 X6 ME
c CONNECTION
r/' OVERFLOW STRUCTURE 2F
_ _ o RIM = 244.50
90 �� INV- OUT = 240.00
1 100 YR STORM
WSEL = 244.89
10YR STORM TOP ELEVATION = 246.00
4" SOLID WALL SCH 40 PVC SEE SOIL MEDIA NOTES WSEL = 244.66 OUTLET STRUCTURE
CLEANOUT RAISE TO 4" FOR SOD REQUIREMENTS. 1 YR STORM RIM= 244.50 (SEE DETAILS)
ABOVE FINISH GRADE WSEL = 244.50
a
- - --- - --- - ----- ___ ____ — -__
_ __ _ -- WATER QUALITY ELEV. 244.50 — -
- — - _ EXISTING GROUND ELEV.
STIR # 2F - SPHW — — — — — — — — — — — — — — — — — — — — — — — — — — — Fj
ELEV 243 50
INV. ELEV = 243.50 ,� F1 FV= 2415n
cn
,r .. LU
POND FOREBAY
' SOIL MEDIA ( SEE NOTES) N o
P / r-
ELEV=242.00 .,g Il LL
`�j U)
'+"WASHER SAND (ASTM'C33) w �
INSTALL 12" Th. CLASS B RIP RAP. IN BOTTOM STONE -
FOREBAY. INSTALL WOVEN FILTER FABRIC
BENEATH RIP -RAP
INV. = 240.50
SEASONAL HIGH WATER TABLE (SHWT)
2'
1'
I I I I
0' 0 5 10 20
V: 1" = 2'-0" H: SCALE I'=10'
BOTTOM STONE
NON -WOVEN FILTER FABRIC— 114 V- L"tv.laj
6„ X6" WYE FILL VOIDS AROUND UNDE IN
8" WASHED #57 STONE CONNECTION WITH NON -SHRINK UT 18" RCP OUTLET
(2" ABOVE AND ON EACH
SIDE OF PIPE) INV OUT = 239.75
6" SCH 40 PERFORATED PVC PIPE EXISTING 18" RCP STORM.
7
SLOPE = OfiO°fo MIN - - CONTRACTOR TO VERIFY DUTH_
-- -
K 4 SHWT ELEV. = 237.00 PERFORATIONS SHALL BE 3/8" DIA. @ SEE DRAINAGE PLAN CG101
K-4 S = T EL BELOW .0 6" ON CENTER, MIN 4 HOLES PER ROW
Alutii
LBYD, Inc.
CMI and Structural Engineers
716 South 30th Street
Birmin ham, AL 35233
Main 205 251-4500
rd Fax [phone]
LBYD PROJECT NO.
© cwynght 2012 102-12 049
These drawings and de sign i.ntew are he sale property of
LRD, le . which may flat be reprohced mthaul written perm.zon
STORM PLAN LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
JUNCTION BOX
p
2
SLOPED PAVED HEADWALL C-5os
STORM PIPE (RCP)
MAJOR CONTOUR
—100—
MINOR CONTOUR
99
STORM MANHOLE C-5os
t
GRATE INLET C-505
FLARED END SECTION
PERFORATED PVC UNDERDRAIN
SOLID WALL PVC UNDERDRAIN
POND FOREBAY
SOIL MEDIA NOTES
MIX DESIGN
85% SAND (USDA CLASSIFICATION)
10% FINES (SILT & CLAY)
5% ORGANIC (PEAT MOSS)
ADDITIONAL CRITERIA
A. SOIL SHALL BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR
OTHER SIMILAR MATERIAL> 2"
B. MIXTURE SHALL BE HOMOGENOUS WITH THE ABOVE MIXTURE
PERCENTAGES.
C. P-INDEX SHOULD BE BETWEEN 10-30.
D. INFILTRATION RATE SHALL BE 1-2 INIHR.
E. SOIL pH RANGE 7-8.
F. SODDING MATERIAL MUST COME FROM A NO CLAY FARM. ANY TOPSOIL
ATTACHED TO SOD PATCHES MUST INFILTRATE AT 1-2 INIHR. COMPLETE
BIO-RETENTION POND SHALL BE SODDED.
**SOIL MEDIA SHALL BE SENT TO NORTH CAROLINA DEPT. OF AGRICULTURE
(NCDA) TO BE ANALYZED FOR COMPLIANCE.
BIO RETENTION BASIN #2
TOTAL DRAINAGE AREA = 0.88 AC
WQv REQUIRED (1") =1,630 CF
WQv REQUIRED (1.8") = 2,930 CF
WQv PROVIDED (1.8") = 3,640 CF
MAX WQV DEPTH ALLOWABLE =12 INCHES
WQv DEPTH PROVIDED =12 INCHES
MAX PONDING = 244.50
BOTTOM BASIN = 243.50
BOTTOM MEDIA = 241.50
SHWT DEPTH = 7 FEET
SHWT ELEVATION* = 237.00
SEPARATION FROM BOTTOM PROVIDED = 3.5 FEET
* ELEVATION BASED ON LOCATION OF SHWT TEST I
US Army Corps
of Engineers
WILMINGTON
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NUMBER
CG401
SHEET 18
5

1
2
3
4
5
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STORAGE
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CRUSHED STONE
FOR CONTRACTOR
:
0
LBYD, Inc.
CM end Strudml Englmm
716 South 30th Street
Birminlham,
35233
Main 205) 251-4500nMuFax 2053
488-0226
1A V. LBYD PROJECT NO.
© CqYTW2012 102-12-049
These drawinggs and design intent are the sole properly of
LBYD, kx. whici� may not be reproduced without wnRen permssion
EROSION CONTROL LEGEND
Q TSB TEMPORARY SKIMMER 1
SEDIMENT BASIN C-50
1
TS TEMPORARY SEEDING C-503
1
MU MULCHING C-503
1
DC
DUST CONTROL
C-503
ROCK CHECK DAM 4
CD (75' MAX SPACING) C-500
7 DAY STABILIZATION 1
C-503
SF TEMPORARY SILT FENCE 1
C-500
POROUS BAFFLES 4
C-50
LIMITS OF CONSTRUCTION
em+ mm+TEMPORARY DIVERSION DITCH 1
C 50
ROLLED EROSION 2
�RECP� CONTROL PRODUCT C 50
� TEMPORARY CONSTRUCTION 2
r''�',``7 ENTRANCE C 500
TEMPORARY OUTLET 1
STABILIZATION STRUCTURE C-50
TEMPORARY BLOCK AND GRAVEL 3
® INLET PROTECTION C-500
2
® SKIMMER r.-5ns
LAYDowN AREA , - ....�.. _ _: ; - - - - _ - - -- - --=_�- CONSTRUCTION SEQUENCE:
�.
I`
-.
--- - t,
__.. _ " a INLET ZONE 35%, _ NO LAND -DISTURBING ACTIVITIES MAY OCCUR UNTIL PERMIT
TEMPORARY TOPSOIL 2 i P
Y
6.IS RECEIVED BY BY NCDENR. IN ADDITION, NO
' �'�k I STOCKPILE LOCATION �C 504 = OR STORMWATER DEVICES MAY BE CONSTRUCTED UNTIL
ND
TS I S
�' -� �' POST -CONSTRUCTION STORMWATER MANAGEMENT PLAN
MUD I I TEMPORARY OUTLET POROUS ARE APPROVED AND PERMITTED BY NCDENR. EROSION
;}
PROTECTION # 3 BAFFLES CONTROL AND STORMWATER ARE 2 SEPARATE PERMITS.
DCh. r; TEMPORARY DIVERSION I3 TEMPORARY THE CONTRACTOR SHALL NOTIFY THE COE ENVIRONMENTAL
DITCH # 3 SPECIALIST AT 910-396-1211 X 223 DPW, WMB, AND NCDENR
�. � : SILT FENCE ( )
CD
-c I I SEVEN (7) DAYS BEFORE COMMENCING ANY LAND
&G y -DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE COE,
J - },4 SHALL BE REQUIRED TO HOLD A PRE-CONSTRUCTION
� &G >' MEETING BETWEEN PROJECT REPRESENTATIVES AND A
US Army Corps
of Engineers*
WILMINGTON
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NUMBER
CE100
SHEET 19

FBI
C
0
2
3
4
........
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........ . --- ------
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SECURE
STORAGE
AREA
CRUSHED STONE mW
TEMPORARY
CONSTRUCTION TEMP RARY INLET ZONE 35%
ENTRANCE TEMPORARY
SILT FENCE
DIVERSION DITCH #1
CD
CD
ld%,@
NA "I'll
L -- FINAL CELL 15%
POROUS BAFFLES 71
TIE SKIMMER BARREL
TO PERMANENT
OUTLET STRUCTURE
TEMPORARY
SILT FENCE
TEMPORARY
DIVERSION
DITCH # 2
5
LBYE), Inc.
ad and Strudwal Engimm
716 South 30th Street
19firmin1horn, AL 35233
Main 205) 251-4500
Fax [phone]
LBY0 PROJECT NO.
(D oopyrVd 2= 102-12-049
These drawinT and design intent are the " properly of
ION, Inc. wk. may act k reproduced wi=tten permission
EROSION CONTROL LEGEND
Q TSB TEMPORARY SKIMMER 1
SEDIMENT BASIN -50
TS TEMPORARY SEEDING 1
-50
MULCHING -50
1
DC
DUST CONTROL -50
ROCK CHECK DAM 4
CD (75' MAX SPACING) -50
C 3
C 3
C 0
7 DAY STABILIZATION 1
C-503
_SF— TEMPORARY SILT FENCE 1
C-50-0
4
C-50
POROUS BAFFLES I
LIMITS OF CONSTRUCTION
m+ mm+ TEMPORARY DIVERSION DITCH
RECP� ROLLED EROSION 2
CONTROL PRODUCT C-50
TEMPORARY CONSTRUCTION I
C-500
ENTRANCE
TEMPORARY OUTLET 3
STABILIZATION STRUCTURE C-504
TEMPORARY BLOCK AND GRAVEL 3
INLET PROTECTION C-500
14
CONSTRUCTION SEQUENCE:
04 V7,
INLET ZONE% 5 1 NO LAND -DISTURBING ACTIVITIES MAY OCCUR UNTIL PERMIT
3
IS RECEIVED BY BY NCDENR. IN ADDITION, NO HARDSTAND
OR STORMWATER DEVICES MAY BE CONSTRUCTED UNTIL
POROUS
POST -CONSTRUCTION STORMWATER MANAGEMENT PLANS
BAFFLES
ARE APPROVED AND PERMITTED BY NCDENR. EROSION
CONTROL AND STORMWATER ARE 2 SEPARATE PERMITS.
TEMPORARY
THE CONTRACTOR SHALL NOTIFY THE COE ENVIRONMENTAL
SILT FENCE
SPECIALIST AT (910-396-1211 X 223) DPW, WMB, AND NCDENR,
44,
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. INCLUDE ONUS, SUS & PIEDMONT
NATURAL GAS.
TEMPORARY SKIMMER
INTERMEDIATE EROSION CONTROL PHASE:
SEDIMENT BASIN #2
FINAL
0 it
CELL 1 d
1. ADJUST ALL SILT FENCING AND EROSION CONTROL DEVICES AS
CONSTRUCTION PROGRESSES.
2. RE -ALIGN DIVERSION DITCHES 1,2 & 3 AS THE FILL FOR BUILDING
.EMERGENCY PILLWAY
PADISADDED,
ARMORED H RIP RAP
3. IN ONE DAY, MODIFY AND STABILIZE PN69573 INFILTRATION POND
AND FIL FABRIC
(SEE GRADING PLAN). INSTALL STORM LINES 1-1 AND J-1 INSTALL
DIVERSION BERM ON EAST SIDE OF POND TO PREVENT OFFSITE
ii
WATER FROM ENTERING THE INFILTRATION POND.
4. RELOCATE EXISTING 36" STORM PIPE AS CONSTRUCTION OF
rr
BUILDING PAD PROGRESSES.
5. UPON COMPLETION OF BUILDING PAD AND MODIFICATION AND
STABILIZATION OF PN 69573 POND, BEGIN INSTALLATION OF
UTILITIES AND REMAINING STORM DRAINAGE SYSTEM.
6. COORDINATE RELOCATION OF REMAINING UTILITIES WITH ONUS,
SUS, ETC.
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PLATE REFERENCE
NUMBER
CE101
SHEET 20
61

1
2
3
CI
5
P1
NO LAND -DISTURBING ACTIVITIES MAY OCCUR UNTIL PERMIT
IS RECEIVED BY BY NCDENR. IN ADDITION, NO HARDSTAND
OR STORMWATER DEVICES MAY BE CONSTRUCTED UNTIL
POST -CONSTRUCTION STORMWATER MANAGEMENT PLANS
ARE APPROVED AND PERMITTED BY NCDENR. EROSION
CONTROL AND STORMWATER ARE 2 SEPARATE PERMITS.
THE CONTRACTOR SHALL NOTIFY THE COE ENVIRONMENTAL
SPECIALIST AT (910-396-1211 X 223) DPW, WMB, AND NCDENR,
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. INCLUDE ONUS, SUS & PIEDMONT
NATURAL GAS.
PSYOPS LANE
L.BYD, Inc.
CMI and Shiwtural Engineer.
O O 716 South 30th Stree
Birmingham, AL 3523:
I I�1I I Main ((205) 251-450(
Fax [phone]
LBYD PROJECT NO.
OC copyright 2012 102-12-049
these drawn s and de ign :nt_nt are h_ sole p,apecy o
LRE, In,.- which may not be reproduced without wetter perm:sioi
EROSION CONTROL LEGEND
pg PERMANENT SEEDING 1
C 503
MU MULCHING 1
C-503
SF TEMPORARY SILT FENCE 1
C-500
LIMITS OF CONSTRUCTION
ROLLED EROSION �RECP�
CONTROL PRODUCT C-50
TEMPORARY CONSTRUCTION 2
ENTRANCE C-500
PERMANENT OUTLET 1
STABILIZATION STRUCTURE C-504
® &G TEMPORARY BLOCK AND GRAVEL 3
INLET PROTECTION C-500
CD ROCK CHECK DAM 4
C-500
FINAL EROSION CONTROL PHASE:
1.
COMPLETE STORM STRUCTURES AND PIPE
I
INSTALLATION AS SITE GRADING PROGRESSES.
2.
PROVIDE EROSION CONTROL PROTECTION DEVICES
SUCH AS PIPE OUTLET PROTECTION, BLOCK AND
GRAVEL INLET PROTECTION ON STORMWATER
CONVEYANCE MEASURES AS SOON AS CONSTRUCTED.
-
- -- 3.
PROVIDE GROUND COVER FOR ALL DENUDED AREAS
PERMANENT OUTLET
WHICH WILL NOT BE DISTURBED BY FURTHER
STABILIZATION STRUCTURE
2
CONSTRUCTION. REFER TO SPECIFICATION SECTIONS
32 05 33 AND 32 92 19 FOR REQUIREMENTS.
4.
COMPLETE CONSTRUCTION, FINAL GRADING, TOPSOIL
- -
CRITICAL AREAS AND PERMANENTLY VEGETATE
' -
71
LANDSCAPE AND MULCH AND INSTALL FINAL LIFTS OF
ASPHALT IN PAVED AREAS.
l; RECP :.
4 - 5.
INSTALL BIO-RETENTION BASINS ONLY AFTER ALL
UPSTREAM DRAINAGE AREAS ARE STABILIZED.
( 6.
REMOVE SKIMMERS AND CONVERT SEDIMENT BASINS
TO PERMANENT BIO RETENTION BASINS.
{ a, 1 TEMPORARY 7.
PROVIDE ROLLED EROSION CONTROL PRODUCT ON
SILT FENCE
POND SIDE SLOPES.
8.
REQUEST FINAL APPROVAL FROM NCDENR LAND
QUALITY SECTION TO ENSURE ALL AREAS ARE
PROPERLY STABILIZED BEFORE REMOVING ANY
I
EROSION CONTROL DEVICES.
&G 9.
AFTER SITE HAS BEEN PERMANENTLY SEEDED AND
I
APPROVED BY INSPECTOR, REMOVE ALL
aV Z�
SEDIMENTATION, SILT AND CONSTRUCTION DEBRIS
FROM TEMPORARY DIVERSION DITCHES AND
TEMPORARY SEDIMENT BASIN. REMOVE ROCK CHK.
DAMS AND CONVERT ANY TEMPORARY DIVERSION
DITCHES TO PERMANENT GRASS LINED SWALES AS
-
INDICATED BY THE GRADING PLAN. CONVERT
TEMPORARY SEDIMENT BASINS TO PERMANENT DRY
_
STORMWATER BASINS AS DESIGNED.
P24&G 4 244 245 PERMANENT OUTLET
-
_
' 246 243 �'
`Va RE 4?rrrrl/rii/rmT
J STABILIZATION
77'
i/ --_ ____ �-----�-------
PERMANENT OUTLET �RECP RECP
J STABILIZATION STRUCTURE 1 / - O PERMANENT OUTLET
TEMPORARY STABILIZATION H1725
SILT FENCE s STRUCTURE 3
00
;.
lop
r H1 17 r
f � '� iiirt1J11LL
______ TEMPORARY
- _
_ _I „--�_�... i s � SILT FENCE
A i NOTE: PERMANENT OUTLET STABILIZATION
STRUCTURES #3 & #4 HAVE BEEN DESIGNED
n -_,
_ _
BASED ON THE 10-YEAR DESIGN STORM FLOW
' _ _ GIVEN IN THE STORM WATER REPORT BY ADC
ENGINEERING FOR THE COMPANY OPS PN6 9573
PROJECT. SEE SHEET C-504 FOR DETAILS.
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PLATE REFERENCE \
NUMBER
CE102
SHEET 21 J
9

1 2 3 4
4
APPROXIMATE LOCATION OF TRANSFORMER
4' SCH. 40 PVC CONDUIT IN CONCRETE
COORDINATE GAS NOTE: CALL 910.396.0321 BEFORE ENCASED DUCT BANK SHOWN FOR REFERENCE (TO BE DESIGNED BY ELECTRICAL ENGINEER).
SERVICE LINE WITH DIGGING FOR UTILITY LOCATES ONLY.(ELECTRICAL SECONDARY LINES TO BE SHOWN FOR COORDINATION PURPOSES ONLY.
PN 71224 PROJECT. - - - - - - " DESIGNED BY ELECTRICAL ENGINEER.
CONNECT TO EXISTING GAS 5 T
MAIN AT REILLY STREET. 1 - G
SEE BUILDING PACKAGE FOR MECHANICAL G
PAD AND ENCLOSURE DETAILS
-
- --- --- -- t
G�---a—--_ CO CO
_
D 4" HDPE GAS LINE TO BE INSTALLED PER FT. RPz Piv Ptv RPz
- BRAGG INSTALLATION DESIGN GUIDE AND
APPLICABLE CODES. CONTRACTOR TO
COORDINATE LOCATION WITH DPW BEFORE
INSERT A BEGINNING CONSTRUCTION OF GAS LINE. O
1"-100' _ asnet
m w...
PSYOPS LANE ch
awe
P P
I _.:
ELECTRICAL LINES TO BE
I FIRE AND DOMESTIC WATER ry„r
DESIGNED AND INSTALLED CL LINES AND APPURTENANCES
BY SUS. SHOWN FOR
- r TO BE DESIGNED AND
COORDINATION INSTALLED BY OTHERS.
I ,rr PURPOSES ONLY. COORDINATE WITH ONUS.
f
d- CONTRACTOR TO
hn
INSERT B
1"-20'
SEE SPECIAL NOTE 1.
r I
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III a�
¢.
C� um
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4-4" SCH. 40 PVC CONDUIT IN CONCRETE ENCASED- - '$ EA
DUCT BANK.(COMM. LINES TO BE DESIGNED BY
ELECTRICAL ENGINEER. SHOWN FOR COORDINATION
EXISTING COMM. MANHOLE. CONTRACTOR SHALL
PURPOSES. . ONLY) REF. TS 001 FOR DETALS " 5 COORDINATE WITH PN 69573 AND PN 71224 PROJECTS. r
_..... I r i
- IADJUST MANHOLE LID TO PROPOSED GRADE.r .
APPROXIMATE LOCATION OF SANITARY SEWER LATERALS '11
TO BUILDINGS (TO BE DESIGNED AND INSTALLED BY -h
OTHERS). CONTRACTOR TO COORDINATE WITH ONUS"
SANITARY SEWER RELOCATION (TO BE
DESIGNED AND INSTALLED BY OTHERS).
CONTRACTOR TO COORDINATE WITH ONUS.
'" SEE SPECIAL NOTE 2.
-{ -
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Lu I BATTALION OPS '0 - UTILITY DETAIL IN
�BATTALION OPS t
Lu FF EL. — 250.25 3., THIS AREA. FF EL. — 250.25
TO FLOYD J. THOMPSON STREETg-
n� 0
TO REILLY JOAD _ �� °D
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1
249_
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4" HDPE GAS LINE TO BE INSTALLED PER FT. - - ��, _ - �� - - = -4 - - - - - - _-- _ - 249
BRAGG INSTALLATION DESIGN GUIDE AND 1 O_ti�E� �' ,%��rr
j �, bo
APPLICABLE CODES. CONTRACTOR TO I r t ; I lL4.J"
11 �1 v} J ! /1, z1s �l, _�na - - �� -)n7
! t 11 .: �. ll .11
-_ Esc.
NEW SUS RISER POLE TO BE
PROVIDED BY SUS. CONTRACTOR Y
TO COORDINATE WITH SUS.
I ADJUST EXISTING POWER POLE
�<
AND GUYS AS NECESSARY TO%
ACCOMMODATE PROPOSED'"'
IMPROVEMENTS. CONTRACTOR
L%
SHALL COORDINATE WITH SUS.
5
LBYD, Inc.
CMI and Structural Engineers
O716 South 30th Street
EMU
a Birmingham, 5 35233
Main ((205)) 251-4500
Fax [phone]
LBYD PROJECT N0.
©aopyrgd2 102-12-049
These drawings and design intent are the sole properly of
tliy0, Inc. which may not be reproduced without written pera lion
UTILITY PLAN
LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
JUNCTION BOX
❑
SLOPED PAVED HEADWALL
STORM PIPE (RCP)
MAJOR CONTOUR
—1 �0—
MINOR CONTOUR
-
STORM MANHOLE
OO
GRATE INLET
IB
FIRE HYDRANT
'r FH
WATER GATE VALVE
Z GV
WATER MAIN
—W—
SANITARY CLEANOUT
• CO
SANITARY MANHOLE
• MH
SANITARY SEWER MAIN
SS —
GAS MAIN
G
ELECTRICAL TRANSFORMER
l
SUS UNDERGROUND POWER
—UGP—
EXISTING COMM. MANHOLE
c MH
EXISTING COMM. LINE
j+
COMMUNICATION LINE — C —
SPECIAL NOTES:
- 1. THE WATER SUPPLY SYSTEM IS SHOWN FOR
GENERAL REFERENCE ONLY. THIS SYSTEM WILL
BE DESIGNED AND INSTALLED BY ONUS.
2. THE SANITARY SEWER SYSTEM IS SHOWN FOR
�—_ ,;' �- GENERAL REFERENCE ONLY. THIS SYSTEM WILL
BE DESIGNED AND INSTALLED BY ONUS.
3. PRIMARY ELECTRICAL SERVICE IS SHOWN FOR
GENERAL REFERENCE ONLY. THIS SYSTEM WILL
BE FURNISHED AND INSTALLED BY SANDHILLS
UTILITY SERVICE.
i 4. SECONDARY ELECTRICAL SERVICE TO BE
` INSTALLED BY CONTRACTOR.
5. EXISTING 12,470 VOLT ELECTRICAL LINE IS IN
POTENTIAL CONFLICT WITH PROPOSED PN69573
�{ w POND MODIFICATIONS. CONTRACTOR SHALL
/ FIELD VERIFY EXACT LOCATION AND DEPTH OF
( EXISTING LINE. PER COORDINATION WITH SUS,
EXISTING LINE MAY REMAIN IN PLACE PROVIDED J
APPROXIMATE LOCATION OF EXISTING THAT A MINIMUM OF V OF COVER IS MAINTAINED
* } UNDERGROUND ELECTRICAL LINE. BETWEEN THE TOP OF ELECTRICAL LINE AND F—
I 000,` ` CONTRACTOR SHALL FIELD VERIFY EXACT BOTTOM OF POND. LINE WILL NEED TO BE
LOCATION AND DEPTH OF EXISTING LINE ENCASED IN CONCRETE BENEATH POND m
(SEE SPECIAL NOTE 5). FOOTPRINT. REPORT ANY CONFLICTS
IMMEDIATELY TO THE ARCHITECT AND
J
ENGINEER IF MINIMUM COVER REQUIREMENTS Q
CANNOT BE MET.
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PLATE REFERENCE
NUMBER
CU100
` SHEET 22

1 I 2
C!
5
C
16
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fir' xxv ate.. e g'A22,
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FY 12 PN69458
BA17ALION OP:
FF EL. — 250.2t-
LBYD, Inc.
CH and Shuetu a] Engineers
�� a 716 South 30Fh Street
Birmingham, AL 35233
Alain 205 251-4500
(/ a 1j��
Fax R053 488-0226
�+ A LBYD PROJECT NO.
cp aopyrw sort 102-12-049
These drawi s and design intent are the sole properly of
LOYD, Inc. whicmay not he reproduced without written pernomn
NOTE: CALL 910.396.0321 BFORE
DIGGING FOR UTILITY LOCATES
LMLrrY PLAN
LEGEND
LIMIT OF CONSTRUCTION
AT/FP BUILDING STANDOFF
JUNCTION BOX
❑
SLOPED PAVED HEADWALL
STORM PIPE (RCP)
MAJOR CONTOUR
-- —
MINOR CONTOUR
-- —
STORM MANHOLE
GRATE INLET
ED
FIRE HYDRANT
r FH
WATER GATE VALVE
Z GV
WATER MAIN
W
SANITARY CLEANOUT
• CO
SANITARY MANHOLE
• MH
SANITARY SEWER MAIN
-SS-
GAS MAIN
—G—
ELECTRICAL TRANSFORMER
SUS UNDERGROUND POWER
—UGP—
EXISTING COMM. MANHOLE'��t
EXISTING COMM. LINE
-
COMMUNICATION LINE
—C—
V243j� i SPECIAL NOTES:
-----
2
~_2245 1.
THE WATER SUPPLY SYSTEM IS SHOWN FOR
46
GENERAL REFERENCE ONLY. THIS SYSTEM WILL
BE DESIGNED AND INSTALLED BY ONUS.
2.
THE SANITARY SEWER SYSTEM IS SHOWN FOR
GENERAL REFERENCE ONLY. THIS SYSTEM WILL
BE DESIGNED AND INSTALLED BY ONUS.
J
3.
ELECTRICAL SERVICE IS SHOWN FOR GENERAL
(i
REFERENCE ONLY. THIS SYSTEM WILL BE
_
FURNISHED AND INSTALLED BY SANDHILLS
s
UTILITY SERVICE.
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of Engineers
WILMINGTON
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PLATE REFERENCE
NUMBER
CU101
` SHEET 23 J
9

1 2 3 4 5
WOVEN WIRE FENCE (MIN. 14 GAUGE, LBYD, Inc.
NOTES: DEWATERI CONCRETE BLOCK Own and Sh chwal Egrmr3
8'MAX C.0 MAX. 6" MESH SPACING) 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING 1_ �� p p 716 South 30th Street
n Birmin ham, AL 35233
OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR 1. �/ / �1 \ n Q Main 205j 251-4500
u u ll Fox 205 488-0226
8'MgX C-C CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. -s /_ f US Army Corps
2. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE (� LBYD PROJECT N0. of Engineers
5' MIN. FENCE POSTS, MATERIAL AND PROPERLY GRADE IT. ) © copyright 2012 102-12-049 WILMINGTON
DRIVEN MIN. 12" INTO these dra"np no design ir.et are the sole prope•!y of
3. PLACE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT. °C � _-Z tsYD, no. w r,oy no! he reprodued .!rne,r, rnf:en PI..... on
GROUND. 4. PROVIDE DRAINAGE TO CARRY WHEEL WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. �� a
5. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS - �, Q 0 �Q a
OVER WIRE FENCE SYNTHETIC FILTER FA RI SUBJECT TO SEEPAGE OR HIGH WATER TABLE. �S )00U�,(-�
OMPACTE UPSLOPE SIDE OF POSTS 6. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
D BACKFILL 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
TRAP OR SEDIMENT BASIN
E THAT DRAINS INTO AN APPROVED SEDIMENT .
Sk\G�� 2:1 SLOPE
GRAVEL FILTER
S Ow MAINTENANCE:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
! Ow CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2" STONE. TEMPORARY WIRE SCREEN
2. INSPECT WEEKLY AND FOLLOWING EVERY RAINFALL EVENT OF GREATER THAN 2' WITHIN A 24 HOUR SEDIMENT POOL
PERIOD AND EVERY 7 CALENDAR DAYS AT A MINIMUM. AFTER EACH RAINFALL INSPECT ANY y r
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL _ -
a a. �
ELEVATION OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
WIRE OR PLASTIC ZIP TIES FOR MIN 6" THICK 1' MIN n ti g
FASTENING WIRE REINF. MUST DIVERSION RIDGE REQUIRED ` TER 2 MAX z g
HAVE MIN. 50 LB TENSILE STRENGTH ( a ORGR� f !
WOVEN WIRE FENCE (MIN. T GAUGE, ° !„ 2'0 Gs ru a .r;- >y ,,_ I , I (,�� it--) ! (!' b ? L` `� 0
MAX. 6" MESH SPACING) WITH FILTER CLOTH COVER WHERE GRADE EXCEEDS 2 /a `- � J` ,` }�' _ _ SEDIMENT �) -.� � � i ' ~ ° DEWATERING DR � �
POSTS: 1.33 LB / LINEAR FT STEEL EXISTING PAVED 7 ' ' 1�� OP INLET
FENCE: WOVEN WIRE, 14 GA. 6" MAX. MESH OPENING ROADWAY ; -; 1 - �' ( - _ WITH GRATE = m
FILTER FABRIC: SYNTHETIC FILTER FABRIC OF AT LEAST NOTES: H "
95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW F.
IS CERTIFIED BY THE MANUF. OR SUPPLIER AS -' POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW THE CREST OF
CONFORMING TO THE REQ'M IN ASTM C 6461. SYNTHETIC SECTION A -A FILTER FABRIC THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM
FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY DRAIN FOR LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2X4 WOOD STUBS THROUGH
o co INHIBITORS AND STABILIZERS TO PROVIDE A MIN. OF 6 MO. SUPPLY WATER SPILLWAY BLOCK OPENINGS.
N OF EXPECTED USABLE CONSTRUCTION LIFE AT TEMP TO WASH WHEELS 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS OVER ALL Y
C RANGE OF 0 TO 120OF IF NECESSARY BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
COMPACTED 3. USE CLEAN GRAVEL, 3/4 TO 1/2" IN DIAMETER, PACED 2" BELOW THE TOP OF THE BLOCK ON A 2:1
BACKFILL FINISH GRADE
SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT# 57 WASHED STONE IS ,
FLOW wv, Vic„ _ RECOMMENDED. ° (�'`.CAR�Z''
----r--S.Or- z ,.,'vr•'`�n'�"`�� `v-J Q`�t ^_C;i� �O�';FESS/�•../���
6 w�a Cpc7V y ,�ro2C��7c 4. IF ONLY STONE AND GRAVEL ARE USED, KEEP THE SLOPE TOWARD THE INLET NO STEEPER
" A THAN 3:1. LEAVE A MIN. T WIDE LEVEL STONE AREA BETWEEN THE STRUCTURE AND AROUND THE _ :a SEAL
\//\\\ \\ �S 2"-3" WASHED STONE. INLET TO PREVENT GRAVEL FROM ENTERING INLET. ON THE SLOPE TOWARD THE INLET, USE = o306t9
/. /, / / / ,' MIN 6" THICK `'-`° ra �, " : F
EXTEND WIRE FENC /� 4 / \��\, UNDISTURBED ��'_hr STONE 3 IN DIAMETER OR LARGER. ON THE SLOPE AWAY FROM THE INLET, USE 1/2 - 3/4' GRAVEL
MIN. OF 2" INTO TRENCH -1 UNDISTURBED
N GROUND J (,� (NCDOT #57 WASHED STONE) AT A MIN. THICKNESS OF 1'. M C oO \
n �b ''`.'iG=. �, its�o ,.-O, g �� lvc.'..i!.`''Y`c.C`C�t?,r,", �- �¢i////111111111111AAPAA
/ r 4 X�7-J t Svc o MAINTENANCE: 0
EMBEDDED FILTER FA T RE6 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER)
MIN. 8" INTO GROUND
� DIVERSION RIDGE RAINFALL AND MAKE REPAIRS AS NEEDED.
20'R MIN. � _ I 2. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR o
50 MIN
CROSS-SECTION �- SUBSEQUENT RAINS. N o X i d cOi
MAINTENANCE: 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL Q' a an D r12
NOTES: MATERIALS AND ANY UNSUITABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. o x E z aq z O a
1. INSPECT AT LEAST ONCE A WEEK AND AFTER w o o x F x 0,6 o
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. � z o
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. o o a J
TO FENCE POSTS WITH WIRE TIES OR STAPLES. IMMEDIATELY. PL N � rn � o � o .- a
2. FILTER CLOTH TO BE FASTENED SECURELY TO 2 SHOULD THE FABRIC OF THE FENCE COLLAPSE,
WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"TEAR, DECOMPOSE OR BECOME INEFFECTIVE, 2 e m
AT TOP AND MID SECTION. REPLACE IT PROMPTLYCE1 Temporary Construction Entrance 3 Temporary Block & Gravel Y' U).
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN CE101 CE101 Inlet Protection o o r w o
3
EACH OTHER THEY SHALL BE OVERLAPPED BY SIX . REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE N.T.S. m m a
INCHES AND FOLDED. z
NEXT RAIN AND TO REDUCE PRESSURE ON THE S2 x O it iu A
4. MAINTENANCE SHALL BE PERFORMED AS NOTED FENCE. TAKE CARE TO AVOID UNDERMINING THE N.T.S. Y
B IN THE EROSION CONTROL PLAN. COLLECTED
MATERIAL SHALL BE REMOVED WHEN SEDIMENT FENCE DURING CLEANOUT. i? 3 0 coo LL m coN-
m
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE
ACCUMULATES TO HALF THE HEIGHT OF THE SILT DEPTH OF FLOW = 6" w
FENCE. SEDIMENT DEPOSITS AND BRING THE AREA TO
5. THE SILT FENCE WILL NOT BE TRENCHED/DUG IN GRADE AND STABILIZE IT AFTER THE CONTRIBUTING L THE DISTANCE SUCH THAT POINTS z of W F
zg
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. A AND B ARE OF EQUAL ELEVATION u- L z 0 co co � W
WITHIN THE DRIPLINES OF THE PRESERVED TREES. 2' MAX o 0 o z W o
AT CENTER a=ad Q� a0�4 CO o t- = z 5 a
CONSTRUCTION: °a ° _ x a
NCDOT #5 OR #57 ='ni=` �on��poo _ A B 0 Z a w a o
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC = l= O a > a on
FILTER FABRICS. WASHED STONE L �rtdo r J a UJ
o w o LL
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT DOES NOT EXCEED 24" ABOVE GROUND SURFACE. J a
(HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE A FAILURE) USE FILTER FABRIC �1.5'� i.r G ° ' a
ENSURE THAT THE SILT FENCE MAINTAINS A MINIMUM HEIGHT OF 18" ABOVE GROUND SURFACE. BENEATH -� Tyr �f vi
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO t_ SPACING BETWEEN CHECK DAMS
AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A <- SPECIAL NOTES U)
1. CHECK DAM IS TO BE KEYED INTO THE CHANNEL BOTTOM AND ABUTMENTS TO A DEPTH OF J
SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. C a 12 -24 TO PREVENT EROSION UNDER AND AROUND THE ENDS OF THE DAM. KEYWAY WIDTH
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH. FASTEN SECURELY TO THE UPSLOPE FLOW - o' 2 MAX " a
> < q l AT CENTER SHOULD BE AT LEAST 12".
SIDE OF THE POSTS, EXTEND WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE ��; _ 2. ELEVATION OF THE TOE OF THE UPSTREAM DAM SHOULD BE AT OR BELOW THE ELEVATION U O D
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES '{ } -'�{ ��
OF THE CREST OF THE DOWNSTREAM DAM. m W J
SHOULD HAVE MINIMUM 50 POUNDS TENSILE STRENGTH. z Q O
INSTALLATION: 4 TO 61 O 0 w
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE CLASS "B" RIP RAP MAINTENANCE: t= Z
INSPECT CHECK DAMS DAILY AND FOLLOWING EVERY RAINFALL EVENT OF GREATER THAN Y"
FENCE. CHECK WITH A LEVEL IF NECESSARY. WITHIN A 24 HOUR PERIOD. REPAIR AS NECESSARY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR 1- w O O
2. INSTALL POSTS 4' APART IN CRITICAL AREAS AND MAX 8' APART IN ALL AREAS. USE FILTER FABRIC a0 Z U
3. INSTALL POSTS 2' DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE AND AS CLOSE AS POSSIBLE INSTALLATION: BENEATH OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE m Z
AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND DAM EDGES. � Z O O
A TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. U) O in
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE FABRIC. 2. KEEP THE CENTER STONE SECTION AT LEAST 9" BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, J Q m
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WIHTIN THE TOP 8" OF THE THE CHANNEL BANKS. O of
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH TIEPOINT AT 3. EXTEND STONE AT LEAST 1.5' BEYOND DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS. THAT PORION OF THE CHANNEL (PRACTICE 6.31, RIP RAP -LINE AND PAVED CHANNELS). Q 0 W
m O
LEAST 1" VERTICALLY APART. 4. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE Z LL U- J
6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. EROSION. REMOVE SEDIMENT ACCUMULATED AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION. O U
7. NO MORE THAN 24" OF A 36" FABRIC IS ALLOWED ABOVE GROUND LEVEL. 5. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. ALLOW THE CHANNEL TO DRAIN THROUGH THE STEONE CHECK DAM AND PREVENT LARGE FLOWS U U
8. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC EXERTING AT LEAST 60 POUNDS 6. ENSURE THAT OTHER AREAS OF THE CHANNEL ARE NOTE SUBJECT TO DAMAGE OR BLOCKAGE FROM FROM CARRYING SEDIMENT OVER THE DAM. Z
PER SQUA NCH. COMPACT THE UPSTREAM SIDE FIRST AND TEHN EACH SIDE TWICE. DISPLACED STONES. O PLATE REFERENCE
CE100 Sedimentation/Slit Fence CE100 Rock Check Dam F cu5oo
CE101 CE101
N.T.S. N.T.S. SHEET 24

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0
0
7
N
DITCH SECTION TABLE
DITCH ID
SWALE TYPE
LINING TYPE
D DIMENSION
W DIMENSION
DITCH 1
TRAPEZOIDAL
STRAW
WITH NET
0.75'
5'
DITCH 2
TRAPEZOIDAL
WITH NET
0.5'
5'
DITCH 3
TRAPEZOIDAL
STRAW
WITH NET
0.5'
5'
DIVERSION DITCH # 1
DRAINAGE AREA = 1.9 AC
SOIL HYDROLOGY GROUP = A
V = 2.3 FT/S
Q10,24 = (.8)(8)(1.9) = 12.16 CFS
SLOPE TOWARD DIVERSION = 34%
USE DEPTH (D) OF 0.75'
USE SIDE SLOPE = 3:1
CROSS SEC. AREA = 5.4 SQFT
LENGTH = 180'; GRADE =1.2%
QA = 12.4 CFS
QA' Q10,24
CALCULATIONS
DIVERSION DITCH # 2
DRAINAGE AREA = 0.7 AC
SOIL HYDROLOGY GROUP = A
V = 1.6 FT/S
Q10,24 = (.8)(8)(0.7) = 4.48 CFS
SLOPE TOWARD DIVERSION = 34%
USE DEPTH (D) OF 0.5'
USE SIDE SLOPE = 3:1
CROSS SEC. AREA = 3.2 SQFT
LENGTH = 205'; GRADE =1.0%
QA = 5.23 CFS
QA' Q10,24
TEMP. OUTLET PROTECTION # 1 TEMP. OUTLET PROTECTION # 2
WIDTH = WIDTH OF DITCH AT BASIN WIDTH = WIDTH OF DITCH AT BASIN
ENTRY AND UP V OF SIDE SLOPE ENTRY AND UP V OF SIDE SLOPE
APRON THICKNESS = 1' APRON THICKNESS = 1'
APRON MIN. LENGTH = 10' APRON MIN. LENGTH = 12'
RIP RAP d50 =4"-6" RIP RAP d5o =4"-6"
DIVERSION DITCH # 3
DRAINAGE AREA = 0.9 AC
SOIL HYDROLOGY GROUP = A
V = 2.3 FT/S
Q10,24 = (•8)(8)(0.9) = 5.76 CFS
SLOPE TOWARD DIVERSION = 3-4%
USE DEPTH (D) OF 0.5'
USE SIDE SLOPE = 3:1
CROSS SEC. AREA = 3.2 SQFT
LENGTH =100'; GRADE = 2.0%
QA=7.39CFS
QA' Q10,24
11185104111111141a009:1910Q► ,'&=
WIDTH = WIDTH OF DITCH AT BASIN
ENTRY AND UP T OF SIDE SLOPE
APRON THICKNESS = 1'
APRON MIN. LENGTH = 8'
RIP RAP d50 =4"-6"
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.
CE100
Temporary Diversions
CE101 N.T.S.
z_
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LU 00
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PLAN VIEW
MAINTENANCE:
1. INSPECT THE BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE
BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
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 HAS BEEN PROPERLY
STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENTS
DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
I
ROLL NO.1
ROLL NO.3
M
11 GAUGE, AT LEAST 6" L '
x 1" W STAPLES OR 12" 6"
MIN. STAKE
PICTORIAL VIEW OF TRANSVERSE SLOT
ROLL NO.2
SEQUENTIAL ROLL RUN
OUT IN CHANNELS
MAINTENANCE:
1. INSPECT RECP AT LEAST
WEEKLY AND AFTER EACH
SIGNIFICANT (1l2" OR GREATER)
RAIN FALL EVENT. REPAIR
IMMEDIATELY.
2. GOOD CONTACT WITH THE
GROUND MUST BE MAINTAINED,
AND EROSION MUST NOT OCCUR
BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT
ARE DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND
SHALL BE REPAIRED AND
STAPLED.
4. IF EROSION OCCURS DUE TO
POORLY CONTROLLED DRAINAGE,
THE PROBLEM SHALL BE FIXED
AND THE ERODED AREA
PROTECTED.
5. MONITOR AND REPAIR THE
RECP AS NECESSARY UNTIL
GROUND COVER IS ESTABLISHED.
INSTALLATION
1. START AT DOWNSTREAM TERMINAL AND PROGRESS UPSTREAM.
2. FIRST ROLL IS CENTERED LONGITUDINALLY IN MID CHANNEL AND PINNED WITH TEMPORARY STAKES
TO MAINTAIN ALIGNMENT.
3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED SEQUENCE BEHIND FIRST ROLL. USE CENTER ROLL
FOR ALIGNMENT TO CHANNEL CENTER.
4. WORK OUTWARDS FROM CHANNEL CENTER TO EDGE.
5. USE 3" OVERLAP AND STAKE AT 5' INTERVALS ALONG SEAMS.
6. USE 3' OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT LINING AT ROLL ENDS.
7. ANCHOR PRODUCTS SO THAT A CONTINUOUS, FIRM CONTACT (NO TENTING) WITH THE SOIL
SURFACE/SEED BAD IS MAINTAINED.
CE100 Rolled Erosion Control Product
CE101
N.T.S.
FENCE AND FABRIC BURIED IN TRENCH
PER SEDIMENTATION/SILT FENCE REQ.
6"X6" TRENCH, BACKFILLED AND COMPACTED
PER SEDIMENTATION/SILT FENCE REQ.
INSTALL SUPPORT WIRE
TO PREVENT SAGGING
Q00 Porous Baffle
N.T.S.
POST
(MIN POST DEPTH = 24")
SECTION VIEW AT OPENING
TIE SUPPORT WIRE
TO STAKE
COIR MESH OR SIMILAR, TRENCHED INTO
BOTTOM OR SIDE OF BASIN
POSTS SHALL BE DRIVEN
24" MIN INTO BOTTOM OR
SIDE
NOTES:
1. INSTALL THREE(3) COIR FIBER BAFFLES IN SEDIMENT POND
AND TRAP, SPACED BY PERCENT OF SURFACE AREA FOR
EACH SECTION AS FOLLOWS: INLET ZONE = 35%, 1ST CELL =
25%, 2ND CELL = 25%, OUTLET ZONE = 15%
2. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT BE BELOW
BASE OF EMERGENCY SPILLWAY ELEVATION.
Alutii
N �
LBYD, Inc.
CMI and Structural Engineers
716 South 30th Street
Birmin go ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
© copyright 2012 102-12-049
These arorngs and design intent are the sole property or
iR1}, hC' which moy not be reprodued wiGhaut wntten pemKiw,
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WILMINGTON
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PLATE REFERENCE
NUMBER
C-501
SHEET 25

SEDIMENT TRAP
OUTLET PROTECTION
) I DIVERSION DITCH #1
004
U k111Syliiy(Twirk[a7_1XflllIFEWi1 L,
USE CONCRETE WITH A MINIMUM DENSITY
(gc)=150 Ib/ft3
WATER DENSITY= (gw) = 62.4 LB/FT3
SOIL DENSITY= (gs) = 110.0 LB/FT3
OUTER DIAMETER: 4.33 FT
BASE SLAB DIAMETER = 4.33 FT
DIVERSION
DITCH 2
FLOW
POROUS BAFFLES
(3 MINIMUM)
TEMPORARY SKIMMER
SEDIMENT BASIN #1 PLAN
WATER DISPLACED BY RISER = 4.1 KIPS
WATER DISPLACED BY BASE SLAB = 0.8 KIPS
RISER = 6.0 KIPS
BASE SLAB = 1.9 KIPS
DOWNWARD FORCE OF 7.1 KIPS > 4.9 KIPS
SO RISER WILL NOT FLOAT
_ DESIGN STORM SKIMMER
- - - - WATER ELEVATION
- - ----- ---
J
POROUS BAFFLES
(3 MINIMUM)
(SEE POROUS BAFFLE DETAIL)
EMERGENCY SPILLWAY ARMORED WITH
RIP RAP AND FILTER FABRIC
SKIMMER
SKIMMER CONNECTED TO
PERMANENT OUTLET
STRUCTURE
24" PERMANENT
RCP
0
o EMERGENCY SPILLWAY
m
EARTHEN DAM WITH 3:1 MAX
FORESLOPE AND BACKSLOPE
GRAVEL PAD (CLASS
A OR #57 STONE)
CONNECT SKIMMER TO RISER VIA 3" ORIFICE.
FILL VOIDS WITH NON -SHRINK GROUT
PERMANENT OUTLET
STRUCTURE
24" PERMANENT
RCP
MAINTANENCE PROFILE
1. INSPECT BASIN DAILY AND FOLLOWING EVERY RAINFALL EVENT OF GREATER THAN 1/2" WITHIN A 24HR PERIOD; REPAIR AS NECESSARY. REMOVE SEDIMENT AND RESTORE THE BASIN
TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH
IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM
OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER
TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE
SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
B 5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,
SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH
AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH
ICE.
ICALCULATIONS1
SKIMMER BASIN DESIGN SUMMARY
Ru
SKIMMER BASIN VOLUME SPREADSHEET
Contour Incremental
Total
Stage
EtevaUrsr Area .Storage
Storage
ft}
fti (sofa icuft)
(cuft)
0,00
240.00 2272 0.000
O.00O
1.00
241-00 3250 2.746
2.746
2.00
242.00 4300 3.762
6,509
3.00
243,00 5308. 4.795
11.303
CE100 Temporar
Skimmer Sedh
N.T.S.
Skimmer Basin
Okay
Disturbed Area Acres
Peak Fiowfrom 14 ear Storm cfs
6210
Require Volume ft3
3633
Required Surface Area
ft`
42-6
Suggestad Width It
8$.2
2csted Length t it
Trial Top Width at SpillSpillyway Invert 8
Trial Top Length at Spilthway Imrert ft
Trial Side Slope Ratio ZA
Trial Depth It
2 to 3.5 feet above ade
16
Bottom Width ft
142
Bottom Length It
22T2
Bottom Area its
11406
Actual Volume fit'
Oka
5W
Actual Surface Area ft`
Okay
_
Trial fit Weir Length ft
g
19A
_
Thai Depth of Flow ft
S illw Ca i cfs
Okay
''�.=•r=,={
Skimmer Size inches
E 4
0.25
4
Head on Skimmer et
Orifice Size 114 inch increments
4-'�x'- cep .
2.4T
Dewatenn Time da s.
Suggest a3 da s
- -;2M
x
EVE
.i.-. .�_.�
rent
Basin
#1
OUTLET PROTECTION
TEMPORARY DIVERSION �J1
DITCH # 3
�rt
SKIMMER
41l%
EMERGENCY SPILLWAY
ARMORED WITH RIP RAP
AND FILTER FABRIC
SEDIMENT TRAP
POROUS
BAFFLES
TEMPORARY SKIMMER
SEDIMENT BASIN #2
SKIMMER CONNECTED TO
PERMANENT OUTLET
STRUCTURE
24" PERMANENT
RCP
LBYD, Inc.
Chill and Structural Enginore
0 716 South 30th Street
Birminham, 5 35233
I IWI I Main ((205)) 251-I500
Fox 205 488-0226
Pie (� �a LBYD PROJECT NO.
O copyright 20t2 102-12-049
These drawings and des gn PPr•hr are the sole property of
01) n_. which may net re eprodu ed without written pemus<iai
ANTI -FLOTATION CALCULATIONS:
USE CONCRETE WITH A MINIMUM DENSITY
(7C)=150 Ib/ft3
WATER DENSITY= (yw) = 62.4 LBIFT3
SOIL DENSITY= (ys) =110.0 LB/FT3
OUTER DIAMETER: 3.33 FT
BASE SLAB DIAMETER = 3.33 FT
WATER DISPLACED BY RISER = 2.4 KIPS
WATER DISPLACED BY BASE SLAB = 0.5 KIPS
RISER = 4.5 KIPS
BASE SLAB =1.1 KIPS
DOWNWARD FORCE OF 5.6 KIPS > 2.9 KIPS SO
RISER WILL NOT FLOAT
0
o EMERGENCY SPILLWAY
M
LU
DESIGN STORM LU EARTHEN DAM WITH 3:1 MAX
WATER ELEVATION pSKIMMER -\ LL 1 _ - � FORESLOPE AND BACKSLOPE
L
POROUS BAFFLES
(3 MINIMUM)
(SEE POROUS BAFFLE DETAIL)
MAINTANENCE
GRAVEL PAD (CLASS \
A OR #57 STONE)
CONNECT SKIMMER TO RISER VIA 3" ORIFICE.
FILL VOIDS WITH NON -SHRINK GROUT
PROFILE
PERMANENT OUTLET
STRUCTURE
24" PERMANENT
RCP
1. INSPECT BASIN DAILY AND FOLLOWING EVERY RAINFALL EVENT OF GREATER THAN 1/2" WITHIN A 24HR PERIOD; REPAIR AS NECESSARY. REMOVE SEDIMENT AND RESTORE THE BASIN
TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH
IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM
OF THE BASIN DOES NOT HO-D DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER
TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE
SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,
SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH
AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH
ICE.
CALCULATIONS
SKIMMER BASIN VOLUME SPREADSHEET
Stage
801wation,
t Coeriar
,
incrementall
TOW
6 AM
(
(om}
0.00
4QO
1640
OLOW
&000
1_00
41.00
4.385
4,006
4,WG
2.00
4Z.00
5.11E
4.780
8,786
3.00
4300
6,046
6.610
14.396
CE100 Tempora
Skimmer Sediment Basin #2
N.T.S.
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US Army Corps
of Engineers"
WILMINGTON
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PLATE REFERENCE
NUMBER
C-502
SHEET 26 J
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0
0
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.
2. APPLY 10-20-20 (N-P-K) 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.
3. FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL PRIOR TO SEEDING.
4. SEED MIX AND RATE:
- PERMANENT SEED MIXTURE AND APPLICATION RATE: SEE LANDSCAPE PLANS AND
SPECIFICATION.
- TEMPORARY SEED MIXTURE AND APPLICATION RATE:
- PLANTED BETWEEN SEPTEMBER 1 AND FEBRUARY 28: 120 LBS PER ACRE
WINTER WHEAT (TRITICUM SPELTA)
- PLANTED BETWEEN MARCH 1 AND AUGUST 31: 65 LBS PER ACRE GERMAN (SETARIA
ITALICA), BROWN TOP (SETARIA ITALICA), OR FOXTAIL MILLET (BRACHIARIA RAMOSUM)
- MULCHING MATERIALS AND APPLICATION RATE:
- STRAW MULCH: 4, 000 LBS PER ACRE. 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.
- HYDROSEEDING IS ONLY ALLOWED ON SLOPES STEEPER THAN 1:1 AND STEPS 1 THROUGH 3
MUST BE COMPLETED PRIOR TO HYDROSEEDING.
- MULCH SHALL INCLUDE A TACKIFIER AND BE APPLIED PER THE MANUFACTURER'S
RECOMMENDATIONS.
5. NOTE: G.S. 113A-57NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE SHALL
BEUNDERTAKEN EXCEPT IN ACCORDANCE WITH THE FOLLOWING MANDATORY REQUIREMENTS:
6. 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 WILL, 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.
7. 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.
MAINTENANCE 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.
MOWING
A.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.
B.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.
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.
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.
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
IF SLOPESARE 19 ORLESS IN
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 3:1
THAN 2:1,14 DAYS ARE ALLOWED
SLOPES 3:1 OR
14 DAYS
7 • DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES
7 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(b))
Q
00
Temporary Seeding Schedule
N.T.S.
PVC END CAP
PROFILE
PVC PIPE WITH
%" HOLES IN UNDERSIDE
3" SCHD 40 P�
WATER SURFACE
VENT PIPE
TEE
FLEXIBLE HOSE PROFILE
3" SCHD 40 PVC TO RISER BEND
2" ORIFICE
PLATE
WATER ENTRY POINT -�
MAINTANENCE: (1/2" HOLES)
1. INSPECT SKIMMER DAILY AND FOLLOWING EVERY RAINFALL EVENT OF GREATER THAN 1/2" WITHIN
A 24HR PERIOD; REPAIR AS NECESSARY.
2. TRASH: IF THE INLET SCREEN CLOGS AND THERE IS WATER IN THE BASIN, TUGGING ON THE ROPE
SEVERAL TIMES WILL USUALLY WASH THE TRASH OFF AND RESTORE FLOW. IF NOT, PULL THE INLET
TO THE SIDE OF THE BASIN AND USE A STICK TO CLEAN THE SCREEN. OPEN THE SCREEN DOOR AND
REMOVE ANY TRASH OR SEDIMENT INSIDE SO GRASS OR TREES DO NOT GROW IN THE INLET. (YES,
THIS CAN HAPPEN!)
3. SEDIMENT ACCUMULATION AROUND SKIMMER: A SHALLOW, LONG BASIN, USING BAFFLES, AND
INFLOW IN THE BASIN AT THE OPPOSITE END FROM THE OUTLET HELP KEEP SEDIMENT AWAY FROM
THE SKIMMER. IF SEDIMENT RESTRICTS SKIMMER MOVEMENT, PULL THE SKIMMER TO ONE SIDE AND
EXCAVATE UNDER IT.
4. ICE: TRY TO KEEP ICE BROKEN UP AT THE INLET AND AROUND THE BARREL TO KEEP WATER
FLOWING, MAKING IT LESS LIKELY THE INLET WILL FREEZE. SPRAY PAINTING THE FLOAT BLACK TO
ABSORB HEAT IS RECOMMENDED. USE PAINT THAT WILL STICK TO PVC PLASTIC.
5. HANDLING THE SKIMMER: THE SKIMMER IS MADE OF PLASTIC AND WILL WITHSTAND HEAT, COLD
AND SUNLIGHT BUT IT NEEDS TO BE HANDLED BY HAND, NOT GRABBED WITH A BACKHOE BUCKET
AND YANKED AROUND, ESPECIALLY IN COLD WEATHER. TO REMOVE THE SKIMMER, DISCONNECT THE
HOSE FIRST, THEN DISCONNECT THE BARREL FROM THE INLET EXTENSION. DO NOT TRY TO PULL
THE SKIMMER LOOSE WITH A BACKHOE.
NOTES:
1. A SKIMMER IS A SEDIMENTATION BASIN DEWATERING CONTROL DEVICE THAT WITHDRAWS
WATER FROM THE BASIN'S WATER SURFACE, THUS REMOVING THE HIGHEST QUALITY WATER
FRO DELIVERY TO THE UNCONTROLLED ENVIRONMENT.
2. ANY SKIMMER DESIGN THAT DEWATERS FROM THE SURFACE AT A CONTROLLED RATE IS
ACCEPTABLE.
3. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS. INSTALL THE
SKIMMER PER THE SEDIMENT BASIN SPECIFICATIONS.
2 Skimmer
CE100
N.T.S.
SEDIMENT BASIN SPECIFICATIONS:
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH
AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA.
PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9" AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6" TO ALLOW FOR SETTLEMENT
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT
UNDER THE SKIMMER OR PROVIDE A LOW SUPPORT UNDER THE SKIMMER OF STONE OR WOOD.
4. PLACE THE BARREL (TYPICALLY 4" SCHD 40 PVC) ON A FIRM, SMOOTH FOUNDATION FO IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,
GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4" LIFTS AND COMPACT IT BENEATH
AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN DURING COMPACTION TO NOT RAISE THE
PIPE FROM THE FORM CONTACT WITH ITS FOUNDATION. PLACE A MINIMUM DEPTH OF 2' OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE
CROSSING IT WITH EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT
IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT
TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT
TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,
GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY
SHOULD BE LINED WITH LAMINATED PLASTIC OF IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM
AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE
FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT
JOINED OR SPLICED, OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE
SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO
THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED
FROM *A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS.* FEBRUARY, 1999. J. W. FAIRCLOTH & SON).
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET
PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF
CONTROL MEASURES AND OUTLET PROTECTION).
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS
ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65 NCDENR ESCPDM, POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACES STABILIZATION),
EROSION CONTROL SPECIFICATION NOTES:
CONSTRUCTION ENTRANCE:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON THE PLANS AND SMOOTH.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER
SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THE IMPROVE STABILITY OF THE
FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
DIVERSION DITCHES:
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 AND CHANNEL IMMEDIATELY AFTER
CONSTRUCTION PER THE SEEDING SCHEDULE.
TREE PROTECTION FENCE:
1. ERECT TREE PROTECTION ZONE FENCES WITH TALL, BRIGHT PROTECTIVE
FENCING. TEMPORARY TREE PROTECTION FENCING SHOULD BE ERECTED
BEFORE CLEARING, DELIVERIES, AND OTHER CONSTRUCTION ACTIVITIES
BEGIN ON THE SITE.
2. PROHIBIT OR RESTRICT ACCESS TO TREE PROTECTION ZONES. POST
"KEEP OUT" SIGNS ON ALL SIDES OF FENCING. DO NOT STORE
CONSTRUCTION EQUIPMENT OR MATERIALS IN TREE PROTECTION ZONES.
PROHIBIT CONSTRUCTION ACTIVITIES NEAR THE MOST VALUABLE TREES
AND RESTRICT ACTIVITIES AROUND OTHERS.
3. MONITOR TREES. VIGILANCE IS REQUIRED TO PROTECT TREES ON
CONSTRUCTION SITES. USE A TREE PROFESSIONAL OR TRAIN YOUR STAFF
TO MONITOR TREE HEALTH DURING AND AFTER CONSTRUCTION ON A
REGULAR, FREQUENT BASIS. WATCH FOR SIGNS OF TREE STRESS SUCH AS
LEAF LOSS OR GENERAL DECLINE IN HEALTH OR APPEARANCE.
4. MONITOR FENCES WEEKLY. REPAIR AND REPLACE FENCES AS
NECESSARY.
POROUS BAFFLES:
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
TRAP (PRACTICE 6.62, SEDIMENT FENCE NCDENR ESCPDM).
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 234 INCHES, SPACED A
MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE 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
THAT 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
OPENING SIN THE WEAVE. ATTACH FABRIC TO A ROPE AND SUPPORT
STRUCTURE WITH SOP 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.
OUTLET STABILIZATION:
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 SO THE TOP LAYER IS ABOVE THE
DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE,
REPOLACE 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 SHOULD BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
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. ENSURE THAT THE APRON IS
PROPERLY AIGHNED WITH THE RECEIVING STREAM AND PREFERABLY
STRAIGHT THOUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE
CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION.
LBYD, Inc.
Chit and Structural Er ill
O O 716 South 30th Street Birmingham, 35233
Alain (2osILII (1-I5oo
Fax 205)) 25
488-0226
LBYD PROJECT NO.
CC) Copy Ot 2012 102-12-049
these arawngs and des;9a Cent a* the sole prepe'ty of
LIM,, 1n:. oo ncy not De .ehodu;.ed wiGnou: w.iCen permisamn
ROLLED EROSION CONTROL PRODUCT:
1. EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S
WILL PROBABLY NOT FUNCTION AS DESIRED. PROPER INSTALLATION IS
IMPERATIVE. EVEN IF PROPERLY INSTALLED, IF NOT PROPERLY TIMED AND
NOURISHED, VEGETATION WILL PROBABLY NOT GROW AS DESIRED.
PROPER SEED.VEGETATION SELECTION IS ALSO IMPERATIVE.
2. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND
IS SMOOTH AND LOOSE. WHEN SEEDING PRIOR TO INSTALLATION, FOLLOW
THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND
SEEDING IN SURFACE STABILIZATION, 6.1. ALL GULLIES, RILLS, AND ANY
OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO
INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT:
REMOVE ALL LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS
CLUMPS, TRASH AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO
ALLOW FOR DIRECT CONTACT BETWEEN THE SOIL SURFACE AND THE
RECP.)
3. TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND
INTERMITTENT TRENCHES MUST BE CONSTRUCTED ACROSS CHANNELS AT
25-FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A
MINIMUM OF 12 INCHES IN DEPTH AND 6 INCHES IN WIDTH, WHILE
INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES
WIDE.
4. INSTALLATION FOR SLOPES - PLACE THE RECP 2-3 FEET OVER THE TOP
OF THE SLOPE AND INTO AN EXCAVATED END TRENCH MEASURING
APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT 1
FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH, BACKFILL, AND
COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE MAINTAINING
DIRECT CONTACT BETWEEN THE SOIL AND THE RECP. OVERLAP
ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN THE RECP TO THE GROUND
USING STAPLES OR PINS IN A 3 FOOT CENTER -TO -CENTER PETTERN. LESS
FREQUENT STAPLING/PINNING IS ACCEPTABLE ON MODERATE SLOPES.
5. INSTALLATION IN CHANNELS - EXCAVATE TERMINAL TRENCHES (12
INCHES DEEP AND 6 INCHES WIDE) ACROSS THE CHANNEL AT THE UPPER
AND LOWER END OF THE LINED CHANNEL SECTIONS. AT 25-FOOT
INTERVALS ALONG THE CHANNEL, ANCHOR THE RECP ACROSS THE
CHANNEL EITHER IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO
CLOSELY SPACED ROWS OF ANCHORS. EXCAVATE LONGITUDINAL
TRENCHES 6 INCHES DEEP AND WIDE ALONG CHANNEL EDGES (ABOVE
WATER LINE) IN WHICH TO BURY THE OUTSIDE RECP EDGES. PALCE THE
FIRST RECP AT THE DOWNSTREAM END OF THE CHANNEL. PLACE THE END
OF THE FIRST RECP IN THE TERMINAL TRENCH AND PIN IT AT 1 FOOT
INTERVALS ALONG THE BOTTOM OF THE TRENCH.
6. NOTE: THE RECP SHOULD BE PLACE DUPSIDE DOWN IN THE TRENCH
WITH THE ROLL ON THE DOWNSTREAM SIDE OF THE BENCH.
7. ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING
OVER THE TOP OF THE TRENCH AND UNROLLING UPSTREAM. IF THE
CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF
ADJACENT ROLLS IN THE TERMINAL TRENCH, OVERLAPPING THE
ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN AT 1 FOOT INTERVALS,
BACKFILL, AND COMPACT, UNROLL THE RECOP IN THE UPSTREAM
DIRECTION UNTIL REACHING THE FIRST INTERMITTENT TRENCH. FOLD THE
RECP BACK OVER ITSELF, POSITIONING THE ROLL ON THE DOWNSTREAM
SIDE OF THE TRENCH, AND ALLOWING THE MAT TO CONFORM TO THE
TRENCH.
8. THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH,
BACKFILL, AND COMPACT. CONTINUE UP THE CHANNEL (WRAPPING OVER
THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STOP AT OTHER
INTERMITTENT TRENCHES, UNTIL REACHING THE UPPER TERMINAL
TRENCH.
9. AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO
THE TRENCH, SECURE WITH PINS OR STAPLES, BACKFILL, COMPACT AND
THEN BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO
THE EXISTING MAT (2 TO 3 FEET OVERLAP IN THE DOWNSTREAM
DIRECTION), AND PIN AT 1 FOOT INTERVALS ACROSS THE RECP. WHEN
STARTING INSTALLATION OF A NEW ROLL, BEGIN IN A TRENCH OR SHINGLE.
LAP ENDS OF ROLLS A MINIMUM OF 1 FOOT WITH UPSTREAM RECP ON TOP
TO PREVENT UPLIFTING. PLACE THE OUTSIDE EDGES OF THE RECP(S) IN
LONGITUDINAL TRENCHES, PIN, BACKFILL, AND COMPACT.
10. ANCHORING DEVICES. 11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1
INCH WIDTH STAPLES OR 12 INCH MINIMUM LENGTH WOODEN STAKES ARE
RECOMMENDED FOR ANCHORING THE RECP T THE GROUND.
11. DRIVE STAPLES OR PINS SO THAT THE TOP OF THE STAPLE OR PIN
IS FLUSH WITH THE GROUND SURFACE. ANCHOR EACH RECP EVERY 3
FEET ALONG ITS CENTER. LONGITUDINAL OVERLAPS MUST BE
SUFFICIENT TO ACCOMMODATE A ROW OF ANCHORS AND UNIFORM
ALONG THE ENTIRE LENGTH OF OVERLAP AND ANCHORED EVERY 3
FEET ALONG THE OVERLAP LENGTH. ROLL ENDS MAY BE SPLICED BY
P N THE DIRECTION OF WATER FLO OVERLAPPING 1 FOOT (I W), WITH THE
UPSTREAM/UPSLOPE MAT PLACED ON TOP OF THE DOWNSTREAM\
DOWNSLOPE RECP. THIS OVERLAP SHOULD BE ANCHORED AT 1 FOOT
SPACING ACROSS THE RECP. WHEN INSTALLING MULTIPLE WIDTH
MATS HEAT SEAMED IN THE FACTORY, ALL FACTORY SEAMS AND FIELD
OVERLAPS SHOULD BE SIMILARLY ANCHORED.
US Army Corps
of Engineers.
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PLATE REFERENCE
NUMBER
C-503
SHEET 27

1
2
3
rd
5
MAINTENANCE:
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT (1/2" OR GREATER)
RAINFALL EVENTS 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.
PIPE OUTLET TO FLAT AREA- NO WELL-DEFINED CHANNEL
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PLAN
FIGURE OP-3
OP #1 & #2
La
P ,..
FILTER
SECTION AA BLANKET
#1 & #2 CALCULATIONS
NOTE: OUTLET STABILIZATION IS PERMANENT AND
HAS BEEN DESIGNED FOR A 100-YEAR STORM EVENT
J
C STABILIZATION STRUCTURE 1 STABILIZATION STRUCTURE 2
"DESIGN = 5.6 CFS QDESIGN = 3.7 CFS
PIPE DIAMETER (d) = 1.5' PIPE DIAMETER (d) = 1.5'
TAILWATER > 0.5(d) TAILWATER > 0.5(d)
La = 8' (FIGURE OP-3) La = 8' (FIGURE OP-3)
d50=3";dMm=1.5Xd5o=4.5" d5o=3";dMAx=1.5Xd50=4.5"
D=1.5XdmAx 6.75" D=1.5XdMA=6.75"
UPSTREAM APRON WIDTH = 4.5' UPSTREAM APRON WIDTH = 4.5'
DOWNSTREAM APRON WIDTH =4.7' DOWNSTREAM APRON WIDTH = 4.7'
#3 & #4 CALCULATIONS
NOTE: OUTLET STABILIZATION IS PERMANENT AND HAS BEEN DESIGNED
BASED ON THE 10-YEAR STORM PIPE FLOW GIVEN IN THE STORM WATER
REPORT BY ADC ENGINEERING FOR THE COMPANY OPS PN69573 PROJECT.
STABILIZATION STRUCTURE 3 STABILIZATION STRUCTURE 4
QGIVEN =7.5 CFS QGIVEN =1.5 CFS
PIPE DIAMETER (d) = 2' PIPE DIAMETER (d) = 1.5'
TAILWATER < 0.5(d) TAILWATER < 0.5(d)
La = 12' (FIGURE OP-2) La = 10' (FIGURE OP-2)
d50=6";DM,ix=1.5Xd50=9" d5o=6";dMAx=1.5Xd5o=9„
D = 1.5 X dMAX = 13.5" = 1. 125' D=1.5XdmAx 13.5"=1.125'
UPSTREAM APRON WIDTH = 6' UPSTREAM APRON WIDTH = 4.5'
B DOWNSTREAM APRON WIDTH = 14' DOWNSTREAM APRON WIDTH = 11.5'
NOTES:
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF
6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
Permanent Rip Rap
.� Outlet Stabilization Structure
� N.T.S.
0
NOTES:
1. STRIP TOPSOIL ONLY FROM THOSE AREAS THAT WILL BE DISTURBED BY EXCAVATION,
FILLING, ROADBUILDING, OR COMPACTION BY EQUIPMENT. A 4-6" STRIPPING DEPTH IS COMMON,
BUT DEPTH VARIES DEPENDING ON THE SITE. DETERMINE DEPTH OF STRIPPING BY TAKING SOIL
CORES AT SEVERAL LOCATION WITHIN EACH AREA TO BE STRIPPED. TOPSOIL DEPTH
GENERALLY VARIES ALONG A GRADIENT FROM HILLTOP TO TOE OF THE SLOPE. PUT SEDIMENT
BASINS, DIVERSIONS, AND OTHER CONTROLS INTO PLACE BEFORE STRIPPING.
2. LOCATION OF STOCK PILES - LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50
FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN
THAT NO OTHER ALTERNATIVES ARE REASONABLE AVAILABLE.
CE100 Topsoiling & Topsoil Stockpile
N.T.S.
ALL SODDING INSTALLATION AND MAINTENANCE REQUIREMENTS ARE
PER NCDENR, NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL CHAPER 6: SURFACE STABILIZATION.
1. OBTAIN SOIL TESTS FOR ALL AREAS TO BE SODDED.
2. ALL STONES LARGER THAN (3) THREE INCHES ON AND SIDE, STICKS,
ROOTS, AND OTHER EXTRANEOUS MATERIALS THAT SURFACE DURING
THE BED PREPARATION SHALL BE REMOVED.
3. APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY
SOIL ANALYSIS OF SOILS AT THE JOB SITE.
4. STORE SOD IN SHADE AND MOISTEN UPON UNROLLING.
5. RAKE AND MOISTEN THE SOIL SURFACE AS NECESSARY.
6. STAGGER STRIPS IN A BRICK -LIKE PATTERN AND INSURE ALL JOINTS
ARE BUTTED TIGHTLY. USE SHARP KNIFE TO TRIM IRREGULAR PIECES.
7. INSTALL STRIPS WITH LONGEST DIMENSION PERPENDICULAR TO THE
SLOPE. SECURE WITH PEGS OR STAPLES WHERE NEEDED.
8. ROLL TO PROVIDE FIRM CONTACT AND IRRIGATE UNTIL 4 INCHES
BELOW THE SOD ARE WET. KEEP AREAS MOIST UNTIL FULL
ESTABLISHMENT. DO NOT MOW UNTIL SOD IS FIRMLY ROOTED.
9. NOTE: G.S. 113A-57NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS
ARTICLE SHALL BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE
FOLLOWING MANDATORY REQUIREMENTS:
10. 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 WILL, 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.
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 DISSIPATER, AND STABILIZATION METHODS OF OPEN CHANNELS,
HAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THE 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 AND
INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE SHOWN ON 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 91)(D) OF THE 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 DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS. 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. 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 LICENSEES AND CERTIFICATION
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 STORM DRAINAGE FACILITIES;
COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
(F) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND OVER 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 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.
Aluti i
MAINTENANCE DURING ESTABLISHMENT PERIOD
LBYD, Inc.
CMI and Structural Enonemr
716 South 30th Street
Birmin ham, AL 35233
Main 205 251-4500
go Fax [phone]
LBYD PROJECT NO.
© copyright 2012 102-12-049
Tnese amwngs cnd d s to gent are the sole properly of
LB1C, inL,. w.ico noy not De .reproduced witnou, written peraisear,
MAINTENANCE OF THE SODDED 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.
AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE
MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD.
MOWING
A. DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS
HEIGHT SHALL BE MAINTAINED AS LISTED IN CHART BELOW. CLIPPINGS SHALL BE
REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE
GROUND SURFACE.
B.EROSION CONTROL AREAS: CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT
CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND SURFACE.
POST -FERTILIZATION
AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN THE DATES
OF APRIL 15 AND OCTOBER 15, APPLY FERTILIZER PER
CHART BELOW. FOLLOW SOIL TEST RECOMMENDATIONS FOR FURTHER LIMING AND
FERTILIZATION.
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.
SODDING REQUIREMENTS
COMMON NAME
PLACEMENT
ESTABLISHMENT
ANNUAL FERTILIZER
MOWING HEIGHT
MOWING
SODDING TYPE
LOCATION
TIME FRAME
(Ib N/1000 ft2)
(INCHES)
FREQUENCY
LAWN AREAS
ZOYSIA GRASS
SIDEWALK EDGES
2-3 WEEKS
1.5 Ibs
1"
HIGH
CENTIPEDE GRASS
BIO-RETENTION
2-3 WEEKS
0.5 Ibs
1
LOW
POND AREAS
[HYBRID BERMUDA
BIO-RETENTION
2-3 WEEKS
5-6 Ibs
1"
HIGH
POND AREAS
Sodding Schedule
N.T.S.
1. OBTAIN SOIL TESTS FOR ALL AREAS TO BE SEEDED.
2. ALL STONES LARGER THAN (3) THREE INCHES ON AND SIDE,
STICKS, ROOTS, AND OTHER EXTRANEOUS MATERIALS THAT
SURFACE DURING THE BED PREPARATION SHALL BE REMOVED.
3. APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY
LABORATORY SOIL ANALYSIS OF SOILS AT THE JOB SITE.
4. FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL
PRIOR TO SEEDING.
5. SEED MIX AND RATE:
- PERMANENT SEED MIXTURE AND APPLICATION RATE: SEE
LANDSCAPE PLANS, PROJECT SPECIFICATIONS, AND TABLE BELOW.
6.. NOTE: G.S. 113A-57NO LAND -DISTURBING ACTIVITY SUBJECT TO
THIS ARTICLE SHALL BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH
THE FOLLOWING MANDATORY REQUIREMENTS:
7. 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 WILL, 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.
MAINTENANCE 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.
MOWING
A.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.
B.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.
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.
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.
PERMANENT SEEDING
COMMON NAME
BOTANICAL NAME
DEVELOPMENT
SEEDING
APPLICATION
SEEDING TYPE
TIME FRAME
RATES
SEASON
COMMON BERMUDA
CYNODON
WARM SEASON
(HULLED)
DACTYLON
3 WEEKS TO 1 YEAR
65 LBS/ACRE
MARCH 1 TO AUG. 31
COMMON BERMUDA
CYNODON
COOL SEASON
(UNHULLED)
I DACTYLON
3 WEEKS TO 1 YEAR
125 LBS/ACRE
SEPT. 1 TO FEB. 28
Permanent Seeding Schedule
LS100
N.T.S.
US Army Corps
of Engineers*
WILMINGTON
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PLATE REFERENCE
NUMBER
C-504
SHEET 28
5

G3
0
1 2
z z w CLEAN JOINT
g z 1/2 BEFORE SEALING
U' F- SILICONE JOINT
SEALER
A A,
v
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PREFORMED /
JOINT FILLER
JOINT SEALER DETAIL A
AT POUR BREAKS AND ADJACENT TO EXISTING CONCRETE
1/4"
z z w CLEAN JOINT BEFORE SEALING
� < Y
- Q
ccr) X: SILICONE JOINT
SEALER
1
JOINT SEALER DETAIL B
SAW CUT JOINT
JOINT SEALER (DETAIL A)
REINFORCING
(# 3 @ 15" O.C.E.W.)
ONLY IN IRREGULAR AND
OVERSIZED SLABS,
GREASE ONE END FOR BOND BREAK
DOWEL BASKET
' W
N
U
12" MIN.
EMBEDMENT 1/2" PREFORMED JOINT SEALER
DOWELS SHALL BE 16" LONG
EXPANSION JOINT - DOWELED
1/4" WIDE X 2" DEEP
GROOVE (SEE NOTE 4)
AT POUR BREAKS
/JOINT SEALER (DETAIL B)
1/4" RADIUS
#3 - 6' LONG @ 24" SPACING J 10
TYPICAL AT JOINT
NOTES: CONTROL JOINT -TYP.
1, CONTRACTOR SHALL INSTALL 6" OF CRUSHED AGGREGATE BASE COURSE,
(NCDOT 520) UNDER ALL CONCRETE PAVING
2. CONTRACTOR SHALL COMPACT BASE COURSE BENEATH PAVED AREAS TO A MINIMUM OF 100% OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).
3. CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS, 650 PSI FLEXURAL STRENGTH
4. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 10' MAX
SPACING BOTH WAYS. SEE SITE LAYOUT PLAN CS-100 FOR SCORING PATTERN AND JOINT LAYOUT
5. CONTROL JOINT TO BE A MINIMUM 1/4 OF THE SLAB THICKNESS TYPICALLY.
6. EXPANSION JOINTS AT POUR BREAKS AND STRUCTURES. COORDINATE WITH
CONTROL JOINTS.
7. REBAR REINFORCEMENT SHALL BE USED WHERE "REINFORCEMENT" IS SHOWN ON CS101.
8, CONCRETE MIX DESIGN SHALL INCLUDE AIR ENTRAINMENT OF 5%± 1.5%.
1 Concrete Paving Detail
CS100
cs101 N.T.S.
CONTROL STRUCTURE TO REMAIN IN
POND SLOPE. POND TO BE MODIFIED TO
— — KEEP STRUCTURE WORKING IN PLACE.
EXISTING CONTROL
STRUCTURE BY PN69573
POND BOTTOM = 235.0
Infiltration Basin
N.T.S.
EXISTING 36"STORM
PIPE (OUT)
3
SHALL BE IN ACCORDANCE WITH
ATION SECTION 3100 00.
VARIES
ypical Pipe Bedding and Backfill
Under Improved Surfaces
N.T.S.
'^"""""""90 CLEANOUT C.I.
JD PVC PLUG
4"- 300 PVC BEND
4" X 6" PVC WYE (TYP.)
0 0 0 0 0 0 0 0/ O O O O O O O
IF LINE ENDS AT THIS
POINT, A PLUG SHALL BE
INSTALLED IN THE BELL.
4 Bio-Retention Pond
CG101
Underdrain Cleanout Detail
N.T.S.
0
I
i
WI
5
Alutii
LBYD, Inc.
I
-- CAREFULLY PLACED AND
-- COMPACTED SELECTED EARTH
BEDDING IN 6" LAYERS
- BACKFILL SHALL BE IN ACCORDANCE
-^— -- -- WITH SPECIFICATION SECTION 3100 00.
-
6" MIN.
6" / V MAX.
MIN. f
SPRING LINE
CO
W_
>
VARIES
En
Typical Pipe Bedding and
6"
MIN.
BURIED DETECTION WIRE
1AW SPECIFICATION
SECTION 3100 00
LOCATED DIRECTLY
ABOVE PIPING.
z
io
Initial Backfill Detail
VARIES
N.T.S.
YELLOW POLYETHYLENE
PLASTIC WARNING TAPE
1AW SPECIFICATION
SECTION 3100 00
CAREFULLY PLACED AND
COMPACTED SELECTED EARTH
BEDDING IN 6" LAYERS
6" MIN.
V MAX. -CLEAN SAND BACKFILL
5 Natural Gas
CU100
Piping Trench
N.T.S.
ee
12 CH and Structural
ginr
716 South 30th Street
Blrmtn ham, AL 35233
Main 205 251-4500
Fax 205; 488-0226
LBYD PROJECT N0.
©�arrt 102-12-049
These drawings aid design inter ore the sole pro of
IBf Inc. which may not be a mdiced without wntlor perm ssmn
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US Army Corps
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PLATE REFERENCE
NUMBER
C-505
SHEET 29

1
2
3
n
C
M.H. FRAME AND COVER TO
BARRYCRAFT B-1601-D
(OR SIMILAR AND EQUAL)
�el:Zilljl
NISHED GRADE
I)EBA'
MH. STEPS TO BE
RYCRAFT B-3650E
R APPROVED EQUAL)
5' CAST MANHOLE SECTIONS
TRANSITION SECTION
(WHERE REQUIRED)
72" FOR 42" TO 54" DIA. PIPE
60" FOR 30" AND 36" DIA. PIPE
48" FOR 24" AND SMALLER DIA. PIPE
STORM LINE A 1 C
LL-
r ->I
I I
CONTROL EL=244.50
MANHOLE BASE TO BE 3'x3' PRE -CAST
MONOLITHICALLY CAST CONCRETE BOX
WITH BOTTOM
Concrete Storm Manhole
STORM PIPE
PER PLAN
N.T.S.
Q�
O
C; 4" THICK CONCRETE WITH
/ �WWF6"X6"W2.9XW2.9
B
CUT PIPE FLUSH TO
SURFACE AND GROUT
CG100 Slope Paved Headwall
CG101
N.T.S.
B
TOP VIEW
POND BOTTOM=243.50
DIRECTION
OF FLOW
EJIW V-5420 GRATE, OR
APPROVED ALTERNATE
ATTACHED IN 3" WIDE x %"
DEEP NOTCH AT TOP OF
BOX
VDERDRAIN
:L. = 240.75
STORM LINE A-1
INV OUT=239.50
6" UNDERDRAIN 1
EL. = 239.90
CONCRETE
PAVEDINVERT CONCRETE
CONTROL STRUCTURE SECTION
CONTROL
STRUCTURE2A
POND BOTTOM
6" UNDERDRAIN
4\
DISCHARGE PIPE
SIZE AND SLOPE PER PLAN
DISCHARGE EL.
(SEE PLAN)
POND BOTTOM
STORM LINE A-1
INV OUT=239.50
EJIW V-5420 GRATE, OR
APPROVED ALTERNATE
ATTACHED IN 3" WIDE x Y"
DEEP NOTCH AT TOP OF
BOX
\ i I
FRONT VIEW
CONTROL EL=244.50
STORM LINE F-1 0
r �_::;I
I I
CONTROL EL=244.50
2'x2' PRE -CAST
CONCRETE BOX
8"I 24" BOX
TOP VIEW
EJIW V-5724-1 GRATE, OR
APPROVED ALTERNATE
ATTACHED IN 3" WIDE x Y"
DEEP NOTCH AT TOP OF
BOX
6" UNDERDRAIN
INV.EL. = 240.50
STORM LINE F-1
` INV OUT=239.75
POND BOTTOM 243.50 POND BOTTOM=243.50
6" PVC UNDERDRAIN DIRECTION
INV. EL. = 239.90 OF FLOW
6" UNDERDRAIN
EL. = 240.25
CONCRETE
PAVEDINVERT CONCRETE
CONTROL STRUCTURE SECTION
EXISTING 36"STORM PIPE
TIE TO PROPOSED DRAINAGE
STRUCTURE # 1A
Bio-Retention Basin #1
3 Outlet Control Structure_
CG101
N.T.S.
CONTROL
STRUCTURE Y
POND BOTTOM
6" UNDERDRAIN
DISCHARGE PIPE
SIZE AND SLOPE PER PLAN
DISCHARGE EL.
(SEE PLAN)
LBYD, Inc.
Pe -r A
EJIW V-5724-1 GRATE, OR
APPROVED ALTERNATE
ATTACHED IN 3" WIDE x %"
DEEP NOTCH AT TOP OF
BOX
POND BOTTOM
STORM LINE F-1
INV OUT=239.75
i
FRONT VIEW
(gull and Shuclwel Engineers
716 South 30th Street
Birmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT N0.
©�av
49
r�112o1z 102-12-0
ii;eti, dwwinggs and design inleri are !he sale prapery or
LBYD, IM. bAich may rro? be reproduced without written permission
POND BOTTOM 243.50
i
6" PVC UNDERDRAIN
INV. EL. = 240.25
I
I
EXISTING 36"STORM PIPE
TIE TO PROPOSED DRAINAGE
STRUCTURE #1F
Bio-Retention Basin #2
Outlet Control Structure
CU
N.T.S.
US Army Corps
of Engineers*
WILMINGTON
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PLATE REFERENCE
NUMBER
C-506
` SHEET 30
3

1
2
3
5
0
C
0
dI FINISHED GRADE
1/4" PER FOOT
(UNLESS OTHERWISE SHOWN)
6X6 W1.4XW1.4 WELDED
WIRE REINFORCEMENT
VARIES
CONCRETE WALK SECTION
3,500 PSI
1/8"
EXPANSION JOINT
CONTRACTION JOINT
JOINT SEALER
PRE -MOULDED EXPANSION
JOINT FILLER CONFORMING
TO ASTM D1751 OR D1752
NOTE:
1. CONTRACTION JOINT EVERY 5 TO 10 FEET.
2. EXPANSION JOINT EVERY 15 FEET.
Typical Sidewalk Detail
CS100
N.T.S.
NOTE:
1. RACK SHALL BE ROLLED ALUMINUM ( 1 2" SCHD 40 ALUMINUM WITH 1 8" O.D.)
2. RACK SHALL POWDER COATED COLOR MISSION BROWN.
3. RACK SHALL HAVE 6 LOOPS (OR THE REQUIRED EQUIVALENT TO STORE 12 BICYCLES) EACH RACK
4611
53.511
go Bicycle Storage Rack
N.T.S.
#4 BAR CONTINUOUS
#3 BARS OR 6x6
CONCRETE SIDEWALK W6.5/W6.5 WELDED
WIRE FABRIC
a d
" r'
ne
d
jeo
M a 4
8.
Thickened E
(c�—s4loo
N.T.S.
Joint
M00i
6" x 4"
0 0
O
O O
NOTE:
SEE DETAIL 3 THIS SHEET FOR
REINFORCEMENT CLEARANCE
AND ADDITIONAL NOTES.
FA
LA
FINISHED I I GF
#4 @8„
O.C. EACH
WAY
W
to
NOTES:
1. FOR INLETS IN LANDSCAPE AREAS, INLET FRAME AND GRATE SHALL BE
NEENAH R-1879-A5G OR SIMILAR AND EQUAL.
2. IN LIEU OF CAST IN PLACE BOX, A PRECAST MANHOLE IS AN ACCEPTABLE
ALTERNATE.
(') TO ACCOMMODATE SKEWED PIPE, LARGER PIPE, SEVERAL PIPES, OR FIT
OTHER CONDITIONS, IT MAY BE NECESSARY TO INCREASE ONE OR BOTH PLAN
VIEW DIMENSIONS OF INLET BOX AND COVER SLAB. GRATE SHALL REMAIN 2%2'
UNLESS NOTED OTHERWISE IN THE PLANS.
5 Grate Inlet
C 1
CG101
N.T.S.
PLAN
#4 BARS
F
ELEVATION
1'
Alutii
KEYED NOTES:
1. FORM.
6"0 SCHD 80 GALVANIZED STL. PIPE CONCRETE FILLED
AT ALL LOCATIONS INCLUDING UTILITIES,
TRASH ENCLOSURE, AND SPRINKLER RISERS.
PROVIDE 1/4" WELDED CLOSURE
PLATE AT BOTTOM. PAINT EXPOSED PIPE
MISSION BROWN.
2. TOP OF PAVEMENT
3. 24" 0 CONCRETE FOUNDATION, USE
SONOTUBE FORM.
4. SOLID UNDISTURBED SOIL.
5. PROVIDED PITCH, SMOOTH CONCRETE FINISH.
(4 Typical 6n Pipe Bollard Guard
DIMENSIONS FOR HEADWALL
DIA.
A
B
C
E
F
G
H
I
J
K
15"
3'-0"
5'-0"
0'-0"
3'-0"
214"
0'-9"
2'-0"
1'-0"
0'-6"
0'-6"
18"
3'-0"
5'-0"
0"-6"
3'-6"
2'-6"
0'-9"
2'-0"
V-0"
0'-6"
0'-6"
24"
4'-0"
7'-0"
0'-6"
4'-6"
3'-2"
1'-0"
2'-0"
V-0"
01-6"
01-6"
30"
4'-6"
8'-6"
0'-8"
5'-6"
3'-9"
V-0"
2'-0"
V-0"
0'-6"
0'-6"
36"
5'-0"
10'-0"
0'-8"
6'-0"
4'-3"
V-6"
2'-0"
1'-0"
0'-6"
01-6"
42"
5'-8"
1 V-0"
0'-8"
6'-6"
4'-9"
V-6"
2'-6"
1'-3"
0'-9"
1'-0"
48"
6'-0"
14'-0"
0'-8"
7'-6"
5'-3"
2'-0"
2'-6"
1'-3"
0'-9"
1'-0"
54"
7'-0"
15'-0"
0'-8"
8'-6"
6'-0"
2'-3"
2'-6"
1'-3"
0'-9"
1'-0"
60"
8'-0"
16-0"
0'-8"
9'-6"
6'-2"
2'-6"
2'-6"
1'-6"
1'-0"
1'-0"
8'-6"
17'-0"
0'-8"
10'-0"
7'-0"
3'-0"
2'-9"
V-6"
1'-0"
1'-0"
L66"
72"
9'-0"
18'-0"
0'-8"
12'-0"
7'-6"
3'-0"
2'-9"
V-6"
V-0"
1'-0"
Vertical Headwall
6
N.T.S.
0
#4 BARS @
12" O.C.
SECTION A -A
-Cr
12 LBYD, Inc.
CMI and Shudural Engineers
716 South 30th Street
Birmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
© 2012 102-12-049
These drawin�g9s and design intent are the sole property of
01), Inc. which may nut be reproduced without written permission
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PLATE REFERENCE
NUMBER
C-507
SHEET 31