SW8130112_APPROVED PLANS_20130306

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PERMIT NO.
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EPROJECTNo
800511
CONSTRUCTION CONTRACT NO.
N40085-12-C-7719
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CIVIL GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL
REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE CONTRACTOR SHALL BRING CONFLICTS
BETWEEN PROJECT SPECIFICATIONS AND PLANS TO THE ATTENTION OF THE CONTRACTING OFFICER AND
ENGINEER FOR RESOLUTION. ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO THE PROJECT
SPECIFICATIONS.
2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVEGROUND
AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT
DRAWINGS. ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S AND
ENGINEER'S ATTENTION IMMEDIATELY.
3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER
PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT
DAMAGED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO THE CONTRACTING
OFFICER'S SATISFACTION AT NO ADDITIONAL EXPENSE TO THE OWNER.
4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT
POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER
PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH
CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS CONTRACT SHALL NOT IMPACT
THE OPERATION OF ANY ADJACENT PROPERTIES.
6. CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING
FIRE HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR
ORIGINAL CONDITION. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
8. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING PAVEMENT
SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE
SOURCE WHEN EQUIPMENT IS BEING MOVED DURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR
SHALL REPAIR ANY PAVED AREAS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE
CONTRACTING OFFICER.
9. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT ALL
TIMES. DO NOT ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER DEBRIS.
10. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.
11. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY.
MUST VERIFY ALL MATERIAL QUANTITIES SHOWN.
CONTRACTOR
12. CONTRACTOR SHALL MAINTAIN A 100 FOOT PROTECTIVE BUFFER AROUND ALL WETLAND AREAS TO THE
MAXIMUM EXTENT POSSIBLE. IN NO CASE SHALL CONTRACTOR ENCROACH WITHIN 75' OF WETLAND AREAS.
13. CONTRACTOR SHALL MAINTAIN A 100 FOOT PROTECTIVE BUFFER ALONG INDIA RANGE ROAD.
14. CONTRACTOR SHALL MAINTAIN A 50 FOOT PROTECTIVE BUFFER AROUND THE HISTORICAL RANGE AREA.
15. CONTRACTOR SHALL BE AWARE OF ONGOING CONSTRUCTION ON ADJACENT SITES AND COORDINATE WHEN
NEEDED WITH CONTRACTORS FOR P-1357 CDC PROJECT AND P-1251/P1254 BEQ PROJECT.
16. CONTRACTOR SHALL TAKE ADEQUATE MEASURES TO PROTECT THE MONUMENT BOATS LOCATED AT THE
INTERSECTION OF HIGHWAY 172 AND DA MUNRO ROAD.
17. A GEOTECHNICAL INVESTIGATION HAS BEEN COMPLETED FOR THE P-1253 SITE. REPORT 1061-12-249A,
DATED AUGUST 7, 2012 SHOULD BE UTILIZED AS REFERENCE IN ADDITION TO THE PROJECT SPECIFICATIONS
AND PLANS.
EXISTING CONDITION NOTES:
1. THE UTILITIES AND SITE FEATURES SHOWN IN THESE CONSTRUCTION DRAWINGS HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION PERFORMED BY CAPE FEAR ENGINEERING, INC. RFP DRAWINGS PREPARED BY
HBA ARCHITECTURE, GIS INFORMATION PROVIDED BY MCB CAMP LEJEUNE, AND CONSTRUCTION PLANS FOR
THE ONGOING P1251/P1254 BEQ PROJECT, P-1266 UTILITY UPGRADE PROJECT, AND P-1357 CDC PROJECT.
2. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES AND SITE FEATURES SHOWN COMPRISE ALL
UTILITIES AND SITE FEATURES IN THE AREA EITHER IN SERVICE OR ABANDONED. CAPE FEAR ENGINEERING,
INC. FURTHER DOES NOT WARRANT THAT THE UTILITIES AND SITE FEATURES SHOWN ARE IN THE EXACT
LOCATION INDICATED. CAPE FEAR ENGINEERING HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
3. TOPOGRAPHIC SURVEY COMPLETED BY CAPE FEAR ENGINEERING, INC. AND BASED ON BASE MONUMENTS
"JD HOUGH" AND "PHINAM", NAD 83/2007, NAD 88 AS PER DATA SHEETS. "JD HOUGH" (N=30gOO8.701,
E=2493673.272. ELEV.=36.00); PHINAM (N=310036.267, E=2491525.618, ELEV.=9.71). THE BASIS FOR THE
CONTROL HAS NOT BEEN VERIFIED BY CAPE FEAR ENGINEERING, INC.
4. THERE ARE JURISDICTIONAL WETLANDS LOCATED WITHIN THE VICINITY OF THE PROJECT BOUNDARY. THE
WETLAND LIMITS HAVE BEEN APPROVED BY THE USACE UNDER ACTION ID 2010-01799 AND ARE SHOWN
ON PLANS.
5. THE PROJECT SITE LIES WITHIN FLOOD ZONE "X" AS DESCRIBED ON THE FLOOD INSURANCE RATE MAP
COMMUNITY MAP 372043 PANEL 4380J WITH AN EFFECTIVE DATE OF NOVEMBER 3, 2005.
6. THERE IS NO KNOWN PETROLEUM, OIL, LUBRICANT (POL) CONTAMINATION WITHIN THE PROJECT SITE. IF
EVIDENCE OF CONTAMINATION IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES (STAINED SOIL, ODORS,
ETC.) STOP WORK IMMEDIATELY AND CONTACT 911, CONTRACTING OFFICER AND EMD/RCRS AT (910)
451-1482.
7. THERE ARE NO KNOWN UST PROGRAM MONITORING WELLS WITHIN THE PROJECT AREA. IF A WELL IS FOUND
OR INADVERTENTLY DAMAGED, STOP WORK IMMEDIATELY AND CONTACT EMD/EQB AT [phone].
8. IF EVIDENCE OF CONTAMINATION IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES (STAINED SOIL, ODORS,
ETC.) STOP WORK IMMEDIATELY AND CONTACT EMD AT [phone]/9017/9607.
9. 3R UXO TRAINING IS REQUIRED FOR CONSTRUCTION PERSONNEL. IF UXO IS ENCOUNTERED DURING
CONSTRUCTION ACTIVITIES, STOP WORK IMMEDIATELY AND CONTACT EMD AT [phone]/9017/9607.
BORROW AREA NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ENSURING BORROW AREA HAS AN APPROVED EROSION ;ONTROL
PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO LAND DISTURBING ACTIVITY.
2. THE PROPOSED ONSITE DIG PIT SHALL BE UTILIZED IF NEEDED FOR SUITABLE FILL MATERIA_ ANY
MATERIAL TO BE WASTED IN THE DIG PIT SHALL BE FREE OF ORGANICS AS REQUIRED BY THE
SPECIFICATIONS FOR FILL IN YARD AREAS.
3. IF ADDITIONAL FILL MATERIAL IS NEEDED, THE FRENCH CREEK BORROW PIT SHALL BE UTILIZED. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE EQUIPMENT TO EXCAVATE AND TRANSPORT THE
SOIL FROM THE FRENCH CREEK BORROW PIT SITE. THERE IS NO COST TO THE CONTRACTOR FOR THE
SOIL EXCAVATED FROM THE FRENCH CREEK BORROW PIT. ALL MATERIAL MUST BE EXTRACTED AND
TRANSPORTED OFFSITE AT CONTRACTOR'S EXPENSE. PROVIDE MATERIAL TESTING TO ENSURE THE
BORROW MATERIAL COMPLIES WITH THE SPECIFICATIONS.
TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBING OPERATIONS (INCLUDING
TREE REMOVAL) AND IN SUCH A MANNER THAT CLEARLY AND ADEQUATELY SEPARATES ALL TREES TO
BE REMOVED FROM VEGETATION TO REMAIN.
2. AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE
AROUND A TREE TO REMAIN, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE
TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FURTHEST AWAY FROM THE
TREE TRUNK.
i
3. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT SHALL BE PERMITTED WITHIN THE PROTECTED
AREA(S) NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA(S),
AND SHALL BE POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE CONSTRUCTED OF
MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATION OF
CONSTRUCTION SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION CONTROL MEASURES.
4. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS
COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS
SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO THE CONTRACTING OFFICERS FINAL INSPECTION.
EROSION CONTROL NOTES:
1. TOTAL DISTURBED AREA IS 2,858,298 SF (65.62 AC)
2. A NCDENR LAND DISTURBANCE PERMIT IS REQUIRED. NO DISTURBANCE MORE THAN 1-ACRE SHALL
BE DONE PRIOR TO OBTAINING PERMIT APPROVAL. A COPY OF THE APPROVED EROSION CONTROL
PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES. CONTRACTOR SHALL KEEP REDLINE
MARK-UPS OF ANY CHANGES MADE FROM THE APPROVED PLAN.
3. CONTRACTOR SHALL COMPLY WITH CURRENT NC DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR) "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" FOR ALL
EROSION CONTROL WORK.
4. DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONTRACTING OFFICER IN
WRITING IF DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES.
5. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL CLEAR AND GRUB ALL DISTURBED AREAS.
6. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION AS THE RESULT OF INCREASED
RUNOFF OR SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH
CONDITIONS AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED
WHEN NECESSARY, AND SHALL BE CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY
RAINFALL EVENT.
8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.
9, CONTRACTOR SHALL PLAN WORK TO MINIMIZE DISTURBANCE OF EXISTING TURFED SURFACES. FINAL
DISTURBANCES FOLLOWED IMMEDIATELY BY FINE GRADING AND PLACEMENT OF SOD SHALL BE
PREFERRED OVER THE USE OF SILT FENCE AND LONGER TERM CHECK DAMS/INLET PROTECTION
TYPES OF DEVICES.
SEQUENCE OF LAND DISTURBANCE:
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE. INSTALL TEMPORARY STONE CONSTRUCTION
ENTRANCE AND SILT FENCE.
3. PLACE ALL EROSION CONTROL DEVICES.
4. TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE REMOVED FROM
TOP SOIL PRIOR TO STOCKPILING. ALL STOCKPILES SHALL BE IMMEDIATELY SEEDED PER THE PROJECT
SPECIFICATIONS.
5. INSTALL SEDIMENT BASIN AND OUTLET STRUCTURES WITH SKIMMERS.
6. INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION. INSTALL CONVEYANCE SWALES, TEMPORARY
WATTLE SEDIMENT BARRIERS, AND STONE CHECK DAMS.
7. BRING SITE TO FINAL GRADE. SPREAD STOCKPILED TOPSOIL OVER DISTURBED AREAS.
8. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT
RAINFALL EVENT (0.5" OR GREATER).
9. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL PERIMETER SWALES AND
ALL AREAS WITH SLOPES GREATER THAN 3:1 THAT ARE TO BE LEFT IDLE FOR MORE THAN 7 DAYS.
PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL OTHER DISTURBED AREAS
THAT ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS.
10. PERMANENT GRASS SHALL BE INSTALLED PER PROJECT SPECIFICATIONS FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND REPLACE AS REQUIRED TO ESTABLISH A VIGOROUS
STAND OF GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED UNTIL GRASS IS FULLY ESTABLISHED.
11. CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED PER PROJECT SPECIFICATIONS. THIS INCLUDES
BUT IS NOT LIMITED TO IRRIGATING AND MOWING GRASS AND RE -SEEDING / RE -SODDING BARE OR
ERODED AREAS.
12. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL MEASURES AND SPREAD EVENLY ACROSS
THE SITE. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES.
13. IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE HAS ALREADY BEEN
STABILIZED / VEGETATED, CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING SEDIMENT
OFFSITE AND DISPOSING OF SEDIMENT IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS.
EMERGENCYZfIRE ACCESS LANE NOTES:
GENERAL NOTES
1. A POROUS/OPEN-GRADED (REDUCED FINES) SUB BASE LAYER, E.G., AS PART OF A LOW IMPACT
DEVELOPMENT (LID) DESIGN SHOULD BE USED. IF A REDUCED FINES SUB -BASE LAYER IS SPECIFIED,
THIS MUST BE COVERED WITH A WOVEN GEOTEXTILE AND/OR A SUITABLE CLEAN GRAVEL BUILDING
LAYER.
2. PROVIDE URBANGREEN PAVER, GEOGRID, AND GEOTEXTILES BY CONTECH CONSTRUCTION PRODUCTS,
INC., OR ENGINEER APPROVED EQUAL.
3. SUBBASE GRAVEL SPECIFICATION: SANDY GRAVEL MATERIAL FROM LOCAL SOURCES COMMONLY USED IN
THE PREPARATION OF A ROAD BASE AND WALKWAYS. MATERIAL SHOULD BE NEARLY NEUTRAL IN PH
TO PROVIDE PROPER GROWING MEDIUM FOR NATURAL GRASS. INSTALL SUBBASE COURSE MATERIAL
OVER PREPARED SUBGRADE TO DESIRED DEPTH SHOWN ON PLANS. INSTALL IN LIFTS NOT TO EXCEED
6-INCHES, COMPACTING EACH LIFT TO 95% MODIFIED PROCTOR DENSITY.
4. GROWING MEDIUM SAND SPECIFICATIONS: FREE DRAINING SAND SHALL BE 100% CLEAN SHARP SAND OR
WASHED CONCRETE SAND WITH AN INFILTRATION RATE OF AT LEAST 10-INCHES PER HOUR WHEN
COMPACTED. MATERIAL SHOULD BE NEARLY NEUTRAL IN PH TO PROVIDE PROPER GROWING MEDIUM FOR
NATURAL GRASS.
5. ALL ALTERNATIVES SUBMITTED FOR APPROVAL MUST PROVIDE A FULL DETAILED SUBBASE ROADBASE
DESIGN STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA.
INSTALLATION NOTES
1. USE CONNECTORS PROVIDED TO MAINTAIN PROPER SPACING AND TO INTERLOCK THE PAVERS
2. PAVER PANELS TO BE INSTALLED WITH THE LARGER CLOVER OPENING FACING DOWN. PAVER MATERIAL
SHOULD BE COVERED IF EXPOSED TO SUN AND OUTSIDE ELEMENTS FOR MORE THAN 30 DAYS.
3. PAVERS CAN BE CUT USING A HAND OR POWER SAW TO FIT AROUND OBSTRUCTIONS AND CONTOURS.
PIECES WHICH ARE LESS THAN HALF OF THE ORIGINAL SIZE SHOULD NOT BE USED.
4. FILL PAVERS WITH THE SPECIFIED SAND; SOIL ROOTZONE. FILL MATERIAL SHALL BE INSTALLED NO
HIGHER THAN 1/4 INCH ABOVE THE TOP OF PAVER. ONCE THE FILL MATERIAL IS INSTALLED BRUSH
THE TOP OF THE PAVERS WITH A FINISHING BROOM OR USE A LIGHT VIBRATING PLATE TO
CONSOLIDATE THE PAVERS AND TO SETTLE THE ROOTZONE FILL.
5. CARRY OUT SOD PLACEMENT, FERTILIZING, AND WATERING PROGRAM.
6. THE SURFACE CAN ACCEPT TRAFFIC IMMEDIATELY BUT IT IS PREFERABLE TO ALLOW THE GRASS TO
2
DEMOLITION PLAN NOTES:
1. ALL CONSTRUCTION DEBRIS NOT WANTED BY GOVERNMENT SHALL BECOME THE PROPERTY OF THE
CONTRACTOR.
2. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND / OR
RELOCATION WORK. SPECIFICALLY THE CONTRACTOR SHALL TAKE EXTRA CAUTIONARY MEASURES TO
PREVENT DISRUPTION OF THE TELECOM FIBER IN THE PROJECT AREA. ONCE LOCATED IN THE FIELD
POSITIVE VERIFICATION BY POTHOLING IS REQUIRED. REPORT ANY CONFLICTS OR DISCREPANCIES TO
ENGINEER.
3. AT THE END OF EACH DAYS WORK, REMOVE ANY DEBRIS (RESULTING FROM CONTRACTOR'S DEMOLITION
OPERATIONS) THAT IS NOT WITHIN THE CONTRACTOR'S CONSTRUCTION FENCING.
4. CONTRACTOR SHALL MINIMIZE IMPACT OF TEMPORARY STORAGE OF EXCAVATED SOILS.
5. LAYDOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
SHALL CONTACT THE CONTRACTING OFFICER FOR SPECIFIC PROJECT LAYDOWN AREA NEEDS, LAYDOWN
AREA LOCATION REQUESTS, AND LAYDOWN AREA ASSIGNMENTS. COORDINATION FOR LAYDOWN AREAS
SHALL INCLUDE NAVFAC CM, NAVFAC ET, AND MCES AREA CMDR S-4, [phone]A910)
450-5867/[phone].
6. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT THE BOUNDARY OF WORK ACTIVITIES TO KEEP
NON -CONTRACTOR PERSONNEL OUT OF THE WORK AREAS. TEMPORARY FENCING SHALL BE PER PROJECT
SPECIFICATIONS, (AND SUPPORTED AT INTERVALS SUFFICIENT TO RESIST AT LEAST 250 POUNDS OF
FORCE APPLIED AGAINST THE FENCE.)
7. CONTRACTOR SHALL PROVIDE WARNING SIGNS AT THE PERIMETER OF WORK ACTIVITIES THAT DESIGNATE
THE PRESENCE OF CONSTRUCTION HAZARDS AND REQUIRE UNAUTHORIZED PERSONS TO KEEP OUT.
(SIGNS MUST BE PLACED ON ALL SIDES OF THE PROJECT ACTIVITIES, WITH AT LEAST ONE SIGN EVERY
300 FEET. ALL POINTS OF ENTRY SHALL HAVE SIGNS DESIGNATING THE CONSTRUCTION SITE AS A HARD
HAT AREA.)
8. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL
OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS
CONTRACT.
9. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW CUT AT THE
LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.
10. WHERE UTILITIES (TO BE REMOVED) IMPACT THE FOOTPRINT OF THE NEW BUILDINGS, AND SOILS ARE
UNSUITABLE CONTRACTOR SHALL EXCAVATE AND REMOVE AN ADDITIONAL 2-FEET OF SOILS TO EITHER
SIDE OF PIPE AND 1 FOOT BELOW TO REMOVE UNSUITABLE SOILS. SUITABLE SOILS SHALL BE UTILIZED
FOR BACKFILL. CONFIRM SUITABILITY WITH CONTRACTOR'S GEOTECHNICAL ENGINEER.
11. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORMDRAIN FACILITIES SHALL BE PERFORMED IN SUCH
A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING
ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORMDRAIN DOES NOT REMAIN
OUT OF SERVICE FOR LONGER THAN 12-HOURS AT A TIME. CONTRACTOR SHALL MAKE NECESSARY
PROVISIONS TO MAINTAIN PROPER STORM DRAINAGE DURING CONSTRUCTION.
12. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST BE LOCATED
AT LEAST 50' FROM STORMDRAINS OR STREAMS.
13. REMOVE AND DISPOSE OF ALL STUMPS AS REQUIRED FOR PROJECT CONSTRUCTION.
14. ALL PIPING INDICATED FOR DEMOLITION TO BE REMOVED UNLESS CONTRACTING OFFICER APPROVES FOR
ABANDONMENT.
15. REMOVE EXISTING UTILITY STRUCTURES TO 3 FEET (914MM) BELOW EXISTING OR NEW ADJACENT GRADE,
WHICHEVER IS GREATER. BREAK UP BASES TO PERMIT DRAINAGE. FILL WITH CLEAN SAND.
16. UTILITIES SHALL NOT BE ABANDONED IN PLACE UNDERNEATH OR WITHIN 10 FEET (3.OM) OF ANY NEW
FACILITIES.
1. USE THE COLOR WHITE FOR ALL PAVEMENT MARKINGS AND SYMBOLS UNLESS OTHERWISE NOTED.
2. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
3. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON PORTLAND
CONCRETE PAVEMENTS UNLESS APPROVED BY THE ENGINEER AND CONTRACTING OFFICER.
4. CONFORM ALL SYMBOLS TO THE NCDOT "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND
PAVEMENT
MARKINGS" AND PROJECT SPECIFICATIONS AND DETAILS.
5. CONFORM ALL SIGNS AND TRAFFIC CONTROL DEVICES TO MANUAL ON UNIFORM TRAFFIC
CONTROL
DEVICES (MUTCD) AND MCB CAMP LEJEUNE SPECIFICATIONS.
6. SEE SIGNAGE & PAVEMENT MARKINGS ON SITE PLAN SHEETS.
7. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE PROJECT LIMITS THAT ARE
DAMAGED
DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED.
SIDEWALK AND PAVING NOTES:
1. CONTRACTOR SHALL COMPLY WITH THE CURRENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, NCDOT ROADWAY
STANDARD
DRAWINGS, AND THE 2012 NCDOT PROJECT SPECIAL PROVISIONS UNLESS OTHERWISE NOTED.
2. INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE CONCRETE PAVEMENT ABUTS
BUILDINGS,
MANHOLES, INLETS, AND OTHER STRUCTURES IN THE PAVEMENT UNLESS NOTED OTHERWISE.
3. FREE CONCRETE PAVEMENT EDGES ABUTTING GRAVEL OR ASPHALT PAVEMENT AREAS
SHALL BE
THICKENED.
4. CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PLACING OPERATIONS
AND WHEN
CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR LONGER.
5. ODD SHAPED SLABS AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS, BOLLARDS, ETC)
SHALL
BE REINFORCED WITH WWF (6X6-W2.1X2.1) IN CENTER OF SLAB.
6. JOINTING IS SHOWN FOR PATTERN AND RHYTHM ONLY. DRAWINGS ARE NOT TO BE SCALED.
3 ' 4
1. ALL UTILITY MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE PROJECT
SPECIFICATIONS AND SHALL MEET OR EXCEED NCDENR AND MCB CAMP LEJEUNE STANDARDS AND
SPECIFICATIONS.
2. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR SHALL PERFORM ALL UTILITY WORK INVOLVED IN
CONSTRUCTING THIS PROJECT.
3. NCDENR WATER AND SEVIER PERMITS ARE REQUIRED. NO INSTALLATION OF THESE UTILITIES SHALL BE
DONE PRIOR TO OBTAINING PERMIT APPROVALS.
4. CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN
TESTED, CERTIFIED TO MCB CAMP LEJEUNE AND NCDENR, AND ACCEPTED FOR SERVICE.
5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR TO THE INSTALLATION OF ANY
NEW LINES.
6. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED
UTILITIES. IF NOT, CONTRACTOR SHALL ENSURE THAT MINIMUM COVER REQUIREMENTS ARE MET AND
THAT UTILITIES ARE ADEQUATELY PROTECTED.
7. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL HAND EXCAVATE
WHEN ADJACENT TO EXISTING UTILITIES.
8. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS AND CONTRACTING OFFICER, AND
ENGINEER AT LEAST 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE AND/OR BEGINNING UTILITY
LINE INSTALLATION.
9. CONTRACTOR SHALL NOTIFY AND RECEIVE APPROVAL FROM THE UTILITY AUTHORITY'S INSPECTORS AND
CONTRACTING OFFICER AT LEAST 10 DAYS PRIOR TO ANY UTILITY DISRUPTIONS.
10. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. ANY DISCREPANCIES SHALL BE
BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY.
11. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT MAY BE
REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF AND PROVIDING FITTINGS AND
CONCRETE THRUST BLOCKS NECESSARY FOR COMPLETION OF THE SYSTEM.
12. IF REQUIRED, NATURAL GAS SERVICE TO PROPOSED BUILDING WILL BE DESIGNED AND INSTALLED BY
GAS PROVIDER.
13. PROVIDE EXTERIOR CORROSION PROTECTION ON UNDERGROUND METALLIC PIPE LINES.
14. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED A MINIMUM OF 5 FEET FROM THE PROPOSED FENCE
FOUNDATIONS. SEE DETAIL 4 ON SHEET C-611.
WATER NOTES:
1. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE LOCATED WITHIN THE BUILDING MECHANICAL ROOMS
UNLESS LOCATED OTHERWISE ON PLANS.
2. MINIMUM UTILITY SEPARATIONS
SANITARY SEWER - 10-FEET (LATERALLY)
- 18-INCHES (VERTICAL - WATER OVER SEWER)
STORM SEWER - 18-INCHES (VERTICAL)
3. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS LESS THAN 18" OR
WHERE WATER PASSES UNDER SEWER, THE SEWER AND WATERMAIN SHALL BOTH BE DUCTILE IRON PIPE
FOR A DISTANCE OF 10' ')N EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO
JOINTS).
4. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISHED
GRADE.
5. ALL WATERLINES SHALL HAVE A MINIMUM OF 18-INCHES OF SEPARATION BETWEEN THE PROPOSED
UNDERGROUND POWER AND COMMUNICATION LINES. COORDINATE WITH THE SITE ELECTRICAL
CONTRACTOR.
6. WHERE A WATERLINE PASSES UNDER A STORM DRAIN PIPE, THE WATERLINE SHALL BE DUCTILE IRON
PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING
- NO JOINTS).
SANITARY SEWER NOTES:
1. ALL CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT THE LOCATION OF SURFACE ACCESS
POINTS. CONTRACTOR SHALL LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH.
2. MAXIMUM SPACE BETWEEN CLEANOUTS ON SERVICE LINES IS 100-FEET. CLEANOUTS SHALL BE PLACED
AT ALL VERTICAL AND HORIZONTAL CHANGES OF DIRECTION.
3. MANHOLES AND CLEANOUFS LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE
SET FLUSH TO FINISHED GRADE AND BE HEAVY-DUTY TRAFFIC RATED.
4. MANHOLES AND CLEANOUTS IN UNPAVED AND NON -TRAFFIC AREAS SHALL BE SET ® 1-INCH ABOVE
FINISHED GRADE.
5. ALL SEWER LINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER FROM THE ELEVATION OF FINISH
GRADE.
6. MINIMUM UTILITY SEPARATIONS
WATER - SEE WATER NOTES ABOVE
STORM SEWER - 24-INCHES (VERTICAL)
STORMWATER AND GRADING NOTES:
1. A NCDENR STATE STORMWATER PERMIT IS REQUIRED. NO INSTALLATION OF ANY IMPERVIOUS SURFACES
SHALL BE DONE PRIOR TO OBTAINING PERMIT APPROVAL(S). A COPY OF THE APPROVED STORMWATER
PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
2. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED UTILITY ADJUSTMENTS
AND/OR RELOCATIONS.
3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
4. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND SEQUENCE THAT WILL
PROVIDE PROPER DRAINAGE AT ALL TIMES.
5. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH
FIT AND CONTINUOUS GRADE.
6. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
7. STORM PIPE SHALL BE ALL CLASS III REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE NOTED.
8. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED AND EXISTING PIPES
SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS.
9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
10. ALL STORMWATER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL BE
HEAVY-DUTY TRAFFIC RATED.
11, CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED
AREAS.
12. CONTRACTOR SHALL PROVIDE A MINIMUM OF 5% SLOPE AWAY FROM THE FACILITY FOR THE FIRST 10
FEET AGAINST THE BUILDINGS AND SHALL ASSURE THAT THE FINISHED FLOOR ELEVATIONS ARE A
MINIMUM OF 6 INCHES ABOVE THE FINISHED GRADE AROUND BUILDINGS.
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SANITARY MANHOLE (O GRAVEL JOGGING TRAIL
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UNDERGROUND ELECTRIC UP CONCRETE SIDEWALK/ACTIVITY AREA
OVERHEAD ELECTRIC __.... --_ --- -- C;L - - - - - 0E— - - - - 0E—
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POWER/TELEPHONE POLE Pp clalp"'
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GUY WIRE --- GW
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SANITARY FORCEMAIN FM GRAVEL PERIMETER/ANTENNA YARD
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COMMUNICATION PEDESTAL ❑ T PED
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EXISTING BUILDING
U PEDESTRIAN TURNSTILE
v
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EXISTING RIP -RAP _ - -- - SIGN
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SEPTIC FIELD
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SANITARY SEWER LINE
GRAVEL TANK TRAIL
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
SAND/OIL INTERCEPTOR
STORMDRAIN PIPE
STORMWATER INLETS
FLARED END SECTION
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COMMUNICATION VAULT
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COMBAT ENGINEER MONUMENT
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TEMP CONSTRUCTION ENTRANCE
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SO
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ABD
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SHWT
- SEASONAL HIGH WATER TABLE
AC
- ACRE
SS
- SANITARY SEWER
ARV
- AIR RELEASE VALVE
SSCO
- SANITARY SEWER CLEANOUT
ATFP
- ANTI -TERRORISM FORCE PROTECTION
SSMH
- SANITARY SEWER MANHOLE
BMP
- BEST MANAGEMENT PRACTICE
T PED
- TELEPHONE PEDESTAL
CL
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TBM
- TEMPORARY BENCHMARK
CMP
- CORRUGATED METAL PIPE
TYP
- TYPICAL
CO
- SEWER CLEANOUT
WL
- WATER LINE
CONIC
- CONCRETE
WM
- WATER METER
CVR
- COVER
WV
- WATER VALVE
DDI
- DOUBLE DROP INLET
WWF
- WELDED WIRE FABRIC
DI
- DROP INLET
YH
- YARD HYDRANT
DIP
- DUCTILE IRON PIPE
DOM
- DOMESTIC
EJB
- ELECTRIC JUNCTION BOX
EL
- ELEVATION
FDC
- FIRE DEPARTMENT CONNECTION
FES
- FLARED END SECTION
FFE
- FINISHED FLOOR ELEVATION
FH
- FIRE HYDRANT
FS
- FIRE SERVICE
GW
- GUY WARE
HVAC
- HEATING/AIR CONDITIONING UNIT
IE
- INVERT ELEVATION
LP
- LIGHT POLE
MIN
- MINIMUM
NCDENR - NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
O.C.
- ON CENTER
OS
- OUTLET STRUCTURE
PIV
- POST INDICATOR VALVE
PP
- POWER POLE
PVC
- POLYVINYL CHLORIDE
RCP
- REINFORCED CONCRETE PIPE
RED
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C-101
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C-201 C-202 C-203
C-301 C-302 C-303
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C-401
C-402 C-403 \A
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C-200 (SITE PLAN)
C-300 (UTILITY PLAN)
C-400 (STORM AND GRADING PLAN)
C-500A (INITIAL EROSION CONTROL PLAN) (SUBMITTED IN PACKAGE 1)
C-500B (FINAL EROSION CONTROL PLAN)
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PROJECT BOUNDARY
27
HANDICAP RAMP
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28
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M3
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NOT USED
29
BRICK PAVERS (SEE
LANDSCAPE PLANS -PACKAGE
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30
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PLANS -PACKAGE #4)
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NOT USED
31
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32
ENTRANCE
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33
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10
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YARD
11
CONCRETE WHEEL STOPS
34
PERSONNEL SWING GATE
12
DUMPSTER PAD AREA WITH (THREE
35
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USED ANTIFREEZE, OIL, AND
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FUEL
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13
APPROXIMATE ELEC/COMM STRUCTURE
36
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(SEE MECHANICAL PLANS -
LOCATION (SEE ELECTRICAL
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14
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37
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15
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16
PROTECTIVE BOLLARD
17
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18
NOT USED
19
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20
20' WIDE DOUBLE SWING GATE
CANTILEVERED SLIDING
❑MOTORIZED
21
GATE (SEE ELECTRICAL PLANS FOR
DETAILS)
PHOTOVOLTAIC CANOPY (SEE
22
ELEC/STRUC PLANS FOR DETAILS)
23
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24
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❑g RELOCATED GRAVEL JOGGING TRAIL
10 CONCRETE SIDEWALK
11 CONCRETE WHEEL STOPS
12 DUMPSTER PAD AREA WiTH (THREE
SIDED MASONRY ENCLOSURE SEE
ARCHITECTURAL PLANS -PACKAGE /4)
27 HANDICAP RAMP
28 APPROXIMATE LOCATION OF
RELOCATED POWER POLE. (SEE
ELECTRICAL PLANS -SHEET
ES-113)
BRICK PAVERS (SEE
29 LANDSCAPE PLANS -PACKAGE
#4)
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30
PLANS -PACKAGE }r4)
31
RELOCATED MONUMENT
CONSTRUCTION
❑PERMANENT
32
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❑
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34 PERSONNEL SWING GATE
STAINLESS STEEL TANKS FOR
35 USED ANTIFREEZE, OIL, AND
FUEL
MECHANICAL EQUIPMENT PAD
13 APPROXIMATE ELEC/COMM STRUCTURE 36 (SEE MECHANICAL PLANS -
LOCATiON (SEE ELECTRICAL PACKAGE #3)
PLANS -SHEET ES-111 TO ES-114)
14 8-FT CHAIN LINK FENCE
15 8-FT ORNAMENTAL FENCE
16
PROTECTIVE BOLLARD
17 LANDSCAPED BERM AROUND DIG PR
18
NOT USED
19 PEDESTRIAN TURNSTILE GATE
20 20' WIDE DOUBLE SWING GATE
❑MOTORIZED CANTILEVERED SLIDING
21 GIATE (SEE ELECTRICAL PLANS FOR
DETAILS)
PHOTOVOLTAIC CANOPY (SEE
221 ELEC/STRUC PLANS FOR DETAILS)
23 CROSSWALK
24 DETECTABLE WARNING DEVICE
25 8' SECURITY CURB AND GUTTER
26 TYPICAL CURB AND GUTTER
37 RELOCATED ROAD SIGN
GENERAL NOTES/ LEGEND
NOTES:
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30
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❑7
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31
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32
PERMANENT CONSTRUCTION
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33
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10
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11
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34
PERSONNEL SWING GATE
12
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35
STAINLESS STEEL TANKS FOR
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DEL
ARCHITECTURAL PLANS -PACKAGE #4)
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13
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ELECTRICAL
36
(SEE MECHANICAL PLANS -
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37
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15
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161
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17
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KNOX BOX KEY LOCK PER BASE FIRE
18
DEPARTMENT
19
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20
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211
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22
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23
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24
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25
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26
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IN 6 HORIZ. WIRES, TOP & BOTT. FILL
WIRES TO BE 12.5 GA`.; -FILLER WIRES r
TO BE 10.5 GA., TO BE ZINC COATED jl
TO COMMERCIAL STDS.
/ -FILTER
,
DIRECTION OF FLOW ��/� s ti FABRIC
SYNTHETIC FILTER FABRIC AT LEAST
95% POLYOLEFIN OR POLYESTER BY rlir� r�
WEIGHT. FABRIC SHALL CONTAIN UV �-�I
INHIBITORS & STABILIZERS TO PROVIDE t��l"% NOTE:
MIN. 6 MONTHS OF USE 1. ALL SILT FENCE MATERIAL
ISOMETRIC SHALL MEET OR EXCEED
ASTM D 6461-99
TEMPORARY SILT FENCE
NOT TO SCALE
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
2 TONS
DRY, UNCHOPPED,
UNWEATHERED; AVOID WEEDS
SHOULD COME FROM WHEAT OR OATS
SPREAD BY HAND OR MACHINE, MUST
BE TACKED DOWN.
TEMPORARY SEEDING
�INT/
I
G
GRASS TYPE
A
FERTILIZATION/
ACRE
MAINTEON ANCE
DEC 1 — APR 15
RYE (GRAIN) &
LESPEDEZA, KOBE
120 LBS.
do 50 LBS.
750 LBS. 10-10-10
NA
NA
NA
APRIL 15 — AUG 15
1 GERMAN MILLET
40 LBS.
750 LBS. 10-10-10
NA
NA
NA
AUG 15 — DEC 30
RYE GRAIN
120 LBS.
1.000 LBS. 10-10-10
NA
NA
NA
FLKMANEN I SEEDING
NOTE: PROJECT RFP REQUIRES ALL DISTURBED AREAS TO BE SODDED: HOWEVER WITH THE CONTRACTING OFFICER'S APPROVAL THE FOLLOWING SEED MIXTURE (OR
ENGINEERING APPROVED EQUAL) MAY BE USED FOR PERMANENT GROUND COVER FOR PERIMETER AND OFFSITE AREAS.
ING
GRASS TYPE
A
TILIZATION
15 FEB — 30 APR
TALL FESCUE
80 LBS
500 LBS 10-10-10 #
1 APR — 15 JUL
PENSACOLA BAHIAGRASS
50 LBS
500 LOS 10-10-10 4c
15 APR — 15 AUG
GERMAN MILLET
10 LBS
500 LBS 10-10-10 :k
15 AUG — 1 MAY
RYE (GRAIN)
25 LBS
500 LEIS 10-10-10
1 SEP — 31 OCT
PENSACOLA BAHIAGRASS
50 LBS
500 LBS 10-10-10
KOBE LESPEDEZA
40 LBS
500 LBS 10-10-10
1 MAR — 1 JUN
CENTIPEDE
10-20 LBS
300 LOS 15-0-15
NOTE FERTILIZATION RATES ABOVE ARE GENERAL GUIDANCE BASED ON THE NORTH CAROLINA SEDIMENTATION AND EROSION CONTROL MANUAL CONTRACTOR SHALL
HAVE THE ONSTTE SOILS TESTED TO DETERMINE THE SPECIFIC NUTRIENT REQUIREMENTS. SUBMIT SOIL TEST RECOMMENDATIONS AND RESULTS FOR ENGINEER REVIEW.
CONTRACTOR MAY SUBMIT OTHER SPECIES OF TEMPORARY SEED FOR APPROVAL PROVIDED SPECIES ARE IN ACCORDANCE WITH NCDENR ESCM.
*EXCEPT WHEN CENTIPEDE IS IN SEASON
SEEDING SCHEDULE 8
NOT TO SCALE C-501A,C-502A,C-503A,C-504A,C-505A,C-506A,C-507A,C-508A,C-509A,C-510A,C-511A,C-512A,C-513A
C-501 B,C-5028,C-5038,C-504B,C-5058,C-506B,C-507B,C-5088,C-5098,C-51 OB,C-511 B,C-512B,C-513B
PACKAGE #2
STIR ID
Do (IN.)
La (FT.)
W (FT.)
d (IN.)
CLASS
FES #1
48
24
12
12
1
FES #42
54
27
13.5
12
1
FES #62
48
24
12
12
B
FES #83
36
18
9
12
B
FES #86
36
18
9
12
B
FES #88
18
9
5
12
B
FES #89
18
9
5
12
B
FES #90
18
9
5
12
B
FES #91
1 18
9
5
1 12
B
FES #92
1 18
9
5 1
12
B
FES #93
1 18
9
5
1 12
1B
C-504A,C-505A C-506A,C-509A,C-510A,C-511A C-512A
C-5048,C-509B,C-5108,C-512B
3
20
1�
MIN
TEMPORARY 1
18" MIN CONSTRUCTION C-600
COVER ENTRANCE
20
Q 1
C-504A,C-507A,C-509A,C-51 OA,C-511 A,C-512A,C-513A
C-5048,C-5078,C-509B,C-510B,C-511 B,C-512B,C-513B
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RQ CONSTRUCCtilN, LLC
CAPE FEAR
A' A'
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2
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NOT TO SCALE
C-501A C-502A C-503A C-504A C-505A,C-506A,C-507A
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C-501 B,C-502E,C-503B,C-5048,C-505B,C-506B,
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z
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I 2' EPROJECTNO. 800511
I I CONSTRUCTION CONTRACT NO.
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NAVFAC DRAWING NO.
TEMPORARY INLET PROTECTION 1264165
11
NOT TO SCALE C-5018,C-502B,C-503B,C-5048,C-5058,C-5068, SHEET 111 OF 232
C-507B,C-509B,C-51 OB,C-511 B,C-5128 C-600
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1 1 2
2" S9.58 MIX
3" INTERMEDIATE 1-19B MIX
�- 8" CRUSHED STONE
BASE COURSE (ABC)
COMPACTED SUBGRADE
NOTES: 1. SECTION SHOWN IS MINIMUM REQUIRED. CONTRACTOR
SHALL MATCH EXISTING SECTION IF IT EXCEEDS MINIMUM
REQUIRED,
2. THE UPPER 2' OF SUBGRADE SHALL BE COMPACTED TO
95% OF THE MATERIAL'S MODIFIED PROCTOR MAXIMUM DRY
UNIT WEIGHT (ASTM D1557).
HEAVY DUTY ASPHALT
NOT TO SCALE C-601
URBANGREEN PLASTIC PAVER ^"
CONTECH (OR APPROVED EQI
SIZE: 32" x 32" x 1 "
WEIGHT: 46.20 OZ.
UNFILLED STRENGTH: 23:
FILLED STRENGTH: 5,7
RESIN: HDPE/PP COP(
COLOR: BU
2" S9.5B MIX
6" CRUSHED STONE
BASE COURSE (ABC)
COMPACTED SUBGRADE
NOTES: 1. PAVEMENT SECTIONS ARE SHOWN FOR REFERENCE ONLY
CONTRACTOR MAY SUBMIT ALTERNATE SECTIONS FOR
APPROVAL PROVIDED THEY MEET THE REQUIREMENTS OF
THE RFP AND UFC
2. THE UPPER 2' OF SUBGRADE SHALL BE COMPACTED TO
95% OF THE MATERIAL'S MODIFIED PROCTOR MAXIMUM DRY
UNIT WEIGHT (ASTM D1557).
NORMAL DUTY ASPHALT /107
NOT TO SCALE
4" CRUSHED STONE
BASE COURSE (ABC)
\/�� w /�\��\/ TEEXTILEH(OR APPROVED NON-WOVEN
TO PREVENT SOIL MIGRATION.
8" COMPACTED NCDOT TYPE "ABC" / ���� (ALL LOCATIONS WITHOUT ADJACENT
CONC. SIDEWALK
AGGREGATE BASE 95% MODIFIED
PROCTOR DENSITY ��������������������������������������������� TERRA GRID RX1100
(OR APPROVED EQUAL)
PREPARED SUBGRADE
NOTE: SEE ADDITIONAL EMERGENCY/FIRE ACCESS LANE NOTES ON SHEET C-001.
EMERGENCY/FIRE ACCESS LANE n
NOT TO SCALE C-205
6X6 W2.1 X2.1 WWF-MESH
TO BE PROVIDED IN SHEETS
HAND TOOLED 1/4" SEE PLAN FOR WIDTH
R ALL EDGES
i_\�s I . FOR AREAS NOTED AS HEAVY
SLOPE TO DRAIN (1/4"/FT) DUTY CONCRETE USE
. D D _ f CROSS-SECTION PER 3
NOTES: -''\\X/,<\ Z COMPACTED SUBGRADE
1. EXPANSION AND CONTRACTION JOINTS SHALL BE INSTALLED PER PROJECT SPECIFICATIONS AND LANDSCAPE PLANS.
(SEE DETAILS 10 AND 12 THIS SHEET)
2. WHERE NEW SIDEWALK MEETS EXISTING SIDEWALK, CONTRACTOR SHALL INSTALL
THICKENED EDGE AND EXPANSION JOINT PER DETAILS 9 AND 12 THIS SHEET.
3. PROVIDE SURFACE FINISHES PER LANDSCAPE PLANS (SEE PKG 4)
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,500 PSI AT 28 DAYS
CONCRETE SIDEWALK poi
NOT TO SCALE C-201,C-204,C-205,C-210
16"
1
10" C-
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N u
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a A WITH BOND BREAKER°.
a °
1" DIAMETER SMOOTH DOWEL.
16" LONG SPACED 12" O.C.
NOTES:
1. H = PAVEMENT THICKNESS
2. JOINT SPACING SHALL SHALL BE INSTALLED PER PROJECT SPECIFICATIONS & PLANS
3. CONTRACTOR MAY USED PLATE DOWELS IN LIEU OF ROUND DOWELS WITH PRIOR APPROVAL
DOWELED CONSTRUCTION JOINT
NOT TO SCALE C-201,C-202,C-203,C-204,C-205,C-206,C-207,C-209,C-210,C-211,C-212
1
C-204,C-205,C-209,C-210
EXTEND WWF
MIN OF 18"
BEYOND JOINT
° d
I 5
4" AGGREGATE SURFACE COURSE
( GEOTEXTILE FABRIC AND GEOGRID
��\��jx�\//SEE NOTE 1 BELOW)
SUBGRADE
NOTES:
1. IN AREAS WITH SOFT/UNSUITABLE SOILS, CONTRACTOR SHALL
INSTALL A LAYER OF TERRA GRID RX1100 (OR APPROVED EQUAL)
ABOVE THE GEOTEXTILE FABRIC.
GRAVEL TRAIL r`
NOT TO SCALE C-202,C-203 `t
12" MIN. FENCE POST 4
C-611
AGGREGATE SURFACE COURSE
8" AT ANTENNA YARD
6" AT PERIMETER PV INVERTER AREA
LANDSCAPE WEED
BARRIER FABRIC
COMPACTED SUBGRADE
CUT HOLE IN WEED BARRIER '
6X6 W2.1 XW2.1 FABRIC TO ACCOMMODATE FENCE
WELDED WIRE POST
FABRIC (WWF)
NOTE: ODD SHAPED SLABS THAT REQUIRE REINFORCEMENT ARE DENOTED
ON THE PLAN SHEETS WITH AN ASTERISK (*). SEE SHEETS C-201 GRAVEL PERIMETER/ANTENNA YARD
3 I 4
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adadadaaadaaaQa
4" CRUSHED STONE
BASE COURSE (ABC)
COMPACTED SUBGRADE
NOTES: 1. PAVEMENT SECTIONS ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR MAY SUBMIT ALTERNATE SECTIONS FOR
APPROVAL PROVIDED THEY MEET THE REQUIREMENTS OF
THE RFP AND UFC
2. THE UPPER 2' OF SUBGRADE SHALL BE COMPACTED TO
95% OF THE MATERIAL'S MODIFIED PROCTOR MAXIMUM DRY
UNIT WEIGHT (ASTM D1557).
HEAVY DUTY CONCRETE 3
NOT TO SCALE C-201,C-202,C-203,C-204,C-205,C-206,
C-207,C-209,C-210,C-211,C-212,C-601
CONTRACTION 10
JOINT C-601 INSTALL THICKENED EDGE AT
TYPICAL INTERFACE WTIH 9C-
BUILDING OR FREE CONCRETE 601
HEAVY DUTY 3 EDGE ALONG PERIMETER
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NOT TO SCALE
REINFORCED CONCRETE PAVEMENT SECTION 6
NOT TO SCALE C-201,C-202,C-203C-204,C-205,C-206,C-207,C-209C—,C-210,C-211,C-212
STRUCTURE OR PAVEMENT INTERFACE. SEE SIDEWALK AND PAVING NOTES
ON SHEET C-001 ALONG WITH THE SITE PLAN SHEETS FOR REQUIRED LOCATIONS.
PAVEMENT OR SIDEWALK. SEE PLAN
EXPANSION JOINT 12 SHEETS FOR SPECIFIC MATERIAL
C-601 TYPE
a ° a
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VARIES
a
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EXISTING CONCRETE SLAB
ABUTMENT: #4 SMOOTH DOWEL X COMPACTED BASE
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EDXISTNNDG �\�//,�/�/,�/�/�����i��\��/ COMPACTED SUBGRADE
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CENTER
THICKENED EDGE
1/8" R
SILICONE SEALANT
2
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3/4" 1 r 3/8" f 1 /16"
3/8" WIDE JOINT
PREFORMED EXPANSION
JOINT MATERIAL
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NOTES:
1. H = PAVEMENT THICKNESS
2. EXPANSION JOINTS SHALL BE INSTALLED PER PROJECT SPECIFICATIONS
3. SPACING OF CONSTRUCTION JOINTS SHOULD BE 20 FEET ON CENTER MAXIMUM.
EXPANSION JOINT
NOT TO SCALE C-601,C-602
(WHERE INDICATED)
1,C-212,C-601,C-605
C-201,C-202,C-203,C-207,C-209,C-210,C-211,C-212
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CONSTRUCTION CONTRACT NO.
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DUMPSTER PAD DETAIL
NOT TO SCALE C-201,C-205,C-210,C-211
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SEE LANDSCAP114G PLANS
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PSI 0 28 DAYS
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COMPACTION
,C-209,C-210,C-211,C-602,C-605 2
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION
SHALL
BE OF A RIGID PRECAST OR EMBEDDED PRODUCT APPROVED BY
MCB
CAMP LEJEUNE
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF
4 FEET
AND VARY WITH WIDTH OF RAMP.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS
OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A
CURB
RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE
GRID
IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS
TO
ROLL BETWEEN DOMES.
6. DETECTABLE WARNING AREA SHALL BE COLORED IN ACCORDANCE
WITH
CAMP LEJEUNE STANDARDS.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST
FROM 5000 psi CONCRETE.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN
CONCRETE TO ELIMINATE TRIP HAZARD.
DETECTABLE WARNING DEVICE
NOT TO SCALE
4 � 5
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MIN 6, INTO SUBGRADE
FRONT VIEW
CONCRETE WHEEL STOPS
NOT TO SCALE C-204,C-205,C-
(1.6" TO ,2.4")
1.6" TO 2.4")
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0 0.
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3. FOR STRUCTURES IN NON -TACTICAL CONCRETE AREAS USE FRAME AND GRATE AS DETAILED IN C-609 2
4. INHERE STRUCTURES ARE INDICATED AS DOUBLE DROP INLETS (DDI), DIMENSIONS SHALL BE ADJUSTED TO
ACCOMMODATE DOUBLE GRATES.
5. FOR STRUCTURES LOCATED IN TACTICAL CONCRETE PAVEMENT AREAS, STRUCTURES, FRAMES AND GRATES
SHALL BE DESIGNED TO SUPPORT TACTICAL VEHICLES USED IN THE PROJECT RFP. CONTRACTOR SHALL SUBMIT
ENGINEER SIGNED AND SEALED SHOP DRAWINGS FOR ALL STRUCTURES LOCATED IN TACTICAL CONCRETE
PAVEMENT AREAS.
6. IN LIEU OF USING PRECAST STRUCTURES, CONTRACTOR MAY SUBMIT CAST -IN -PLACE STRUCTURES FOR
APPROVAL PROVIDED THEY ARE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS.
PRECAST DRAINAGE STRUCTURE (1 OF 2)
NOT TO SCALE C-608 2
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LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
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EPROJECT NO. 800511
CONSTRUCTION CONTRACT NO.
NAVFAC DRAWING NO.
126
4 1264174
SHEET 120 OF 232
C-609
51 PACKAGE 2 — FINAL — 01.25.2013
C

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3 11 4
17 1 /4" (TYP)
131-5 3/4"
NOTE: CONTRACTOR TO REFERENCE SHOP DRAWINGS FOR BUOYANCY CALCULATIONS
AND ANCHORING DETAILS.
21000 GAL. RAINWATER TANK (OR APPROVED EQUAL)
NOT TO SCALE
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BIO CLE,4PJ EN\/IFRONMENT,4L
FLOW & BY-PASS SPECIFICATIONS FOR THE
BIOMASS
SEPARATING SCREEN SYSTEM,
SEDIMENT
STORAGE, AND SKIMMER SPECIFICATIONS.
1.
Inflow Pipe Area (8" PVC AS DRAWN)
0.35
sq.ft.
SCREEN
SPECIFICATIONS:
2.
Open orifice area in screen system
4.07
sq.ft.
3.
Open orifice area in screen system
2.03
sq.ft.
with 50% blockage
4.
Open orifice area in screen system
1.01
sq.ft.
with 75% blockage
5.
By-pass through screen system
0.39
sq.ft.
6.
Minimum by-pass around screen system
1.54
sq.ft.
7.
Screen system storage volume
2.73
cu.ft.
SEDIMENT
STORAGE:
8.
Volume of first chamber
5.16
cu.ft.
9.
Volume of second chamber
5.00
cu.ft.
10.
Volume of third chamber
5.16
cu.ft.
SKIMMER SPECIFICATIONS
11. Flow area under skimmer 2.25 sq.ft.
12. Area of pipe in line with skimmer 0.35 sq.ft.
13. Area of between skimmer and outflow pipe-1.04 sq.ft.
parallel with the surface of the pipe
OIL SKIMMER TO BE
PROVIDED BY BIO CLEAN
BYD12' GMMM EEEDDAG FOR LEMEIM
BACK VIEW
NOTES: 1. CONCRETE 28 DAY COMPRESSIVE
STRENGTH fc=5,000 PSI.
2. REINFORCING:ASTM A-615,
GRADE 60.
3. SUPPORTS AN H2O LOADING AS
INDICATED BY AASHTO.
4. JOINT SEALANT: BUTYL RUBBER
SS-S-00210
5. TOP, BOTTOM, +WALLS ARE 6" THICK.
6. LIDS FOR THE TOP OF THE SCREEN SYSTEM
ARE AVAILABLE.
013
0
NOTE: CONTRACTOR TO REFERENCE SHOP DRAWINGS FOR BUOYANCY CALCULATIONS
AND ANCHORING DETAILS.
20,000 GAL. RAINWATER TANK (OR APPROVED EQUAL)
NOT TO SCALE C-312
MODEL NO_ NSBB-2_S-4-GO
24" Manhole rings & covers
typical.
Also available, Hatches
with
Locks,
4" X 30" BAFFLE
and risers.
OIL SKIMMER TO
BE PROVIDED BY BIO CLEAN
HINGED BOTTOMS
STORM BOOM
PA TEN TED
AND PATENTS PENDING
8" PVC TYP
6 GROUT TYP
14" X 34" X 16" TALL
TURBULENCE
INFLOW
AND OUTFLOW PIPES ARE TO BE
SCREEN SYSTEM
DEFLECTOR
FLUSH
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THE CONCRETE STRUCTURE.
PLAN
VIEW
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NOT INTRUDE BEYOND FLUSH)
NOTE:
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WITH PROPOSED INVERTS AND FINISHED
ELEVATIONS. ADJUST AS NECESSARY.
TOP OF BAFFLE
6iD12t&IMFL MR LEM!1U1W
LEFT END VIEW
PEAK TREATMENT DESIGN FLOW
1 CUBIC FOOT PER
SEC.
TREATMENT REFERS TO AT LEAST BOX REMOVAL
OF TOTAL SUSPENDED PARTICLES FROM 0.125MM TO
2MM IN SIZE. BASED ON A MAXIMUM FLOW
RATE OF 6 LINEAR FEET PER SECOND THROUGH PIPE.
PEAK DESIGN FLOW
2 CUBIC FEET PER SEC.
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EXCLUSIVE CALIFORNIA DISTRIBUTOR:
BIO CLEAN ENVIRONMENTAL SERVICE-
R. 0. BOX S00, OCEANSIOE, CA. 92040
TEL. [phone] F-AX: 760-433-3 9 76
Emcoil: info©biocleonenvironmental.net
BAFFLE BOX RAINWATER DIVERTER (OR APPROVED EQUAL)
NOT TO SCALE C-311
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KEYNOTES
RPROJECT BOUNDARY
F2 NCDENR WET DETENTION BASIN
3 LOW IMPACT DEVELOPMENT
INTEGRATED MANAGEMENT PRACTICE (IMP)
❑4 SiORMDRAIN PIPE
❑5 STORMWATER INLET
n6 NOT USED
❑7 FLARED END SECTION
❑6 OUTLET STRUCTURE
❑g EMERGENCY SPILLWAY
❑EXISTING MONITORING WELLS.
10 CONTRACTOR SHALL TAKE ADEQUATE
MEASURES TO PROTECT.
11 RIP -RAP APRON
12 INSTALL DIG PIT DRAINAGE CULVERT
❑DOWNSPOUTS AND SPLASHBLOCKS
13 DISCHARGING TO GRADE
14 100-FT CONCRETE LEVEL SPREADER
GENERAL NOTES/LEGEND
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1 1 2 3 4 51 PACKAGE 2- FINAL - 01.25.2013
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DRAWDOWN OUTLET STRUCTURE
o-7�A
0
•
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NOT TO SCALE
1 2
6" PVC SCREW
TYPE PLUG
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SITE HAS BEEN
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ORIFICE PIPE
N7 NORMAL POOL EL =
24.5'
6" PVC CAP WITH 5"
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t/
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SEDIMENT CLEANOUT EL = 12.0'-
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C-411,C-423
m
4
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALT. BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24' TO 360 ON CENTER AND SHOULD YIELD FULL COVERAGE IN 1-2 YEARS.
THE FOLLOWING SPECIES OF WETIANOS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10.1 VEGETATED SHELF.•
PLANTS SUITED FOR SHELF THAT'S UNDERWAIER
- SAGNTARIA LANCIFOUA (BULL TONGUE)
- SAGIITARIA LATIFOLLA (DUCK POTATO)
- SAURURUS CERNUUS (ULWTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEP14S INCARNATA (SWAMP MILKWEED)
- OWZ( TENERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE TURTLEHEAO)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WENANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTIR/TED. SEE CH 9 OF STATE STORMWATER BUD MANUAL FOR UST
OF OTHER RECOMMENDED WETLANDS PLANTS.
VEGETATION REQUIREMENTS
NOT TO SCALE
TOP OF EMBANKMENT
- 12" THICK ELEVATION = 32.00'-
RIP-RAP
UNDER. FABRIC 79 FT
UN
r
7o FT
�\ TOP OF RIP -RAP
ELEV. = 30.5'
EMERGENCY SPILLWAY
NOT TO SCALE
5
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C-411,C-423 J NOT TO SCALE C-411,C-423
TOP =
12" REINFORCED FOREBAY _
CHANNEL. TOP OF
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TOP FOREBAY=23.8'
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POND EMBANKMENT TO BE IE= 23.50' �/ BOTTOM EL= 11.00'
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MATERIAL
MATERIAL FREE OF UNSUITABLE 10:1 SHELF
J.
FABRICATED
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A
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PLAN VIEW
OVERFLOW OUTLET STRUCTURE
NOT TO SCALE
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SHEET 95 OF Z3Z
C-423
5 PACKAGE 2 - FINAL - 01.25.2013
10

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PLAN VIEW
DRAWDOWN OUTLET STRUCTURE
2 3
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THE VEGETATEO SHELF SHALL DE PLANTED WITH A MINIMUM OF THREE
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SHELF AREA SHALT. BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24' TO 36" ON CENTER AND SHOULD YIELD FULL COVER4GE IN 1-2 YEARS.
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PUNTING ALONG THE 10.1 VEGETATED SHELF.
/
PLANTS SUITED FOR SHELF THATS UNDERWATER
f
- SAGITTARIA LANCIFOLM (BULL TONGUE)
- WITIARA UTIFOUA (DUCK POTATO)
- SAURURUS CV?NUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCUTIAS WCARNATA (SWAMP MILKWEED)
- CAREX TENERA (QUILL SEDGE)
- CHELONE OL46RA (WHITE TURTLEHFAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLIA'A REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATLR BMP MANUAL- FOR UST
OF OTHER RECOMMENDED *0ANDS PLANTS.
/
VEGETATION REQUIREMENTS
2
NOT TO SCALE N/A
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W/FABRIC 62 FT
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NORMAL POOL EL =22.5-
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PMIDM
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C-412,C-424 -� J -- SHEET 96 OF 232
C-424
5 PACKAGE 2 - FINAL- 01.25.2013