SW6121202_APPROVED PLANS_20121228

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

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GENERAL 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 HAVE BEEN OBTAINED FROM
AVAILABLE SURVEYS AND RECORDS AND ARE APPROXIMATE. 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. CONTRACTOR SHALL FIELD
VERIFY LOCATION WITHOUT ADDITIONAL COST TO THE GOVERNMENT. ANY
DISCREPANCIES SHALL BE REPORTED TO LBYD AND TO THE GOVERNMENT.
3. EXISTING UTILITIES TO REMAIN MAYBE LOCATED WITHIN PROPOSED DEMOLITION
AREAS. CONTRACTOR SHALL USE EXTREME CAUTION WHILE WORKING IN THESE
AREAS TO ENSURE NO UTILITY SERVICE INTERRUPTIONS TO FACILITIES THAT REMAIN
OR TO ADJACENT PROPERTIES.
4. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE
REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED, "TO REMAIN'.
5. CONTRACTOR TO COORDINATE WITH USAGE 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. PROVIDE TO EACH EMPLOYEE AND REQUIRE EACH EMPLOYEE ENGAGED ON THE
WORK SITE TO DISPLAY IDENTIFICATION AS APPROVED AND DIRECTED BY THE
CONTRACTING OFFICER. DELIVER PRESCRIBED IDENTIFICATION TO THE CONTRACTING
OFFICER FOR CANCELLATION UPON RELEASE OF ANY EMPLOYEE. WHEN REQUIRED,
OBTAIN AND PROVIDE FINGERPRINTS OF PERSONS EMPLOYED ON THE PROJECT. ALL
PERSONNEL SHALL WEAR IDENTIFYING MARKINGS ON HARD HATS TO CLEARLY
IDENTIFY THE COMPANY FOR WHOM THE EMPLOYEE WORKS.
7. EMPLOYEES SHALL PARK PRIVATELY OWNED VEHICLES IN AN AREA DESIGNATED
BY THE CONTRACTING OFFICER. THIS AREA WILL BE WITHIN REASONABLE WALKING
DISTANCE OF THE CONSTRUCTION SITE. EMPLOYEE PARKING SHALL NOT INTERFERE
WITH EXISTING AND ESTABLISHED PARKING REQUIREMENTS OF THE INSTALLATION.
PARKING WILL BE LOCATED IN THE PARKING LOTS OFF OF EL SALVADOR.
8. ADMINISTRATIVE FIELD OFFICES: PROVIDE AND MAINTAIN ADMINISTRATIVE FIELD
OFFICE FACILITIES WITHIN THE CONSTRUCTION AREA OF THE DESIGNATED SITE
UNLESS APPROVED BY THE CONTRACTING OFFICER AND THE INSTALLATION.
GOVERNMENT OFFICE AND WAREHOUSE FACILITIES ARE NOT AVAILABLE TO THE
CONTRACTOR'S OR SUBCONTRACTORS' EMPLOYEES.
9. TRAILERS, EQUIPMENT, OR MATERIALS SHALL NOT BE OPEN TO PUBLIC VIEW WITH
THE EXCEPTIONS OF THOSE ITEMS WHICH ARE IN SUPPORT OF ONGOING WORK ON
ANY GIVEN DAY. DO NOT STOCKPILE MATERIALS OUTSIDE THE FENCE IN PREPARATION
FOR THE NEXT DAY'S WORK. PARK MOBILE EQUIPMENT, SUCH AS TRACTORS,
WHEELED LIFTING EQUIPMENT, CRANES, TRUCKS, AND LIKE EQUIPMENT WITHIN THE
FENCED AREA AT THE END OF EACH WORK DAY. LOCATE CONSTRUCTION TRAILER(S)
WITHIN LIMITS OF CONSTRUCTION, OR IN LOCATION AS APPROVED BY CONTRACTING
OFFICER. LOCATE THE LAYDOWN YARD/STORAGE AREA WITHIN THE DESIGNATED
AREAS APPROVED BY THE CONTRACTING OFFICER AND THE INSTALLATION.
10. ALL TEMPORARY UTILITIES (WATER, SEWER, ELECTRICAL, TELECOMMUNICATIONS,
ETC) WILL BE AT THE CONTRACTOR'S EXPENSE AND SUBJECT TO FORT BRAGG
REGULATIONS. CONTRACTOR MUST NEGOTIATE AND CONTRACT WITH THE
PRIVATIZATION UTILITY DIRECTLY WITHOUT BENEFIT OF THE GOVERNMENT.
11. COORDINATE WITH ONUS FOR ANY TEMPORARY WATER AND SANITARY SEWER
SERVICE. ONUS WILL PROVIDE ESTIMATE FOR CONNECTION COSTS.
12. COORDINATE WITH SANDHILLS UTILITIES SERVICES FOR ANY TEMPORARY
ELECTRICAL SERVICES. SANDHILLS UTILITIES SERVICES WILL PROVIDE ESTIMATE FOR
CONNECTION COSTS.
13. STORAGE EQUIPMENT AND FACILITIES USED FOR ADMINISTRATIVE OR MATERIAL
STORAGE PURPOSES SHALL PRESENT A CLEAN AND NEAT EXTERIOR APPEARANCE
AND SHALL BE IN A STATE OF GOOD REPAIR. TRAILERS, WHICH, IN THE OPINION OF THE
CONTRACTING OFFICER, REQUIRE EXTERIOR PAINTING OR MAINTENANCE, WILL NOT BE
ALLOWED ON THE INSTALLATION.
14. KEEP FENCING IN A STATE OF GOOD REPAIR AND PROPER ALIGNMENT. SHOULD
THE CONTRACTOR ELECT TO TRAVERSE, WITH CONSTRUCTION EQUIPMENT OR OTHER
VEHICLES, GRASSED OR UNPAVED AREAS, WHICH ARE NOT ESTABLISHED ROADWAYS,
COVER SUCH AREAS WITH A LAYER OF GRAVEL AS NECESSARY TO PREVENT RUTTING
AND THE TRACKING OF MUD ONTO PAVED OR ESTABLISHED ROADWAYS. GRAVEL
GRADATION SHALL BE AT THE CONTRACTOR'S DISCRETION. MOW GRASS LOCATED
WITHIN THE BOUNDARIES OF THE CONSTRUCTION SITE FOR THE DURATION OF THE
PROJECT. TRIM GRASS AND VEGETATION ALONG FENCES, BUILDINGS, UNDER
TRAILERS, AND IN AREAS NOT ACCESSIBLE TO MOWERS AND EDGE NEATLY.
15. PROVIDE ADEQUATE OUTSIDE SECURITY LIGHTING AT ALL TEMPORARY FACILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ITS OWN
EQUIPMENT. NOTIFY THE APPROPRIATE LAW ENFORCEMENT AGENCY REQUESTING
PERIODIC SECURITY CHECKS OF THE TEMPORARY PROJECT FIELD OFFICE.
16. AS SOON AS PRACTICAL, BUT NOT LATER THAN 15 DAYS AFTER THE DATE
ESTABLISHED FOR COMMENCEMENT OF WORK, FURNISH AND ERECT TEMPORARY
PROJECT SAFETY FENCING AROUND THE CONSTRUCTION SITE. THIS FENCING SHALL
REMAIN THE PROPERTY OF THE CONTRACTOR. THE SAFETY FENCING SHALL BE 9
GAUGE CHAIN LINK FENCE, A MINIMUM OF 72 INCHES HIGH, SUPPORTED AND TIGHTLY
SECURED TO STEEL POSTS LOCATED ON A MAXIMUM OF 10 FOOT CENTERS,
CONSTRUCTED AT THE APPROVED LOCATION. MAINTAIN THE SAFETY FENCING DURING
THE LIFE OF THE CONTRACT AND UPON COMPLETION AND ACCEPTANCE OF THE WORK
REMOVE ALL FENCING FROM THE WORK SITE. PRIOR TO ERECTION OF ANY
TEMPORARY PROJECT SAFETY FENCING, COORDINATE WITH FORT BRAGG DPW
TRANSPORTATION ENGINEER, RAY GOFF; 910-907.1759 TO CHECK APPROPRIATE
TRAFFIC SAFETY SIGHT LINES. INSTALLATION AND LOCATING OF PROJECT SAFETY
FENCING SHALL CONSIDER SIGHT TRIANGLES AT INTERSECTIONS, CURVES, AND
CONSTRUCTION ENTRANCES.
17. DEVELOP A SITE SAFETY AND HEALTH PLAN (SSHP) TO COVER THE SAFETY AND
HEALTH ASPECTS OF THE SUBSURFACE CONTAMINATION DETAILED IN EM 385-1-1,
WHICH MAY BE ENCOUNTERED DURING THE EXECUTION OF THIS PROJECT. IN SOME
AREAS THE CONTRACTOR MAY ENCOUNTER CONTAMINATED GROUNDWATER WHICH
MAY NEED TO BE DEWATERED TO EXECUTE CONSTRUCTION ACTIVITIES. ALTHOUGH
THE CONTAMINATION IS IN THE SOIL, VOC VAPORS MAY ALSO BE RELEASED DURING
EXCAVATION OF FOOTERS, UTILITY TRENCHES, AND OTHER SUBSURFACE DISTURBING
ACTIVITIES.
18. THE WILMINGTON DISTRICT SAFETY AND OCCUPATIONAL HEALTH OFFICE ARE
REQUIRED TO REVIEW AND ACCEPT THE SITE SAFETY AND HEALTH PLAN. IN ADDITION
TO THE REQUIREMENTS DETAILED IN 385-1-128.A, SUBMIT THE FOLLOWING AS PART OF
THE SSHP: CERTIFICATIONS OF HAZARD WASTE SITE TRAINING AND EXPERIENCE,
MEDICAL CLEARANCES, AND LICENSES. DO NOT SUBMIT MATERIALS WITH FULL SOCIAL
SECURITY NUMBERS OR PERSONAL MEDICAL DATA. BLACK OUT THIS INFORMATION.
19. SURVEY INFORMATION PROVIDED BY THE OWNER IS VERIFIED BY M.A.P.S.
SURVEYING, INC., DATED AUGUST 28, 2012.
SITE DEMOLITION NOTES:
1. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE UTILITY PROVIDER
PRIOR TO THE DISCONNECTING OR REMOVAL OF ANY UTILITY SERVICE TO THE
EXISTING BUILDINGS. ALL UTILITIES TO BE REMOVED ARE TO BE CAPPED OR PLUGGED
OR TERMINATED ACCORDING TO THE UTILITY OWNERS REQUIREMENTS.
2. REFER TO SITE GRADING AND UTILITY PLANS FOR PROPOSED UTILITY AND
DRAINAGE INSTALLATION AND REMOVAL.
3. REFER TO LAYOUT AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION
RELATING TO PAVING, CURB, SIDEWALKS, HARDSCAPES, ETC. REMOVE EXISTING
CURBS AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, RELOCATION OR
PROTECTION OF ALL ABOVE AND BELOW GROUND EXISTING IMPROVEMENTS THAT ARE
IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED.
5. ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND
DISPOSED OF AT LEAST WEEKLY IN A LEGAL AND APPROVED MANNER.
6. 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 ENSURE SMOOTH TRANSITION.
7. ALL NONHAZARDOUS DEBRIS FROM SITE DEMOLITION SHALL BE DISPOSED OF AT
FORT BRAGG'S LCID LANDFILL. THE SITE DEMOLITION, IF ANY, SHALL BE DISPOSED OF
AT OFF -SITE LOCATIONS AT THE CONTRACTORS EXPENSE. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ANY REQUIRED PERMITS OR APPROVALS
PRIOR TO COMMENCEMENT OF DEMOLITION/REMOVAL OPERATIONS.
8. TOPSOIL SUITABLE FOR RE -USE SHALL BE STOCKPILED ON -SITE IN AN APPROVED
LOCATION AS DIRECTED. UNSUITABLE OR EXCESS MATERIAL SHALL BE REMOVED
FROM THE PROJECT SITE AT THE CONTRACTOR'S EXPENSE. REFER TO PROJECT
SPECIFICATIONS FOR STOCKPILE MAINTENANCE REQUIREMENTS.
9. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE.
10. CLEAR AND GRUB ALL VEGETATION WITHIN CONSTRUCTION LIMITS AND REMOVE
TREES AS NECESSARY.
11. TREES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE
CONTRACTOR IN APPROVED DISPOSAL AREAS,
12. FULL DEPTH SAW CUT ALL EXISTING PAVEMENT TO BE REMOVED.
13. WATER AND SANITARY SEWER SERVICES ON FORT BRAGG ARE PRIVATIZED
THROUGH OLD NORTH UTILITY SERVICES, INC. (ONUS). ONUS WILL ACT AS A PRIME
CONTRACTOR (IN A SEPARATE CONTRACT BETWEEN THE GOVERNMENT AND ONUS)
FOR DESIGN AND CONSTRUCTION OF EXTERIOR POTABLE WATER, FIRE WATER AND
EXTERIOR SANITARY SEWER TO POINTS OF CONNECTION.
14. THE CONTRACTOR SHALL COORDINATE WITH THE BASE UTILITY COMPANY
(SANDHILLS) PRIOR TO ANY DEMOLITION AND REMOVAL. THE CONTRACTOR SHALL
PROVIDE SANDHILLS WITH A PHASING PLAN AND SCHEDULE IN ORDER TO DISCONNECT
AND REMOVE APPLICABLE SERVICES AT THE PROPER TIMES. NO ELECTRICAL UTILITY
LINES SHALL BE MODIFIED, REMOVED OR POWER DISCONNECTED TO ANY FACILITY BY
THE CONTRACT AT ANY TIME. ALL FACILITIES TO BE REMOVED SHALL BE
DISCONNECTED BY SANDHILLS PRIOR TO DEMOLITION IN ORDER TO INSURE POWER IS
NOT ACCESSIBLE INSIDE THE FACILITY TO BE DEMOLISHED. THE CONTRACTOR SHALL
ADVISE SANDHILLS OF WHICH FACILITIES ARE TO REMAIN IN OPERATION AND
SERVICES PROTECTED AND/OR RE-ESTABLISHED.
15. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE
REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED, "TO REMAIN".
BUILDING MATERIAL WASTE HANDLING:
1. ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN
ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES, CHAPTER 130A, ARTICLE
9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID
WASTE (NORTH CAROLINA ADMINISTRATIVE CODE SECTION 15A NCAC 13B).
2. LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR
TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM
DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER
ALTERNATIVES ARE REASONABLE AVAILABLE.
3. DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM
DRAINS IS PROHIBITED.
4. LITTER AND SANITARY WASTE - THE PERMITTEE SHALL CONTROL THE
MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE.
5. 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.
6.HANDLING OF CONCRETE - CONCRETE MATERIALS ONSITE, INCLUDING EXCESS
CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY
SHALL BE DISCHARGED FROM THE SITE. (NOTE THAT DISCHARGES FROM ONSITE
CONCRETE PLANTS REQUIRE COVERAGE UNDER A SEPARATE NPDES PERMIT -
NCG140000.) ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR
RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE
'REGULATIONS.
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 THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO SUBMITTING PRICES OR
ORDERING 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 ACCESSIBLE RAMPS, SIGNS, SYMBOLS, AND PAINTED ISLANDS AND ACCESS
ROUTES MUST CONFORM TO THE LATEST ABA REQUIREMENTS.
6. THE MAXIMUM SLOPE INACCESSIBLE 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.
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. ALL STRIPING TO BE PER THE LATEST EDITION OF THE MUTCD UNLESS NOTED
OTHERWISE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A SITE
CONSTRUCTION TRAFFIC CONTROL PLAN AND OBTAINING ANY REQUIRED APPROVALS
FROM THE LOCAL JURISDICTIONAL AUTHORITY. THE SITE CONSTRUCTION TRAFFIC
CONTROL PLAN SHALL TAKE INTO ACCOUNT THE ENTERING AND EXITING OF
CONSTRUCTION TRAFFIC ONTO THE ROADWAY AND THE IMPACT TO THE FLOW OF
TRAFFIC. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
MUTCD. THIS SITE CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE IN ADDITION TO
ANY TRAFFIC CONTROL PLAN PROVIDED IN THE PLAN SET FOR ROADWAY
IMPROVEMENTS.
10. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT -GRADE
STRUCTURES AND UTILITIES TO REMAIN (VALVE BOXES, MANHOLES, INLETS, VAULTS,
ETC) TO MATCH PROPOSED FINISHED GRADES.
11. WHEEL STOPS SHALL BE SLOTTED ALONG BOTTOM EDGE TO ALLOW WATER TO
PASS BENEATH THE WHEEL STOP.
12. THE MANUAL CRASH GATES SHALL BE CAPABLE OF BEING HINGED FROM EITHER
SIDE. HINGE POINTS OF BOTH BUTTRESSES SHALL EACH CONTAIN A LOCKING PIN WITH
PADLOCK ACCEPTANCE FOR SECURING THE CRASH GATE IN THE CLOSED POSITION.
THE CRASH GATE SHALL WITHSTAND A 10,000 POUND VEHICLE AT IMPACT SPEED OF 50
MPH, WITH MAXIMUM GATE DEFLECTION OR VEHICLE PENETRATION OF 10 FEET, OR
CERTIFIED AT A K12 MINIMUM RATING.
13. BARRIER ARM SURFACE SHALL HAVE A RUST INHIBITING PAINTED SURFACE AND
SHALL BE FURNISHED WITH 4-INCH WIDE REFLECTIVE PAINT SPACED AT EVERY 20
INCHES.
14. LIFT TYPE BARRIER ARM SHALL BE COUNTER WEIGHTED FOR EASE OF LIFTING BY
A SINGLE PERSON.
15. PROVIDE KNOX BOX AT EACH SECURITY GATE AND ON THE BUILDING.
16. ALL PAVEMENT MARKING AND ROAD WAY SIGNAGE SHALL BE IN COMPLIANCE WITH
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) , FEDERAL HIGHWAY
ADMINISTRATION (FHWA) , AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) POLICIES.
17. THERMOPLASTIC REFLECTIVE MATERIAL IS THE ONLY AUTHORIZED MATERIAL FOR
STRIPING.
18, ALL SUBGRADE, BASE AND PAVEMENT OPERATIONS SHOULD MEET MINIMUM
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 20M EDITION,
STORM DRAINAGE NOTES:
1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE
MATERIALS TO LBYD PRIOR TO INSTALLATION AND/OR FABRICATION.
2. 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.
3. PROPOSED STORM PIPES 30" AND LESS SHALL BE BEDDED IN 4" OF CRUSHED
AGGREGATE AND STORM PIPES 36" AND GREATER SHALL BE BEDDED IN A 6" OF
CRUSHED AGGREGATE.
4. ALL STORM PIPES 15' AND GREATER SHALL BE CLASS 3 REINFORCED CONCRETE
PIPE (RCP) BELL AND SPIGOT INSTALLED WITH WATERTIGHT JOINTS UNLESS
OTHERWISE NOTED.
5. 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.
6. ALL FLARED END SECTIONS SHALL BE PER NCDOT DRAWING.
7. ALL YARD INLETS SHALL BE HANSON CONCRETE OR APPROVED EQUAL DRECAST
INLET BOXES 3-1' x 3-1' OR 4'2 x 4'-2" DEPENDING ON MAXIMUM PIPE DEFLECIONS.
YARD INLET TOP TO BE PRECAST WITH A RING AND COVER ACCESS PROVIDED
THROUGH THE TOP.
8. ALL CONCRETE COLLARS SHALL BE PER NCDOT DRAWING # 840.72.
9. ALL BURIED JUNCTION BOXES SHALL BE PER NCDOT DRAWING # 1716.0'
DEPENDING ON FILL HEIGHT.
GRADING NOTES:
1. ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND
DISPOSED OF AT LEAST WEEKLY IN AN APPROVED MANNER.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION
TESTING.
3. 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.
4. SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK 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 LISTED BELOW.
5. ALL EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 1T AND
RECOMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT LISTED BELOW,
6, CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER IT
HAS BEEN INITIALLY PREPPED DUE TO INCLEMENT WEATHER AND CONSTRUCTION
TRAFFIC.
7. CLEARING LIMITS SHALL BE T OUTSIDE OF ALL PROPOSED GRADED AREAS OR NOT
BEYOND THE LIMITS OF DISTURBANCE, WHICHEVER IS LESS.
8. NO GRADING OFF -SITE 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 5% FOR THE FIRST 1V AND THEN SHALL BE
SLOPED AT A MINIMUM OF 1.0% GRADE. THE CONTRACTOR SHALL ENSURE POSITIVE
DRAINAGE AWAY FROM THE STRUCTURES, 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. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) SHALL BE
LOCATED AT THE LOWPOINTS. GRADING SHALL BE TO DIRECT RUNOFF TO THESE
INLETS. NOTIFY LBYD OF ANY DISCREPANCIES.
14. FILL SLOPES SHOULD BE BENCHED INTO THE EXISTING SLOPES AND SHOULD BE
COORDINATED WITH THE ONSITE ENGINEERING FOR DEPTH OF BENCH INTO THE
SLOPE.
15, A GEOTECHNICAL REPORT HAS BEEN PREPARED BY BUILDING AND EARTH
PROJECT NUMBER RD12358G AND IS AVAILABLE. THE CONTRACTOR SHALL REVIEW
THIS REPORT, VISIT THE SITE AND COMPLETE ANY ADDITIONAL EXPLORATIONS THAT IT
FEELS NECESSARY IN ORDER TO PROVIDE A SATISFACTORY BID,
16. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, IF
DEWATERING IS NEEDED. 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. IF
GROUNDWATER DEWATERING IS REQUIRED, CONTRACTOR IS TO OBTAIN ANY PERMITS
AS MAY BE REQUIRED PRIOR TO DISCHARGE OF EFFLUENT FROM DEWATERING.
17. GRADING ADJACENT TO THE BUILDING SHALL BE COORDINATED W'TH
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FOUNDATION WALLS, STEM
WALLS, DRAINS, AND OTHER CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES.
18. THE FINISHED GRADES ADJACENT TO THE NEW BUILDING SHALL BE A MINIMUM OF
6 INCHES BELOW FINISHED FLOOR, EXCEPT WHERE GRADES ARE REQUIRED ON
WALKWAYS AND ENTRANCES TO BUILDINGS THAT ARE HANDICAPPED ACCESSIBLE.
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. CONTRACTOR SHALL CONTACT
ENVIRONMENTAL BRANCH OF THE DIRECTORATE OF PUBLIC WORKS ENVIRONMENTAL
SUSTAINMENT DIVISION THROUGH THE CONTRACTING OFFICER REPRESENTATIVE FOR
EXCAVATION PERMIT.
UTILITY NOTES.
LBYD, Inc.
CM and Shudural Engineer:
716 South 30th Street
8inmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
®aaai2D12 102-12-025
nee mgs and design intent one !fie xie prop«ty
LM. IncdrOM. 11R rot be ngmd�aa �t , , pxmsdat
1. THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES
(WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, CABLE TV) FROM THE POINT THE
RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OF
CONNECTION AT THE BUILDING. WATER SHALL BE EXTENDED 5' OUTSIDE OF BUILDING.
SANITARY SHALL BE EXTENDED 10' OUTSIDE OF BUILDING.
2. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS TO
COME AT A LATER DATE FOR ALL PROPOSED UTILITY POINTS OF CONNECTION AT THE
BUILDING. NOTIFY ARCHITECT & LBYD OF ANY DISCREPANCIES. UTILITY CONNECTIONS
AT THE BUILDING WILL BE IN THE FUTURE BUILDING PACKAGE. CONTRACTOR SHALL
COORDINATE THE FAST TRACK AND BUILDING PACKAGES WITH SUBCONTRACTORS
AND WITH ANY CONTRACTORS WORKING IN THE AREA.
3. GRAVITY SEWER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONUS
REQUIREMENTS AND BY ONUS. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF
CONNECTION PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRAVITY SEWER
PIPE GRADES AND POINTS OF CONNECTION PRIOR TO INSTALLATION. THE ARCHITECT
SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.
5. WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH ONUS
REQUIREMENTS AND BY ONUS. WATER REQUIREMENTS AND CONNECTIONS TO BE
COORDINATED WITH ONUS. ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A
MINIMUM OF 36" COVER UNLESS OTHERWISE INDICATED ON PLANS.
6. ALL UNDERGROUND ELECTRICAL, TELEPHONE, AND CABLE TV SHALL BE
INSTALLED IN PVC CONDUIT OR CONCRETE ENCASED DUCT BANK WITH PULL WIRE
MEETING THE LOCAL UTILITY COMPANY'S REQUIREMENTS. INFORMATION SHOWN ON
CIVIL DRAWINGS FOR REFERENCE ONLY. REFER TO FUTURE ELECTRICAL PLANS FOR
SPECIFIC INFORMATION.
7. GAS SERVICE SHALL BE PER THE LOCAL UTILITY COMPANY'S REQUIREMENTS.
INFORMATION SHOWN ON CIVIL DRAWINGS FOR REFERENCE ONLY. COORDINATE WITH
MECHANICAL ENGINEER AND UTILITY COMPANY.
8. UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED FILL PLACED IN 6
INCH LOOSE LIFTS. FILL SHALL BE COMPACTED TO 98% STANDARD PROCTOR AND
OPTIMUM MOISTURE CONTENT WITHIN ±2.0% UNLESS OTHERWISE SPECIFIED.
9. WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE
SOILS ARE CONSIDERED UNSUITABLE FOR BEDDING OR BACKFILLING, UTILITY
TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH CRUSHED AGGREGATE,
10. WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING PAVING,
HARDSCAPE, SIDEWALKS, ETC., CONTAAC FOR SHALL SAWCUT AND REMOVE EXISTING
PAVING, HARDSCAPE, SIDEWALK ETC. ANDREPLACE IN LIKE KIND AND RESTRIPE AS
NECESSARY. BACKFILL TRENCH FULL DEPTH WITH STONE.
11. CONTRACTOR IS RESPONSIBLE FOR 11USTING ELEVATIONS OF ALL AT -GRADE
STRUCTURES AND UTILITIES TO REMAIN (VALVE BOXES, MANHOLES, INLETS, VAULTS,
ETC) TO MATCH PROPOSED FINISHED GRADES.
12. COORDINATE SEWER REQUIREMENTS AND CONNECTIONS WITH ONUS. NO
TAPPING OF THE EXISTING WATER DISTRIBUTION OR SANITARY SEWER SYSTEM IS
AUTHORIZED WITHOUT PRIOR APPROVAL OF ONUS.
13. ONUS IS RESPONSIBLE FOR FILING, MAINTAINING AND CLOSING WATER PERMITS
AND SANITARY SEWER PERMITS FOR THE PROJECT. CONTACT ONUS FOR A COPY OF
THE LATEST APPROVED INSTALLATION STANDARDS AND SPECIFICATIONS.
14. SPOT ALL UTILITY LINES USING AN INDEPENDENT SPOTTING SERVICE PRIOR TO
PEGINNING EXCAVATION. KEEP A SIGNED COPY OF THE DIGGING PERMIT ON SITE AT
ALL TIMES. FORT BRAGG MAY CONDUCT SACK CHECK SPOTTING EXCAVATION DURING
THE EXCAVATION PORTION OF THIS CONTRACT.
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,302, 15{: Fax [phone] __ 030619 -
f� n] rrr� ■tee wwa r.� amrr �BYD PROJECT NO.
- ® 102-12-025
These drawings and design intent are the sake properly of i��i�/ �� . M.
/27/12
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4 / / ! INV. OUT = 291.28
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e, '-I _ Co ' "` b b I 4" CLEANOUT (TYP.) TOP SHALL BE 4" BUILDING # E3724
wti T �' ABOVE BOTTOM OF BASIN. TOTAL
_., 3:1 SIDE 2s5 e cLEANours - 5 49
31,524 S.F.
. SLOPE FFE - 298.75
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FOREBAY TO BE LINED WITH9,
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SIDEWALK ELEV. 299.30
- ELEVATION = 299.00
4" SOLID WALL SCH 40 PVC
1 CLEANOUT RAISE TO 4" ABOVE
FINISH GRADE
=: ELEV = 295.50
INSTALL 12" Th. CLASS A RIP RAP. IN
FOREBAY. INSTALL WOVEN FILTER
FABRIC BENEATH RIP -RAP
NON -WOVEN
FILTER FABRIC
EXISTING GRADE
TOP ELEVATION = 297.00
SEE SOIL MEDIA NOTES OVER FLOW STRUCTURE
FOR SOD REQUIREMENTS. RIM= 296.50
ELEV = 295.50 _ MAX PONDING
ELEV= 295.50 '
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SOIL MEDIA
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BOTTOM
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BOTTOM STONE = 292.25 3" WASHED SAND
134" (ASTM C33) 18" RCP OUTLET
INV OUT = 291.28
3" WASHED #57 STONE ABOVE INV= 292.03
AND ON EACH SIDE OF PIPE FILL VOIDS AROUND UNDERDRAIN WITH
NON -SHRINK GROUT
ELEV. = 288.$0 MAKE CONNECTION
SHWT
SEASONAL HIGH WATER TABLE (SHWT) SHWT ELEV.
BELOW EG 6" SCH 40 PERFORATED WITH LATERALS WITH
PVC PIPE o
2'
o- 5 10 20
V: 9" = 2'-O" H: SXEI'=10'
SLOPE = 0.50% MIN 45 BEND OR WYE
PERFORATIONS SHALL CONNECTION,TYP
BE318"DIA.@6"ON
CENTER, MIN 4 HOLES
PER ROW
SOIL MEDIA NOTES
MIX DESIGN
85% SAND (USDA CLASSIFICATION)
10% FINES (SILT 8r 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 INMR.
E. SOII pH RANGE 7-8.
F. SOCDING MATERIAL MUST COME FROM A NO CLAY FARM. ANY TOPSOIL
ATTACHED TO SOD PATCHES MUST INFILTRATE AT 1-2 IN/HR. COMPLETE
BIO-RETENTION POND SHALL BE SODDED.
**SOILMEDIA SHALL BE SENT TO NORTH CAROLINA DEPT. OF AGRICULTURE
(NCDA) TO BE ANALYZED FOR COMPLIANCE.
1310 RETENTION AREA
DRAINAGE AREA =1.80 AC
WQv REQUIRED = 436 CF
MAX WQv DEPTH ALLOWABLE =12 INCHES
WQv DEPTH PROVIDED =12 INCHES
MAX PONDING = 295.50
BOTTOM BASIN = 294.00 5u-J &(21Zo 7-
BOTEM MEDIA = 293.25
BOTTOM STONE = 292.25 0 t. I%/w12--
SHWT)EPTH =11.2 FEET
SHWT=LEVATION* = 288.80
SEPAFATION FROM BOTTOM PROVIDED = 3.45 FEET
* ELEIATION BASED ON LOCATION OF SHWT TEST
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C-400
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LBYD Inc.
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and 5tnicturol Engineers ,,
716 South 30th Street S 5 � ��
Birmin ham, AL 35233 '
iuiain 12O5
254-4500 _ FQ SEAL
Fax 205� 488-0226 = 034619 -
LBYD PROJECT N0. �
copyright zrns 102-12-025
310 0^`Itlr w,ch mcyrnt 69nreirob�?d with ul vItienluPrmssion
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0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+60
STORM LINE B
320
STORM LINE D
Wilmington
320
STORM NOTES:
1. PIPE LENGTHS ARE FROM CENTER TO CENTER OF STRUCTURES. ACTUAL
LENGTHS OF PIPE TO FIELD FIT AND ADJUSTED TO CONFORM TO PROJECT
LAYOUT.
2. ALL STRUCTURES TO CONFORM TO FT, BRAGG STANDARD DETAILS,
SPECIFICATIONS, AND STORMWATER REGULATIONS.
3. STORM PIPE SHALL BE BEDDED IN #57 STONE 8" THICK IF WET TRENCH
CONDITIONS occuR.
4. REINFORCED CONCRETE PIPES SHALL BE GLASS lil UNLESS OTHERWISE NOTED,
5. ALL RCP PIPE JOINTS SHALL BE BELL &SPIGOT TYPE WITH A RUBBER GASKET
CONFORMING TO ASTM C-443. THE PIPE SHALL BE MANUFACTURED IN
ACCORDANCE WITH AASHTO M-170 ANDlOR ASTM C-76.
6. THE FOLLOWING UTILITIES ARE TO BE INSTALLED BY THE UTILITY PROVIDER AND
ARE SHOWN IN PROFILE FOR GENERAL REFERENCE ONLY:
UNDERGROUND POWER
SANITARY SEWER
HOT/ CHILLED WATER
GAS
DOMESTIC AND FIRE WATER
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6 12"PINE
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LBYD, Inc. ,,,\, CA RO''',
Ciril and Structural Engineers ��� �i�
716 South 30th Street p� �ESSIO.�y
Birmin ham, AL 35233
V• Main 205 251-4500 _ ?4 SEAL
oZ�i ci Fax [phone] - 030619 -
�`as LBYD PROJECT NO.
aappW 2012 102-12-025
Q�� These drmrirgs aid design intent are the sale property of
o LOR Int Mi�icd�� a�q rat be reproduced wdW written pamsw ���rrrrrlII�iiyy�ti►����
127/12
ORIGINAL FIELD WORK BY: VERIFIED BY:
LOWE ENGINEERS, LLC. MIKE ADAMS
ON JUNE 26,2011 MARS. SURVEYING, INC.
(ADDITIONAL WORK DONE 1306 FORT BRAGG RD.
ON SEPT.16, 2011) FAYETTEVILLE, NC 28305
ON AUGUST 22, 2012
.A_RS
1-UA evj14111 _
Surveying, Staking, Drafting
B U I L I N G 3925 1306 Fart Bragg Rd. Fayetteville, NC 2�305
FFE = 2 9 8.17 N 495800
NOTES:
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O RR TIES E• 2000 974
9 18"0 I: 299.64 4 0
I BEAM �OLLARD
303.48 3 23 1 'AOI�NQ`
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30S 81 � SIGN 302.84 � �� � ❑ P 0 GjlOUNO-300.27'
\ TRANS. Rf� TIES ❑ \ 84 ,y�
6"OAK \ 3Q 50 , \ P #GROUND-22.PINE9' l
? 4 OAK j j P ► ,ePSE
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306.61 4( PAD
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B 306.76 302.45 G % SHED
WOO4" UNDER CH C7ttVOPY 0 gg f ( 29 SIDEWALK
Z) / t 17 301.45 'sr'
RR TIES - _­1l 0
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GROUND1300.06' = STEAM VAULT
GRATE-299.2000N'
�/ 30 .14-' / TOP OF INSULA
PAD C �' 300.22 �H fEMP. WAT 1STO . $7 STEAM PIPE-25
r 301.42• j'" \ BOTTOM-289.7'
R. 289.7' NV SUMP PUM
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l
04.49 J --TO 97.43
/ p�sri ' 29X7.• P�0 x Sly P2 293.48
/ - 8 C=293.60
297.3s' 8" C=295.07
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/ 30 1 LANDSCAPE 3
x
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1 X1 DI X RIPRA� _j 120
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:21
1. SEE SHEET C-001 CIVIL SITE LOCATION, VICINITY MAP, AND LEGEND FOR
29 .7z ADDITIONAL INFORMATION.
29). 1 1 2. SEE SHEET C-002 GENERAL NOTES FOR ADDITIONAL INFORMATION.
3. HORIZONTAL DATUM: NORTH CAROLINA, STATE PLANE COORDINATES, NAD83
4. VERTICAL DATUM: NAVD88
SDMH
81 07 TOP-294.t,�
SIDEWALK Sop RCP-2 5.73'
29 _06 /
e 29Z 2 O OM C J
13" OAK p 82296.58 p S l
GRAVEL / GROUND-29 t8' S 0 294.29
13" OAK
/ GRQtlND-295. f3' 293. 18,---
GRAVEL
GRAaIgC 2086 / Q� .
17 0 2 295.35
B 4p 1-11 294.15 /
46 cR�U _2 (p f / / GRA 4
.49 S��• M 10 29 .05 /
92.51 / 289.53' 28.81
B6 \
.81 \ 36 � O � I / DI I TOP= 9.62
4�O�ID-293. 1 SUM 286.3
30 P
I 29 .66 IN OUT= 6.30
39 B� x .
\ 1 " H,,,DW`D § G,Qo No ` 290. f0 289.50 02
N 495700 + I
0,1,
92' \ 1 1�? . . / STOP SI oO�o4) N 495600
29 `&0'NC. 1 v�00
TC. PAD \ 5' CHAIN INK FENCE ' 4 SWC� -J
PAD �� TOP-288.88
295.34 \ 2 (� F}t ' }�v� Gi �d SUM-283.35
' " \ � r � 28 INV. UT=283.38
". r.
10 H D 000 \ \ 33 1p3
" #4955 2.443 m
PINE* M 97.51 2000448,784
YPINE " ��� 19� CS 28 8 89.14 qp D
10 PINE \ \ 8y �Q, cpo ,5 _ 289,02 F pROk V)
-ZD WD\ 'io` 'QSp c'g S k p(,q(OC SD MH
O-CN TOP=286.63 �rzn
BASE OD Oq0 P40V
pROX. OC FLOW J. '0� cONO 1 1 286.75
EN 2 X soX SIG SD 2 59 TOPM286.87 LLJ
5. 8 `"7J! FULL OF DEBRIS
X I / 20 PINE 292.se, 28 .52 2 77 % 28 1 CI THROAT=286.09
x 2972s' 1 x 2 SUMP=282.09 J
297.87, 294.7s2 4.7 PINE 1� I 1 15"RCP
BUILDING 3622 e� 10" HRD WOOD% `< 30 f �� 1N5"RCP 282 12 Q
(FIELD LOCAT 293.00 29 6f INV. OUT=28�1.77 Z
I '1z' ` 292.Sr 28 85 N 4
LL
FFE ± 2 9 .5 0 � f f P,N � X 29.41 s / / 95500 r
I ! I - l MH 0. 14 O 1
8.68' PINE 29sa ' �IP�- 87 06 CI MH �g89.89 \S k 16 2 / 4" BOLL�IRD ( U
298.07' I tp PVC' 29 .82 TOP=289.51 F 42 2i85.84 3" DIA. ONC r83
.71 Q
�!I INV. IN=287.4 \ CI THROAT=288-$.86 1 .0 EL=2Ef7.73
PINE 15"RC 291.33 P=285.54 '� 2
9� INV. OUT 286. 6 NV. ICN=285.61 \ \ 0 /9
/x PINE#/ 29 06' INV. OUT=285.47 \ 44 .84
296.93' / /d I 92.10
% Q
294.18' ' 29r.e8' \ \ 3" STEEL PAST \ 37 98 ; u LL
293 74 \ 84 �IGN "STOP"
I 1 �88.88 4" B I LLARDfi � P..112 Z
291.95' \ /
295.50' 295.73' 4 287.4� 5 1 L LD
2 .02' / I 4 907 Tel ' �2
/ \ 292.2r
294.61'
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Wilmington District
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SHEET
IDENTIFICATION
V-002
�j,` �' r ' ' l�l'e i .! '� .�. i r�• r �� i' �� r •f � is ° r�� ' i♦

m
1
i
N
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a
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O
N
T
2
I 3
IDEWALK
­111111 r
FLQW
293.61
� X
413"PINE o m
X
6 12"NE a. J S
0 r w o
LL-
f � J
0 298.29 00
_ o Q
a
2 79 ��\ �1 2ZPlNE Q40� APPROX. LOC.
WATER HAND VALVE
54 36 K
Zoo 14"PINE
SIGN
86 NS 4"PINE
�n14"PINE PI�
71 \� ,7� 20"Pl.
� .3D 1.58 T
TOP=301. 01 GpOQ C
TOP=S1D.MH
8"OAK 91 _ND CO
SttI =z96.59 CI 8 .94 J oi( +Y
5"RCP=29'6.44 TOP=301.01 Ac
-� 11 "0 K ?O 1 S3
� 3 5 .38 00
�
ST P SIGN � p v
302. 15 30 62000 v�
Q� O� irJ
302.67 302.47 9 11 0OAK �A-
1
C ASPH. 30 5
��0�44 C3
W FA
imbablEmb.-
30 .59 p RR TIES E: 2000 6.1974
9 LP
18"0 I: 299.64
I BEAM �OLLARD 4
303.48 I M H
3 .23 TOP =302.75/ UGE
30 .34 10"PVC285.25 IGN CONC. 99
11"PVC- 85.19 RR TIES
30 -LP 6"OAK 1 } � 2 .9
304.28 "0 0�+ 2� �_OLLARq TELE. ED 0 71
I
1 30 .1
COMM 30 9 �o -� o RR TIE B❑ 59 17
4 0 385 04 SUMP=292.002 �[c J CONC. Q BB .46
R0 30 10 \ OP WIRE=3 .02 4 . Ov' \
FROM A (0C S/0 SIGN 4"0 A- �O'301.58 r �� BB \ 10"0�1K 2 .49 1
L4iyYq 1 8 Q p� CONC.-GOOD Bs El f
30" 1 " Ck � � Q ? QQ� BB ❑ P f �j 11'OAK 2 .81
\ \\ l �\
SIGT RFC TIES 8 E IC MH ❑ P
6'OAK TOP=303.1 B P LP
30 .50 a 10NC '� 50P W429 3�00.04 BB� rr 'PINE
12"PINE
4'OAK f� ADC P c� 0
306.61
"PINE FH 3
J
8"PJ�E 30 .90
_ QP
F�
4"0 /
/ �G �o i
E3 306. 76 F _ aAT
o
C,7
2
0'�
a�b o as
aA�o
Q 4�
APPROX. LOC.
WX
FROM PLANS
PED.
1�23 IGN
17
PIED.
V
"CONC.
PAD 'Y J c o
O&31aH
J P= �18
� V
~r PAD
30y. 1
BUILQING 3925
FFE�98.17
1
SIDEWALK
LP
k
13' OAK
\ GRAVEL
�6�-~
TELE_ MH 01 \
TUMP3094_.02 BB ❑� GRASS % E ; PAD
L C. \
P O ❑ A��x LO 8w A 2 62 T 29 ONC.
. pppp OC��'�Xc �q
�GaINC. D BB }YK
P F 0M PLA� CUIVC. PAD
TELE. '�
WV PT EOUIPM NT lJ E PAn
L301.57 y $"PIN CWR CW
BB/ W/UGE qj 1 HWR HWR
EXISTING "PIN
302.45
CAN O P GR 1 J�,` SHED
WDDD CHI 60 SIDEWALK
UNDER CANOPY 3"E C 2
M 58
pOf
z
301.45 '
X
/ RR TIES�,47 O o 0-1
�11 } 301.89 ABDN POLE 8"P E r a 0
10"OAK 8�[ *f I < LL
0 .So
3�.07�30Q.77PIN 8.,.,�NE
' 71 I a
art 8"0 301.55 " / / LLI
cn
� . 72
1
rcvQ 1 "OAKS
4
1� Q o-4 1.9
yr67 .2181 07 TOP H294.
30" RCP-2 '5.73'
LP SIDEWALK 29 O6 30" RCP-�2 5.59'
Tj297.12
r
LP RO, 296.58 294.29 13` OAK/
FRC p1104' 40 GRAVES,
5 5 4
295.35
�� GRAVEC / 2�+1.86 ljik / O p
k •�' /
c
qRp 294.15
CO
O -41
3 j
1 R k 0 / � o Q a
35 4
RAM A!„ C GRA29 .05
"vV Q-
S 92.51 / Q 28.81
36 k 1 DI
1 T P= 2
293.32 / GV OM P286.
29 .66 IN OUT= 6.30 qpp
39
1 ' HRDWD ` t y 289.50 Q� VOO FROi� A� (OC
5
LBYD, Inc. ,�,,,,�����1,�►,,,,,,,,��,
Civil and Sftotuml Engineers �`��, �� CAR()
�''%
716 South 30th Street �Q;=FESSI0•..•%'
BFrmin ham, AL 35233
Main 205 251-4500 SEAL r; _
Fax [phone]go - 030619
LBY© PROJECT No.
®aim 102-12-025
8M, Thesek sii may
not
n in tmpliir�dare N sale pW4:Df *ad +ten per ,'/����� M���N
127112
ORIGINAL FIELD WORT( BY: VERIFIED BY:
LOWE ENGINEERS, LLC.
MIKE ADAMS
ON JUNE 26,2011
MARS. SURVEYING, INC.
(ADDITIONAL WORK DONE
1306 FORT BRAGG RD.
ON SEPT.16, 2011)
FAYETTEVILLE, NC 28305
ON AUGUST 22, 2012
sull'T e ilia liic.
Surveying, Staking; Drafting
1301 Fort Bragg Rd. layette nlle;.NC 21MI
N 495800
NOTES:
1. SEE SHEET C-001 CIVIL SITE LOCATION, VICINITY MAP, AND LEGEND FOR
ADDITIONAL INFORMATION.
2. SEE SHEET C-002 GENERAL NOTES FOR ADDITIONAL INFORMATION.
3. HORIZONTAL DATUM: NORTH CAROLINA, STATE PLANE COORDINATES, NAD83
4. VERTICAL DATUM: NAVD88
N 495700
N 495600
FH \ \ \ 1 �A- a�0 & \v NS .
c.l
q 2 CHAIN INK FENCE v; oa TO - 88.88 PP Q
x 291 p,} ( / O FH • ,� Q 28 1SUMf =283.35
" W �� \ pG4hS C' �O� 0� WV INV. M :0� \ `� ' a-% 5�UT=283.38
2.443 C
97.51 \ \ ^y v C t: 2000448.784 �.� m
8 INE " �'� 28 8 Q ❑
/� \ 0 k qp Z
10 PINE 8" HRD WD \ 5� Sp 2 02 F pROx o
" HR qSp Cq SF 28 . �6 '� �LP/BP 4pq J k '��9NS� TOP SD =286.63 �o =� Z
\ CON 5 y�G' 0 'POq FRORQ,I 3 E. Z� p} 3
/0 p 0 �/ � Q
�0.10 PINES 300.50 / 291t.52 BUILDING 3622
STEAM VAULT (FIELD L0CAT
GRATE-299.20'
TOP OF INSULATED F F E = ± 2 9 .5 0
300.22 dIGH TEMP. T DISTo. 8 STEAM PIPE-294.45'
�� 0142 CWR �� BOTTOM-289.77'
7 FLOW HWR HWR NV SUMP PUMP-288.68'
SSX r SSX / ; nil SCO LIGHT
SSMH
RIPRAP TOP=300.73 - 98.70 FLOW
:KLARD
.3 S�1MP=29_ 1 �2 � DI ,
[�
1X1 DI
OP=301.90
k
k 3 51
IC=301.7D01
0
_
2P=290 681
V
CP=290.42
STEAM
A
00.
QQ O� VAU LT
4� GRATE=30.
STEAM PIP =
z
INV T h
qQ�=a
O 2�'
Q g
0 OOGi
O� y0
Q�OgQ
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a�
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LLI
f/
6 CLAY= .40 .IG
6"CIAY=291.40 / *�
�6'CLAY=291.36 ,,1
TO
SU
8"
8'
12
=297.43
P=293.48
C=293.60
C=295.07
C=293.44
f20
OAK
SIDEWAL
-� 29 .7-7
\) "MAGNOLIA �� o
RiPR X�QP � Q ­4 -
- 4 OAK
L
j CL
2977 39 92 6.PINE 295.70 r
J
9.50 3323 r �_
�UNKN MH APPROX. LOC. OF K
�TOP=300.92 12"PLASTIC=297.7TILDING FROM
47 TOP P12 PVC 8298.28 3
=291.18 © PLANSx 1
FFE=±29 6.50 D1 i
oz p
LY D1 Q
z rna_294.692' I -ro U
RCP-291 27' I N /
p � PVE-292.74
O O RCP-290.92' OCR
N 0O4 N
W LU LU
tz
Qn,v Z }
PROX. BAS E 1 A(q( 00 286.75 Ow Q�
C FLQV LP SIG 0 CO�Q NS SD MH }�O CI�
a EN N \ X 2 59 TOP=286.87
8 20'PINE FULL OF DEBRIS
28 1 Off' w 28 .52 77 qpA CI THROAT=286.09 ❑
PINE 10 HRD WO(�^J �j / 30 FRp4 0 ( 3 � 115 RC282.09
P�Oac' Q� A- ..J
V' 2 J " F� p O v INV. IN=282.12 Q
O C 4 " Q � Q
293.00
12
P1r !
N I /
CI MH /
I 0,51
12" ' �I r P 89.87
IPINE / P�= 87.06I
415g PVC
13f'PV. IN=287,4
9 INV. OU -286. 6
/ / 1
I
M
�_
O
O
CV
C %4
LU LLj
!r NS 15 RCP O Z
INV. OUT=28V.77 GV /
LL`
I �
41 286.85 / / N 495500
0.44 f
` dk 16 2 / 4" D \ V
CI MH "F 9.89
TOP=289.51 F 42 5.84 3" A. ONC 2 .71 Q
CI THROAT=288N.86 1 �0 =2tf /.73
„
291.33 P=285.54
83
INV. IIN=285.61 \ \ \ 0� 2 44 COMM. JB.
INV. OUT=285.47 84 �P=285.23
\ \ COMM. RISER C/)
\ 8 TOP=285.24
3" STEEL
\ EEL PAS37 T <
\ /�PALCN 84 SIGN "STOP"
�88.88 =287, 6 V3 Z
4" B�LLARp 1 Y O
287.4 Y
287.39 5
SD M 1 Q
TOP = 86.95 236 '` 2 6 4i` Y 93 ❑
FULLF DEBRIS ION ST Z
SUMHIII=RR=282.53 6.37 ' Q z ZO/Z
1 )aP 7 � ,j �j , ❑
1N5 . IC =283.10 / f G� + - Oaf Nl'�f 7
INV. 0 T=282.20 / / � �
87.68
2 6.2� / / 28.22 --�
t �
k IGN >RAFFIC"
O �O / } U
O / 28 .28
`n (AD/
O � 0;.44 /
0
0
CV N 0
LU 288.95 LU
8" TO 20" SCATTERED PINES 288.36 •�} �1 yw 0 15 � t30 60
US Army Corps of
Engineers
Vilmington District
00
CD
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SHEET
IDENTIFICATION
v-001
1 f . i ...I �1.• I �.. .. ..o.. .. ..•r �! f.. �. �.,.. �n d !,r 1 „'.i ;i1.'L'.i:, _ ..� 3 ��.� -,Y

1
BULDIN(3' IFROM
PLANS
'IL)EWALK
V_
X
2
13PINE ci -
z
a-
12'PINE
D
jn
69
OLow.
sue^_E AAND VA' WA,
K
'0
*1 4"Pfl
4 IN
6 'DA
K
A4 in
20
Toi_1=31C
; �J, U
8'OA
S D V. ..... ......
j
5`RCFJ=296�44
0
MATCH,
00 301.20
EXISTING
01.95
C 300.81
• 0
01.60 0
MATCH
713 300.00
EXISTING 301.75
2
1011M 61B
• 5.50
02.33 U-3
M
301.20
295.50
302.10
300.70 C.,
300.20
295.50
301.50 2C 294.00
6'OAK NS. • 301.80 300.95 1D
301.2
'PINE H
Q
CD Cn Sal
8' PINE C'm
01A
MATCH
IQL
APPROX. 'fir
FRC)M PLANS
BUhL-DING 3925
F _FF -_='298,1 7
S
24=55, -- 29�
3
MATCH
EXISTING
4
PERMANENT SWALE SECTION TABLE
SWALE ID
SWALE TYPE
LINING TYPE
d DIMENSION
W DIMENSION
SWALE #1
TRAPEZOIDAL
STABILIZATION_ VEGETATIVE
111
4v
SWALE #2
1
TRAPEZOIDAL
VEGETATIVE
STABILIZATION
if
41
� CALCULATIONS �
PERMANENT SWALE #1
DRAINAGE AREA = 0.25 AC
SOIL HYDROLOGY GROUP = B
d = 1 FT
k24 = CiA = (.8)(8)(0.25) = 1.6 CFS
USE DEPTH OF f
CROSS SEC. AREA = 7 SQFT
LENGTH = 136; GRADE = 1.5%
QA = 30 CFS
QA ' k24
PERMANENT SWALE 92
DRAINAGE AREA = 0.5 AC
SOIL HYDROLOGY GROUP = B
d = 1 FT
k24 = CiA = (.9)(8)(0.5) = 3.6 CFS
USE DEPTH OF If
CROSS SEC. AREA = 7 SQFT
LENGTH = 180; GRADE = 3.8%
QA = 30 CFS
QA > �0,24
5
LBYD, Inc.
CIA and Structural Engineers............
716 South 30th Street
Birmin ham,
AL 35233 =%*
Main 205) 251-4500 SEAL
Fax [phone]
18 030619 US Army Corps of
L8NM PROJECT NO. = Engineers (D
(D copflw fm 102-12-025 Wilmington District
These drawl n intent are the sole property pt
property Pt
kj0 LBYD, Inc =Anvoy'rrali mp&ad wbod wft pernmon k% 7112
NOTE:
REFER TO DETAIL 1 ON SHEET C-506 FOR
CROSS -SECTIONAL VIEW OF DITCH / SWALE.
N 495800
STORM DRAINAGE LEGEND
297.6 721�7.60
�0
7
EXISTING
SI)MH
0 STORM MANHOLE 4�
F(D I 7.20
297.04
0 PERMANENT
7N
TOP-294.05'
33" RC-­285,73'
C-504
17
SWALE #1
30 RC P - -12P, 5,59'
4
D
295
i
CO FLARED END SECTION 13
297 296.00
3B
S
N3
298
\298.55
294 295.84
90;
N 495700
M GRATE INLET
CN....... .. .. .
HOODED GRATE INLET
3 . . ... .. ......
298.34 95.15%0 .50 DOUBLE WING 2%
4:1
298. 295.16 ...... CURB INLET �C-50V
V
AD MIN ANNEX ;98.34 295.84 B-2 40 LEEEEER TRENCH DRAIN
I 298.59 - 29871
BUILDING# E3724 295.65
298.70 SDSTORM LINE
.
\Zj8.71 31,524 S.F.295.84 295 50
298.58 295
.50
\29-5
FFE = 298.75
STORM LINE DESIGNATION
DI P
B-1 '2
95-60
(�D STORM STRUCTURE
G
LUZ
296.02 295 62 295.21 00 DESIGNATION
298.13 296.20
- - ----- 298.71 2B
29825 -296.02 295-SR 113 *\295.00 TOP OF CURB
294.50 BOTTOM OF CURB
292.75 2
98-\-/ 9 N 495600 298 298.35 5. L8 9 *'\2-95-00 SURFACE ELEVATION
\�297.60 _j
297.60 T11
C%4
�_35,
�297.44 X SU��P
297 15 F,
A---- nn.?nn W, 97.85 '_1 1 )5
M
B EXISTING 2D
304.85 +--' 296.00
8 ; C-7)
Aix X 3C r 0
302.00
02.91
30358 301.50
302.50 51
MATCH
'--.EXISTING
3015.70 G UILDI3622
BN
STEAM VAUL7 _1ELD LOCA T
GRAjFE-299.20
�TOP OF !NSULATED
FE= 298.50
DISTP. S,EAM PIPE-294.4
C', BOTTOM-289.77'
303.50 �NV SUMP PUMP-28&68'
-S HWR
M FH1 = - -1
SSX SSOO DGHT
V'S=N LLARD
30 3
6L Ay 2-9"T •,, 40 'SU =297.43 P=29:5,48
(3 "I -AY 291.4 0
­-6%CLAY=291 .36 j 18 C=293,60
Z 18"FVC=295.07
12'PVC=293.4.4
L4NDSCAPr
AAU
7" �4 LF
"a 12" X
L
OA OAK
PINE
al
STEAM
A VAULT 1�)�IKN M" AP P R 0 0 0) F 'OAK
GRATE=300. i�6F=300.92
T' F OF IN, 2"PLASTIC=297.74
S-7EAM HP 9.47 10P 12"PV­ I LDI N
­298.28
�T _ -��f I i I <
Iry ANS T UMP-­=2S1,18
tJ 0 F F 90 -D
CK
c,
ff
6 < Z
C=) r C=)
RCP-291.27'
8" PVE-2,92.74'
I RCP-290.92'
C=)
LU LU LU Lij
NVMATCH --z6,3, 58
EXISTING
ND
U)
j
)c
T P=F z "k MATCH .0 -286.63 -v
EXISTING
EIN6 _71 F �()P= �86_87 W
FULL OF" DEBRIS
289.80
PERV ENT 0
4
1A
SKE #2
IN'=282,12
<
I ✓ MATCH 5"RCP
INV. OUT=281.137 z
t2' EXIST N 495500 LL
J MH EXISTING
ip IV* 05 (Ise,
C. 84-87
2
12 U -1 A 4Rl
f P 4410),
PINZ Au 1p­�,­/,06
8"PVC.; IOP-289,51 N I A, OONC <
P15NV. IN='28THR
7.4a C! OAT=28k,86
, -P
INV, OUT- 286.
INV, IN=285.61
PINI INV. OUT�28,5,47
EXISTING STORM MANHOLE TO
<
BE REMOVED AND REPLACED LL
WITH GRATE INLET (f)
TOP = 290.50 4'F z
v
f F 0
TO 12,­ 2 8 6.9 `s A- <
FULL QF DEBRIS,
Ci TljR(_',AT�-286_',,
5 z
PP
N h1-283.10
F 0
495400
i �c P
INV. CWT,=282,2C LL
Iz
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C-106

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ENCLOSURE (SEE NOTE #4)
14'
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IPE BOLLARD (TYP-)
CONNECT TO EXISTING
SIDEWALK SYSTEM — — 82' AT/FP
GRASSPAVE FOR CONNECT TO EXISTING
EMERGENCY ACCESS SIDEWALK SYSTEM
j A PROJECT LIMITS (SEE
2' WIDE WHITE ; ARM ACCESS GATE ,
o SPECIAL NOTE #1)
STOP BAR •7. WITH KNOX BOX` 11 j" N PROJECT LIMITS (SEE
CONTRACTOR SHALL MILL AS
1a
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Fax 205� 488-0226 — 030619
LBYD PROJECT NO. F.
® 102-12-025
These dnavi 20N2 gn intent are the sole properl)I of
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SPECIAL NOTE:
TRANSFORMER PAD AND
ENCLOSURE (SEE NOTE #4)
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F , VERIFIED BY - BRAGG
1. AS SOON AS PRACTICAL, BUT NOT LATER THAN 15 DAYS AFTER THE DATE ESTABLISHED
FOR COMMENCEMENT OF WORK, FURNISH AND ERECT TEMPORARY PROJECT SAFETY
FENCING AROUND THE CONSTRUCTION SITE WHERE PROJECT LIMITS ARE SHOWN ON PLAN,
THIS FENCING SHALL REMAIN THE PROPERTY OF THE CONTRACTOR. THE SAFETY FENCING
SHALL BE 9 GAUGE CHAIN LINK FENCE, A MINIMUM OF 72 INCHES HIGH, SUPPORTED AND
TIGHTLY SECURED TO STEEL POSTS LOCATED ON A MAXIMUM OF 10 FOOT CENTERS,
CONSTRUCTED AT THE APPROVED LOCATION. MAINTAIN THE SAFETY FENCING DURING THE
LIFE OF THE CONTRACT AND UPON COMPLETION AND ACCEPTANCE OF THE WORK REMOVE
ALL FENCING FROM THE WORK SITE. PRIOR TO ERECTION OF ANY TEMPORARY PROJECT
SAFETY FENCING, COORDINATE WITH FORT BRAGG DPW TRANSPORTATION ENGINEER, RAY
GOFF; 910-907-1759 TO CHECK APPROPRIATE TRAFFIC SAFETY SIGHT LINES. INSTALLATION
AND LOCATING OF PROJECT SAFETY FENCING SHALL CONSIDER SIGHT TRIANGLES AT
N 495800 INTERSECTIONS, CURVES, AND CONSTRUCTION ENTRANCES.
N 495700
SITE LEGEND
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