SW8970847_APPROVED PLANS_20211216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9-1 0 2 Lf -1
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
207- 21ko
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OVERALL PERMITAREAS
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EXISTING PERMITAREA
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EXISTING PERMITAREA -
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AREA 902128 537966 902128 307537
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PROPOSED PERCENT
IMPERVIOUS
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EXISTING PERCENT
IMPERVIOUS
(WITH FUTURE BUA)
PROPOSED PERCENT
IMPERVIOUS
(WITH FUTURE BUA)
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392
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MOON TOWNSHIP, PA 15108 NE INFO
APPROVED
PAVEMENTLEGEND FOR COMMANDER NAVFAC
**NOT ALL HATCHES OR LINES TYPES MAY APPEAR ON SHEET** ACTIVITY CONCURRED BY
LOD-H— P378 HANGAR LIMIT OF DISTURBANCE MCAS NR-I&E
— LOD-i P378 GARAGE LIMIT OF DISTURBANCE VIA EMAIL
SATISFACTORY TO DATE 11/10/2021
SW8970219 DES BRF DRW WDN CHK WDN
EXISTING PERMIT BOUNDARY PMIDM GOSS / RIDE
ON SW8970219 BRANCH HEAD DE
PROPOSED PERMIT BOUNDARY DESIGN DIRECTOR PAUL K. SHRE
SW8970847 FIRE PROTECTION DP
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CONSTR. CONTR. NO.
N40085-20-C-0060
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PERMITAREA- FUTURE
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TOTAL PERMITAREA
(SF)
EXISTING PERCENT
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WITHOUT FUTURE BUA
PROPOSED PERCENT
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WITHOUT FUTURE BUA
EXISTING PERCENT
IMPERVIOUS
(WITH FUTURE BUA)
PROPOSED PERCENT
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(WITH FUTURE BUA)
100AIRSIDEDRIVE
MOON TOWNSHIP, PA 15108 NEINFO
APPROVED
OVERALL PERMITAREAS
BUA AREAS
PAVEMENTLEGEND
FOR COMMANDER NAVFAG
SW8970219
SW8970847
SW8970219
SW8970847
"NOT ALL HATCHES OR LINES TYPES MAY APPEAR ON SHEET**
ACTNITY CONCURRED BY
— LOD-H— P378 HANGAR LIMIT OF DISTURBANCE
— SOD-G— P378 GARAGE LIMIT OF DISTURBANCE
MCAS NR-I&E
VIA EMAIL
EXISTING PERMIT INFORMATION
SATISFACTORY TO DATE 11/10/2021
SW8970219
DES EIRF
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902128 537966 892481 237841
EXISTING PERMIT BOUNDARY
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PROPOSED PERMIT BOUNDARY
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DESIGN DIRECTOR PAUL K. SHREM
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EPROJECT NO. 1639691
CONSTR. CONTR. NO.
N40085-20-C-0060
100.00%
57.17%
NAVFAC DRAWNG NO.
0 25' 501
SHEET OF 1364
100.00%
58.72%
SCALE: 1 50'
5 ISSUED FOR
F-EXA.
ORAVF.RNI REVISION: 11 A..NU 2.
CONSTRUCTION 10 NOV 21
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CONTRACTOR INFO
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I N T E R N A T 1 0 N A
100.00% 58.72% MOON TOWNSHIP, PA 15108 re INFO
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PAVEMENTLEGEND FOR COMMANDER NAVFAC
**NOT ALL HATCHES OR LINES TYPES MAY APPEAR ON SHEET** ACTIVITY CONCURRED BY
— LOD+I— P378 HANGAR LIMIT OF DISTURBANCE MCAS NR-I&E
— LOD-G— P378 GARAGE LIMIT OF DISTURBANCE VIA EMAIL
SATISFACTORY TO DATE 11/10/2021
SW8970219 DES BRF I DRW WDNI CHK WDN
EXISTING PERMIT BOUNDARY PM/DM GOSS / RIDE
UN Mon ZOt SW8970219 BRANCH HEAD DE
PROPOSED PERMIT BOUNDARY DESIGN DIRECTOR PAUL K. SHREIV
SW8970847 FIRE PROTECTION Dp
EXISTING PERMIT BOUNDARY z > z
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EXISTING AREA TO BE REMOVED _
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PROPOSED AREA TO BE ADDED $ � H W
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SCALE: AS NOTED
EPROJECT NO.: 1639691
_ CONSiR. CONTR. NO.
N40085-20-C-0060
0 75' 150' 300, NAVFAC DRAWING NO.
SHEET OF 1364
SCALE: 1" = 150' rv_ 1. 5
5 ISSUED FOR CONSTRUCTION
2IA000ST=
10 NOV 21
m

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No
GENERAL NOTES:
1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS INDICATED.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE
OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.
4. COORDINATES SHOWN LOCATING SITE FEATURES ARE EXPRESSED IN MODIFIED GROUND COORDINATES. SEE TABLE ON
SHEET C-003 FOR SURVEY CONTROL POINTS.
5. ALL WORK MUST BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND GOVERNMENT REGULATORY
AGENCIES AND THE CONTRACTING OFFICER'S REPRESENTATIVE (CO).
6. ALL WORK MUST BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL AND GOVERNMENT
CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS,
CONTRACTOR MUST INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH
REQUIREMENT IS MOST STRINGENT, CONTRACTOR MUST SUBMIT ISSUE TO THE CO IN WRITING. THE DECISION OF THE CO
MUST BE CONSIDERED FINAL.
7. ALL WORK MUST BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING QUALITY MATERIALS.
RECORD DRAWING NOTES:
1. CONTRACTOR MUST MAINTAIN UPDATED REDLINE RECORD DRAWINGS AT ALL TIMES THROUGH THE DURATION OF THE
PROJECT. CONSTRUCTION RECORD DRAWINGS MUST BE SUBMITTED TO THE CO.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR MUST BE RESPONSIBLE FOR KEEPING TRACK OF ANY
CO -APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS.
CONTRACTOR MUST USE THESE REVISIONS TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS
FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS MUST BE NOTED. THIS
INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING
CONSTRUCTION.
4. THE CO MUST REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED RECORD DRAWINGS. IF THE RECORD
DRAWINGS ARE CONSIDERED UNACCEPTABLE, THEY MUST BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND
RESUBMISSION.
EXISTING CONDITION NOTES:
1. ALL STRUCTURES AND UNDERGROUND UTILITIES ARE SHOWN AT APPROXIMATE ELEVATIONS AND LOCATIONS BASED ON
FIELD OBSERVATIONS, SURVEY DATA, AND HISTORICAL MAPS AND INFORMATION. EXACT LOCATION AND SIZES OF
EXISTING UTILITIES IN THE AREA OF CONSTRUCTION MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR WITH A
REPRESENTATIVE OF THE APPROPRIATE UTILITY COMPANY. UNDERGROUND STRUCTURES AND UTILITIES MAY BE
PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
2. THE CONTRACTOR MUST FIELD -CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE
ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS MUST BE IMMEDIATELY REPORTED TO THE CO BEFORE
ANY FURTHER WORK COMMENCES.
3. IT MUST BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY
INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR MUST
VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND
UTILITIES PRIOR TO BEGINNING WORK. CONTRACTOR MUST CONTACT THE CO AND ALL ASSOCIATED UTILITY COMPANIES
AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT
THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE
OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE CO OF OPERATIONAL PLANS. IN THE EVENT AN
UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE
CONTRACTOR MUST IMMEDIATELY NOTIFY THE CO. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF
THE CO.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND
CONSTRUCTION. THE CONTRACTOR MUST REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF
THE CO.
6. SPECIAL HANDLING AND CONSIDERATION MUST BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN
CONTAMINATED SUBSTANCES. CONTRACTOR MUST MONITOR EXCAVATED SOILS FOR POTENTIALLY CONTAMINATED
SUBSTANCES IN ACCORDANCE WITH THE SPECIFICATIONS AND THE CONTRACTOR'S APPROVED HEALTH & SAFETY PLAN.
EXCAVATED SOILS TO REMAIN ON MICAS NEW RIVER MUST BE HANDLED, STOCKPILED, & DISPOSED IN ACCORDANCE WITH
SPEC. SECTION 3123 00.00 20 EXCAVATION AND FILL, AND AS DIRECTED BY THE CO. EXCAVATED SOILS TO BE REMOVED
FROM MICAS NEW RIVER MUST BE HANDLED, STOCKPILED, TESTED, AND DISPOSED IN ACCORDANCE WITH SPEC. SECTION
01 5719.01 20. CONTRACTOR MUST COORDINATE HANDLING OF CONTAMINATED MATERIALS WITH THE CO.
7. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL UTILITY LOCATOR PRIOR TO
DIGGING.CONTRACTOR WILL PROVIDE DOCUMENTATION THAT THE SITE HAS BEEN SURVEYED AND CHECKED FOR
UNDERGROUND UTILITIES. ALL UTILITIES MUST BE LOCATED, INCLUDING BUT NOT LIMITED TO POWER, WATER, SEWER,
STORM DRAINS, FIBER OPTICS, T.V. CABLE, TELEPHONE, AND INTRUSION DETECTION WIRING. A SET OF KNOWN UTILITY
DRAWINGS AS -BUILT DRAWINGS WILL BE AVAILABLE IN THE ROICC/PWD OFFICE FOR REVIEW TO ASSIST THE LOCATOR.
8. IT IS MANDATORY THAT THE CONTRACTOR CONTACT THE BASE TELEPHONE OFFICE (910-451-2531/3100) PRIOR TO
ACCOMPLISHING ANY DIGGING AT CAMP LEJEUNE. A TELEPHONE OFFICE REPRESENTATIVE WILL ASSIST IN LOCATING
TELEPHONE LINES.
9. IT IS MANDATORY THAT THE CONTRACTOR CONTACT CHARTER COMMUNICATIONS, CABLE TV SERVICE PRIOR TO
ACCOMPLISHING ANY DIGGING AT CAMP LEJEUNE, TO ENSURE THAT ALL BURIED CABLE LINES ARE IDENTIFIED. CONTACT
MR. NICK BROWN AT 910-376-1785 FOR ASSISTANCE.
1 1 2
10. IT IS MANDATORY THAT THE CONTRACTOR CONTACT THE NORTH CAROLINA ONE -CALL CENTER TO COORDINATE THE
LOCATION OF UNDERGROUND NATURAL GAS INFRASTRUCTURE. NORTH CAROLINA 811, INC. CAN BE REACHED AT 811 ON A
TOUCH-TONE PHONE IN THE STATE OF NORTH CAROLINA OR TOLL -FREE AT 1.800.632,4949 IF CALLING FROM OUT OF STATE.
WORK REQUESTS MAY ALSO BE SUBMITTED ONLINE AT WWW.NC811.ORG.
SURVEY NOTES:
1. THE SURVEY WAS PERFORMED BY CAPE FEAR ENGINEERING FROM 11/10/2020 THROUGH 3/1/2021. SURVEY CONTROL
POINTS MUST BE RESET BY THE CONTRACTOR IF DISTURBED DURING CONSTRUCTION.
2. SURVEY CONTROL IS BASED ON MICAS NEW RIVER CONTROL MONUMENTS NR-6 AND PW-102.
3. THE COORDINATE SYSTEM FOR THE PROJECT IS NORTH CAROLINA STATE PLANE. HORIZONTAL DATUM FOR THE PROJECT
IS NAD 83 (2007) AND VERTICAL DATUM IS NAVD 88.
4. CONTRACTOR MUST RETAIN A LICENSED SURVEYOR, IN THE STATE OF NORTH CAROLINA, TO SURVEY PROJECT
IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS MUST BE
ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR MUST SUPPLY CERTIFIED,
CONTROL POINT DATA TO CO AFTER COMPLETION OF CONSTRUCTION.
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS MUST BE DISPOSED OF OFF BASE.
2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE,
ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES
OF MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE WASTE
DISPOSAL SITE.
3. CONTRACTOR MUST COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH FINAL PAVEMENT LAYOUT AND
JOINTING PLAN.
4. PAVEMENT DESIGNATED FOR SAWCUT MUST BE SAWCUT FULL DEPTH.
5. EXISTING PAVEMENT EDGES MUST BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF
FINAL PAVEMENT.
6. PAVEMENT REMOVAL LIMITS MUST BE TO THE NEAREST EXISTING PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE
TO PREVENT PARTIAL PANEL REMOVAL. WHERE JOINT IS A CONTROL JOINT OR JOINT IS IN POOR CONDITION, SAWCUT 2
FEET BEYOND JOINT LINE. PAVEMENT REMOVAL MUST INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL
PRESENT.
7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN MUST BE REPAIRED OR REMOVED AND REPLACED AT NO
ADDITIONAL COST TO OWNER.
8. THE WEIGHT (IN TONS) OF ALL MATERIALS TAKEN OFF BASE FOR RECYCLING MUST BE REPORTED TO CO.
9. BUILDING DEMOLITION: DEMOLISH AND REMOVE ALL SUBSTRUCTURE AND SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED
TO, SLABS ON GRADE, SPREAD FOOTINGS, WALL FOOTINGS, GRADE BEAMS, PILE CAPS, AND MAT FOUNDATIONS,
CONCRETE WALLS, SLABS, DECKS, COLUMNS, AND BEAMS, LOAD -BEARING CONCRETE MASONRY UNIT WALLS, LINTELS,
AND BOND BEAMS, AND STEEL COLUMNS, BEAMS, LINTELS AND METAL DECK. CUT OFF AND REMOVE ALL FOUNDATION
PILES A MINIMUM OF THREE FEET BELOW GRADE. DOCUMENT ALL EXISTING PILE LOCATIONS AND PROVIDE RECORD
DRAWINGS TO THE OWNER.
10. PRIOR TO DEMOLITION OR REMOVAL OF ANY ABOVE OR BELOW -GROUND STORAGE TANK, CONTRACTOR MUST CONTACT
THOMAS RICHARD AT P: [phone] C: [phone] F: [phone].
11. THE CONTRACTOR MUST COORDINATE ALL FENCE REMOVAL WITH BASE SECURITY PRIOR TO AND DURING THE
DEMOLITION PROCESS TO ENSURE THE ACCESS CONTROL LOW VOLTAGE SYSTEM REMAINS UNDISTURBED AND PROVIDES
UNINTERRUPTED SERVICE TO THE GATES REMAINING IN USE ALONG THE FLIGHT LINE FENCE. CONTACT THE OFFICE AT
[phone] OR EMAIL [e-mail] TO COORDINATE HAVING A PHYSICAL SECURITY TECHNICIAN BE
PRESENT DURING THE WORK.
UTILITY DEMOLITION NOTES:
1. CONTRACTOR MUST COORDINATE WITH THE CO PRIOR TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED
UTILITIES MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO
THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS MUST BE COORDINATED WITH THE CO.
2. DEMOLISH AND REMOVE THE EXISTING WATER, SANITARY SEWER, ELECTRICAL, STEAM, NATURAL GAS, AND
COMMUNICATION UTILITIES SERVICES, DIRECTLY SUPPORTING THE FACILITIES TO BE DEMOLISHED. ALL COMMUNICATION
CABLES TO BE REMOVED MUST BE REMOVED BACK TO THEIR SOURCE OR NEAREST SPLICE ENCLOSURE. COORDINATE
UTILITY DEMOLITION AND REMOVAL IN ACCORDANCE WITH SECTION 0114 00 WORK RESTRICTIONS. CONTRACTOR MUST
COORDINATE WITH MICAS NEW RIVER TO DETERMINE EXTENTS OF UTILITY DEMOLITION.
3. DEMOLISH ALL EXISTING MECHANICAL AND PLUMBING SYSTEMS AND REMOVE FROM SITE. EXISTING SYSTEMS INCLUDE
AIR-COOLED CHILLERS, AIR HANDLING UNITS, HEATERS, BOILERS, PUMPS, DUCTWORK/PIPING, FIXTURES, TANKS, AND
ASSOCIATED ACCESSORIES. COORDINATE WORK WITH PUBLIC WORKS DEPARTMENT (PWD) AND ALLOW FOR PWD TO
SALVAGE AND RECOVER PARTS PRIOR TO STARTING DEMOLITION. COORDINATE THE RECOVERY AND DISPOSAL OF ALL
REFRIGERANT INCLUDING R-22 WITH THE FACILITIES DEPARTMENT. IF RECOVERY OF REFRIGERANTS IS NOT REQUIRED BY
THE FACILITIES, RECOVER AND DISPOSE REFRIGERANTS PER EPA REQUIREMENTS. ADDITIONALLY ALL EXISTING DDC
CONTROLLERS AND PARTS MUST BE A SALVAGED BY CAMP LEJEUNE.
4. DEMOLISH ALL ELECTRICAL SYSTEMS ASSOCIATED WITH BUILDINGS AND FACILITIES TO BE DEMOLISHED. DEMOLITION
MUST EXTEND TO THE NEAREST DEVICE TO REMAIN IN SERVICE IN THE ELECTRICAL DISTRIBUTION SYSTEM. DEMOLISH ALL
COMMUNICATION CABLING ASSOCIATED WITH BUILDING AND FACILITIES TO BE DEMOLISHED. ALL COMMUNICATION CABLES
TO BE DEMOLISHED MUST BE REMOVED BACK TO THEIR SOURCE OR NEAREST SPLICE ENCLOSURE. COORDINATE THE
DEMOLITION OF THE COMMUNICATIONS CABLING A MINIMUM OF 30 DAYS PRIOR WITH BASE TELEPHONE VIA THE CO
5. UTILITY CAPPING METHODS MUST BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE
MATERIAL IN SERVICE. ALL CAPPING MUST BE INSPECTED AND APPROVED BY THE CO.
6. ALL STRUCTURES, VALVES, ETC. TO REMAIN MUST BE PROTECTED AND ADJUSTED TO FINISH GRADE.
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7. EXISTING UTILITIES TO BE REMOVED MUST BE DISCONNECTED AND REMOVED TO THE POINT OF CONNECTION TO THE
PRIMARY SYSTEM, OR TO THE PROJECT LIMITS OF CONSTRUCTION. IF THE UTILITY TO BE REMOVED CONTINUES BEYOND
THE PROJECT LIMITS OF CONSTRUCTION, CONTRACTOR MUST COORDINATE REMOVAL/ABANDONMENT WITH THE CO.
8. UTILITIES TO BE DEMOLISHED/REMOVED MUST NOT BE PERMITTED TO BE ABANDONED IN PLACE. IF A UTILITY TO BE
REMOVED EXTENDS BEYOND THE SITE LIMITS AND ACROSS A ROADWAY, FILL UTILITY WITH FLOWABLE FILL.
9. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE PORTION OF EXISTING ABANDONED LINES APPROVED TO
REMAIN MUST BE CAPPED OR PLUGGED AT REMOVAL INTERFACE.
10. CONCRETE END SECTIONS MUST BE NCDOT CLASS B, AIR -ENTRAINED CONCRETE HAVING A MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI AT 28 DAYS.
11. IF AN INACTIVE/ABANDONED UTILITY IS TO BE CROSSED, ENTIRE UTILITY SEGMENT MUST BE REMOVED AND BACKFILLED.
12. IF AN OIUWATER SEPARATOR OR IWTP LINE IS DEMOLISHED, THE CONTRACTOR MUST IMPLEMENT AN RCRA WORKPLAN
WITH PRIOR APPROVAL FROM NCDEQ. THIS PROCESS TAKES APPROXIMATELY 30-45 DAYS. CONTRACTOR IS RESPONSIBLE
FOR CLEANOUT AND DISPOSAL OF ANY WATER/OIL/SLUDGE/GRIT MATERIAL PRIOR TO DEMOLITION.
13. IF A FIRE HYDRANT IS TO BE TAKEN OUR OF SERVICE, CONTRACTOR MUST FIRST CONTACT THE INSTALLATION FIRE
DEPARTMENT AT [phone].
GENERAL SITE NOTES:
1. BUILDING COORDINATES ARE INDICATED TO OR MEASURED AT THE CENTER OF BUILDING COLUMNS OR OUTSIDE BUILDING
FACE AS INDICATED. CONTRACTOR MUST COORDINATE BEARINGS OF BUILDING GRID LINES WITH STRUCTURAL DRAWINGS.
2. CONTRACTOR MUST COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND DOORWAY LOCATIONS WITH
ARCHITECTURAL AND STRUCTURAL SHEETS. STOOPS AND SIDEWALKS CENTERED ON DOORS.
3. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS SITE EQUIPMENT DETAILS. SEE CIVIL DETAIL SHEETS
FOR EQUIPMENT PAD DETAILS.
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1. ALL CONCRETE PANELS THAT SUPPORT UTILITY STRUCTURES OR ARE IRREGULAR IN SHAPE MUST BE REINFORCED. SEE
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2. CONTRACTOR MUST PROVIDE THICKENED EDGE EXPANSION JOINT AROUND UTILITY STRUCTURES. SEE SHEET DETAIL Sul =T+
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3. ALL JOINT CHANGES MUST BE APPROVED BY THE ENGINEER OF RECORD AND CO. Michael Baker
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4. MANHOLE COVER AND FRAME MUST BE RAISED TO FINISH GRADE BY PROVIDING PRECAST MANHOLE ADJUSTMENT RINGS 100 AIRSIDE DRIVE
AND LEVELING MORTAR. MOON TOWNSHIP, PA 15108 AE INFO
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GENERAL UTILITY NOTES:
1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS WITH BUILDING CONTRACTOR
AND THE INFORMATION PROVIDED ON MECHANICAL AND ELECTRICAL DRAWINGS.
3. CONTRACTOR MUST CONTACT THE CO AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE
LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.
4. CONTRACTOR MUST COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE CO.
5. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS MUST BE CONSTRUCTED IN ACCORDANCE WITH ALL
REQUIREMENTS OF ASSOCIATED UTILITY COMPANIES AND AGENCIES.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY CONNECTION FEES AND OBTAINING
ALL PERMITS REQUIRED FOR THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES
ASSOCIATED WITH CONNECTION CHARGES AND METERS.
7. SEE DETAIL SHEETS FOR TYPICAL PIPE TRENCH DETAIL.
8. THE MINIMUM DEPTH OF COVER FOR UTILITIES MUST BE AS FOLLOWS UNLESS INDICATED OTHERWISE:
a. WATER: 36 INCHES
b. FIRE PROTECTION: 36 INCHES
C. ELECTRICAL AND COMMUNICATION: 36 INCHES
d. ALL OTHER UTILITIES: 36 INCHES
9. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND INSPECTION METHODS DETAILED IN
THE SPECIFICATIONS, WHICH MAY INCLUDE VIDEO CAMERA INSPECTION.
10. ANY CHANGES TO FINAL UTILITY DESIGN MUST BE APPROVED BY ENGINEER AND THE CO.
11. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 15 CALENDAR DAYS FOR ALL REQUIRED UTILITY SHUT DOWNS
FOR UTILITY CONNECTIONS WITH THE CO.
12. MAKE UTILITY CUTOVERS AND INTERRUPTIONS AFTER NORMAL WORKING HOURS OR ON SATURDAYS, SUNDAYS,
AND GOVERNMENT HOLIDAYS.
13. ENSURE THAT NEW UTILITY LINES ARE COMPLETE, EXCEPT FOR THE CONNECTION, BEFORE INTERRUPTING
EXISTING SERVICE.
14. INTERRUPTION TO WATER, SANITARY SEWER, STORM SEWER, TELEPHONE SERVICE, ELECTRIC SERVICE, AIR
CONDITIONING, HEATING, FIRE ALARM, COMPRESSED AIR, AND ARE CONSIDERED UTILITY CUTOVERS AND MUST BE
CONDUCTED OUTSIDE REGULAR HOURS. THIS TIME LIMIT INCLUDES TIME FOR DEACTIVATION AND REACTIVATION.
15. OPERATION OF STATION UTILITIES: THE CONTRACTOR MUST NOT OPERATE NOR DISTURB THE SETTING OF
CONTROL DEVICES IN THE STATION UTILITIES SYSTEM, INCLUDING WATER, SEWER, ELECTRICAL, AND STEAM
SERVICES. THE GOVERNMENT WILL OPERATE THE CONTROL DEVICES AS REQUIRED FOR NORMAL CONDUCT OF THE
WORK. THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER GIVING REASONABLE ADVANCE NOTICE WHEN
SUCH OPERATION IS REQUIRED.
16. CONNECTION TO EXISTING SANITARY SEWER LINE: PROVIDE POSITIVE VERIFICATION THAT THE EXISTING LINE
CONVEYS SANITARY SEWER; VERIFY LINE IS NOT INCORRECTLY CONNECTED TO A STORM DRAIN, OBTAIN
INSTALLATION'S SANITARY SEWER CONNECTION PERMIT 2 WEEKS PRIOR TO CONNECTION AND IN ACCORDANCE
WITH SECTION 33 30 00 SANITARY SEWERAGE.
17. NOTIFICATION PRIOR TO EXCAVATION: NOTIFY THE CONTRACTING OFFICER AT LEAST 15 DAYS PRIOR TO STARTING
EXCAVATION WORK. SEE SPECIFICATION SECTION 0135 26 GOVERNMENTAL SAFETY REQUIREMENTS PARAGRAPH
"LOCATION OF UNDERGROUND UTILITIES".LOCATION AND PROTECTION OF UNDERGROUND UTILITIES MUST BE THE
RESPONSIBILITY OF THE CONTRACTOR. WHERE EXISTING -TO -REMAIN PIPING, UTILITIES, AND UNDERGROUND
OBSTRUCTIONS OF ANY TYPE ARE INDICTED IN LOCATIONS TO BE TRAVERSED BY NEW PIPING, DUCTS, AND OTHER
EXCAVATIONS THE ELEVATIONS OF THE EXISTING UTILITIES AND OBSTRUCTIONS MUST BE DETERMINED BEFORE
THE NEW WORK IS COMPLETED.
WATER UTILITY NOTES:
1. ALL WATERLINE AND ASSOCIATED DEVICES WORK MUST BE COORDINATED WITH THE UTILITY OWNER.
2. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS OF PRESSURIZED PIPING
IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL
SHEETS FOR TYPICAL THRUST BLOCK DETAIL.
3. WATER LINES MUST BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE EDGE OF PAVEMENT OR FACE OF CURB
UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER
PIPING.
4. FIRE HYDRANTS MUST BE INSTALLED A MINIMUM OF 3.00 FEET AND A MAXIMUM OF 6.00 FEET FROM EDGE OF
PAVEMENT OR FACE OF CURB AND A MINIMUM OF 1.00 FEET FROM EDGE OF SIDEWALK UNLESS INDICATED
OTHERWISE, A RADIUS OF 3.00 FEET AROUND HYDRANT MUST BE KEPT CLEAR FOR FIRE DEPARTMENT ACCESS.
AREA BETWEEN CURB AND HYDRANTS MUST BE KEPT CLEAR OF OBSTRUCTIONS.
5. CONTRACTOR MUST COORDINATE THE INSTALLATION, TESTING, AND INSPECTION OF ALL DOMESTIC WATER AND
FIRE WATER SYSTEMS WITH THE ASSOCIATED UTILITY COMPANIES AND AGENCIES. SEE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS ON WATER UTILITY TESTING AND INSPECTION.
SANITARY UTILITY NOTES:
1. ALL SANITARY SEWER LINE AND ASSOCIATED DEVICES WORK MUST BE COORDINATED WITH THE UTILITY OWNER.
1 1 2
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2. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE USING 6.00 INCH LINES UNLESS INDICATED
OTHERWISE.
3. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE BUILDING CONNECTIONS TO THE
CONNECTING SEWER AND BETWEEN UTILITY STRUCTURES.
4. SEWER LINES MUST BE INSTALLED A MINIMUM OF 10.00 FEET HORIZONTALLY FROM ADJACENT WATER LINES
UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR
SANITARY PIPING.
5. SEWER LINES MUST BE INSTALLED BELOW WATER LINES WITH A MINIMUM VERTICAL SEPARATION OF 18.00 INCHES
UNLESS INDICATED OTHERWISE. WHERE SANITARY SEWER WILL BE INSTALLED ABOVE WATER LINES, IT MUST BE
ENCASED. SEE DETAILS.
6. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 2.00 INCH DROP IN ELEVATION BETWEEN THE INCOMING AND
OUTGOING SEWER MUST BE PROVIDED IN EACH MANHOLE UNLESS INDICATED OTHERWISE. FOR 900-TYPE MANHOLE
ORIENTATIONS, THE MINIMUM DROP ACROSS MANHOLE CHANNELS IS 1.20 INCHES. INVERT FLOW CHANNELS MUST
BE CONSTRUCTED TO PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL TRANSITION SECTIONS.
7. CONTRACTOR MUST BE RESPONSIBLE FOR ANY NECESSARY BYPASSING OR TANKER TRUCKS NEEDED DURING
SANITARY SEWER INSTALLATION TO ENSURE CONTINUOUS SERVICE.
8. ALL EXISTING STRUCTURES TO REMAIN THAT ARE BEING ALTERED OR ADJUSTED MUST BE INSPECTED PRIOR TO
WORK. STRUCTURES MUST BE REPLACED IF THE STRUCTURE IS IN POOR CONDITION.
UTILITY STRUCTURE NOTES:
1. ALL UTILITY STRUCTURES ARE TO BE H-20 RATED UNLESS INDICATED OTHERWISE. ALL AIRSIDE UTILITY
STRUCTURES ARE TO BE AIRCRAFT RATED FOR SINGLE WHEEL LOADING OF 45,000 POUNDS.
a. CONTRACTOR MUST SUBMIT UTILITY STRUCTURAL DRAWINGS, DESIGN CALCULATIONS, AND WATERPROOFING
METHOD, DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA FOR
APPROVAL.
2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION MUST BE FLUSH WITH FINAL GRADE. IF A MANHOLE
IS LOCATED OUTSIDE OF PAVEMENT AREAS, RIM ELEVATION MUST BE 6.00 INCHES ABOVE ADJACENT FINISH GRADE.
3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES MUST BE STAMPED PER THE APPROPRIATE UTILITY TYPE
OR PER THE LOCAL STANDARDS.
4. COVERS AND CASTINGS MUST BE TAMPER -PROOF FOR STRUCTURES LOCATED IN PEDESTRIAN AREAS, EASEMENT
AREAS, AND AREAS WITH SPECIAL SECURITY RESTRICTIONS.
5. ANY LIFT LOOPS FOR UTILITY STRUCTURES MUST BE GROUTED FLUSH AFTER INSTALLATION.
6. PIPE MAY EXTEND 2.00 INCHES MAXIMUM BEYOND INTERIOR MANHOLE WALL.
MANHOLE FRAME ADJUSTMENT NOTES:
1. AREA REQUIRING MANHOLE ADJUSTMENT MUST BE SAWCUT 12.00" MINIMUM AROUND MANHOLE FRAME.
2. MANHOLE COVER AND FRAME MUST BE RAISED TO FINISH GRADE BY PROVIDING PRECAST MANHOLE ADJUSTMENT
RINGS AND LEVELING MORTAR.
3. GRADE ADJUSTMENT AREA MUST BE BACKFILLED WITH EARLY STRENGTH PCC.
BEST MANAGEMENT PRACTICES:
1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS PROJECT. PREVENTION OF POLLUTION
RESULTING FROM CONSTRUCTION ACTIVITIES MUST BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,
WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION. CONTRACTOR MUST ENSURE THAT NO SEDIMENT
RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES. CONTRACTOR MUST
COORDINATE EROSION AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION ENTITIES PERFORMING WORK ON
ADJACENT PROPERTIES.
2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE AMOUNT OF SOIL PARTICLES THAT
ARE CARRIED OFF AN AREA AND DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF WATER.
THE CONTRACTOR MUST BE RESPONSIBLE FOR ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED
TO THE EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE
IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING
CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES MUST BE IN PLACE.
UPON PROJECT COMPLETION ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE
REMOVED.
3. CONSTRUCTION MATERIALS THAT POSE A POTENTIAL CONTAMINATION THREAT TO STORM WATER MUST BE
MANAGED TO MINIMIZE EXPOSURE TO STORM WATER. MATERIALS MUST BE KEPT IN SECURE CONTAINERS AND
PROPERLY LABELED, SOLID AND LIQUID WASTE AND OTHER WASTES MUST BE DISPOSED OF PROPERLY IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL DISPOSAL REQUIREMENTS. DISPOSAL MUST BE
CONSISTENT WITH APPLICABLE STATE AND/OR LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM
REGULATIONS AND MUST PROVIDE FOR THE PROPER DISPOSAL OF CONTAMINATED SOILS TO THE EXTENT THESE
ARE LOCATED WITHIN THE PERMITTED AREA.
4. HANDLING CONSTRUCTION CHEMICALS. MIXING, PUMPING, TRANSFERRING OR OTHER HANDLING OF
CONSTRUCTION CHEMICALS SUCH AS FERTILIZER, LIME, ASPHALT, CONCRETE DRYING COMPOUNDS, AND ALL
OTHER POTENTIALLY HAZARDOUS MATERIALS MUST BE PERFORMED IN AN AREA AWAY FROM ANY WATERCOURSE,
DITCH OR STORM DRAIN.
5. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON SITE DURING THE CONSTRUCTION
PROJECT:
5.1. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.
5.2. ALL MATERIALS STORED ON SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE
CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.
5.3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE MANUFACTURER'S LABEL. SUBSTANCES
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WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
5.4. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER.
5.5. THE MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED.
6. AT NO TIME MUST CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE
BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE
CLEARING AND GRUBBING OPERATIONS BEGIN.
7. UNTIL THE SITE IS PERMANENTLY STABILIZED, ALL EROSION AND SEDIMENT BMPS MUST BE MAINTAINED PROPERLY.
MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION & SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND
ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR,
RE -PLACEMENT, RE -GRADING, RE -SEEDING, RE -MULCHING, AND RE -NETTING MUST BE PERFORMED IMMEDIATELY. IF
THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATION OF THOSE INSTALLED
WILL BE REQUIRED.
8. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED
EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR MUST IMPLEMENT APPROPRIATE BEST MANAGEMENT
PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.
9. THE CONTRACTOR MUST KEEP A SUPPLY OF EROSION CONTROL MATERIAL (SILT FENCE, JUTE MESH, RIP RAP, ETC.)
ON -SITE FOR MAINTENANCE AND EMERGENCY REPAIRS.
10. ALL REGULATORY AGENCY PERMITS REQUIRED FOR THE SITE MUST BE OBTAINED PRIOR TO SITE WORK
COMMENCING.
11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES. CONTRACTOR MUST USE A THIRD
PARTY FOR PRIVATE UTILITY LOCATING AS NECESSARY. SILT FENCE TO BE PLACED OFFSET FROM UTILITY
LOCATIONS.
12. PERMANENTLY STABILIZE BY SEEDING PER PLANS. SPOILS TO BE PLACED AROUND EXISTING STRUCTURES AND
EQUIPMENT.
13. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED
EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
REGULATIONS.
14. ADDITIONAL MEASURES MAY BE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT
ON -SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE
CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
15. EROSION AND SEDIMENT CONTROL FOR UTILITY CONSTRUCTION MUST BE PROVIDED IN ACCORDANCE WITH
APPROVED PLANS. UTILITY CONSTRUCTION MUST ONLY BE FOR AREAS WITHIN THE DELINEATED LIMITS OF WORK.
CALL "81 VAT 48 HOURS PRIOR TO THE START OF WORK. WHEN SAME DAY STABILIZATION IS APPROVED.
15.1. EXCAVATED TRENCH MATERIAL MUST BE PLACED ON THE HIGH SIDE OF THE TRENCH.
15.2. TRENCHES FOR UTILITY INSTALLATION MUST BE BACKFILLED, COMPACTED, AND STABILIZED AT THE END OF
EACH WORKING DAY. NO MORE TRENCH MUST BE OPENED THAN CAN BE COMPLETED THE SAME DAY.
16. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION MUST BE
COMPLETED WITHIN:
16.1. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES,
PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
17 SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER
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DESIGNDIRECTOR STEPHEN!
19. KNOWN MONITORING WELLS ARE SHOWN ON THE PROJECT PLANS. IF AN UNMARKED MONITORING WELL IS FIREPROTECNON DP;
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UTILITY CONTACT INFORMATION:
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SANITARY SEWER:
COMMANDING GENERAL MARINE CORPS BASE CAMP LEJEUNE
UTILITIES BRANCH - PUBLIC WORKS DIVISION
PSC BOX 2004
CAMP LEJEUNE, NC 28542
PHONE: [phone]
WATER:
COMMANDING GENERAL MARINE CORPS BASE CAMP LEJEUNE
UTILITIES BRANCH - PUBLIC WORKS DIVISION
PSC BOX 2004
CAMP LEJEUNE, NC 28542
PHONE: [phone]
ELECTRIC:
COMMANDING GENERAL MARINE CORPS BASE CAMP LEJEUNE
UTILITIES BRANCH - PUBLIC WORKS DIVISION
PSC BOX 2004
CAMP LEJEUNE, NC 28542
PHONE: [phone]
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FUELS:
SCAIF: AS NOTED
EPROJECT NO.: 1639691
KEVIN BROWN
CONSTR. CONTR
N40085-20-C-0060
FUELS SUPERVISOR
FUELS DIVISION
NAVFACDRAWINGNO.
MICAS NEW RIVER, NC 28545
14099836
910-449-6152
SHEET OF
C-002
5 DRAV ORM REVISION 25 ADGOST 2=
DPI CONCURRENCE SET - READY FOR IFC 06 AUG 21
LD
C
0

1
2 1 3
4 1 5
C
SURVEY CONTROL POINTS
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
357231.835
2469630.469
8.73
NR-6
2
356106.960
2470241.830
11.05
PW-102
100
355331.841
2465435.747
19.74
NLS
101
355724.419
2465392.911
18.28
NLS
102
354717.162
2465454.667
23.61
NLS
104
354739.519
2464767.003
23.18
NLS
106
354050.377
2465278.905
20.80
NLS
107
354052.167
2465550.563
22.22
NLS
108
354307.060
2465584.755
22.98
NLS
109
353734.296
2465660.808
22.94
NLS
201
354075.686
2465807.054
22.60
NS
720
352184.140
2463360.600
21.83
RBS
721
352757.380
2463591.860
23.45
RBS
5219
354839.979
2464756.226
22.42
NLS
5893
355029.380
2465208.310
24.31
NS
7258
351747.229
2463270.237
20.15
NS
7259
351047.928
2462969.427
13.83
NS
7269
353838.738
2465528.731
21.37
NLS
7270
353860.475
2465509.319
21.06
NLS
7795
353995.439
2465668.089
21.84
NLS
8263
354028.149
2465758.258
22.22
NLS
8694
352364.031
2463443.482
21.12
NLS
8845
352277.477
2463512.363
21.29
NLS
9285
352105.146
2463738.923
19.06
NLS
11000
355323.838
2465032.389
22.78
NS
11407
354983.841
2465428.635
23.71
NS
12187
354389.121
2465728.077
22.03
NS
12828
354622.837
2465665.708
19.76
NS
12829
354623.680
2465717.791
19.53
NS
12830
354536.063
2465743.689
19.87
NS
17875
352004.034
2463873.490
22.05
NS
17876
351971.443
2464099.421
21.44
NS
20000
355331.841
2465435.747
19.74
NLS
77000
353320.186
2465721.977
23.12
NS
80806
354376.734
2466244.391
19.86
XMARK
90000
354615.390
2465250.940
23.04
X ON CONC
ACCESS AND STAGING
1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE SUBJECT TO
THE APPROVAL OF THE CO. IT MUST BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF -SITE HAUL ROUTES WITH
THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE
SUBJECT TO CHANGE AT THE DIRECTION OF THE CO AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE
BASE.
2. CONTRACTOR MUST COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS
UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS, AIRFIELD/AIRPORT AREAS, AND EXISTING ROADWAYS AT ALL
TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.
3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR MUST NOTIFY THE CO,
POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE.
4. CONTRACTOR MUST MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION
ACTIVITIES ON A DAILY BASIS.
5. CONTRACTOR MUST RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED
OTHERWISE WITH THE CO.
6. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY CONSTRUCTION FENCING FOR THE DURATION OF THE PROJECT.
CONTRACTOR MUST COORDINATE REQUIRED RELOCATION OF FENCE DURING CONSTRUCTION WITH CONTRACTING OFFICER.
7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT.
LOCATION OF CONTRACTOR'S STAGING MUST BE AS ILLUSTRATED ON THIS DRAWING AND IS SUBJECT TO THE APPROVAL OF
THE CO. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING
AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE CO AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF
THE BASE.
8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES MUST BE PARKED IN THE
STAGING AREA. CONTRACTOR EQUIPMENT MUST BE MARKED FOR IDENTIFICATION.
9. CONTRACTOR MUST PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A PROFESSIONALLY PAINTED SIGN, MEETING
CO APPROVAL, TO DIRECT MATERIAL SUPPLIERS, EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE. THE SIGN MUST
READ "CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED."
10. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CO REGARDING CONSTRUCTION DELIVERIES.
DELIVERIES MUST BE SCHEDULED MONDAY-FRIDAY TO MINIMIZE TRAFFIC CONGESTION, DELIVERY OF MATERIALS MUST BE
OUTSIDE OF PEAK TRAFFIC HOURS (6:30 - 8:OOAM AND 3:30 - 5:OOPM) UNLESS OTHERWISE APPROVED BY THE CONTRACTING
OFFICER.
11. CONTRACTOR PERSONNEL AND VEHICLES MUST ONLY BE PRESENT IN LOCATIONS RELEVANT TO CONTRACT PERFORMANCE.
ALL CONTRACTOR PERSONNEL ENTERING THE BASE MUST CONFORM TO ALL GOVERNMENT REGULATIONS AND ARE SUBJECT
TO SUCH CHECKS AS MAY BE DEEMED NECESSARY TO ENSURE THAT VIOLATIONS DO NOT OCCUR. EMPLOYEES WILL NOT BE
PERMITTED ON BASE WHEN SUCH A CHECK REVEALS THAT THEIR PRESENCE WOULD BE DETRIMENTAL TO THE SECURITY OF
THE BASE. SUBJECT TO SECURITY REGULATIONS, THE GOVERNMENT WILL ALLOW ACCESS TO AN AREA FOR SERVICING
EQUIPMENT AND/OR PERFORMING REQUIRED SERVICES. UPON REQUEST, SUBMIT TO THE CONTRACTING OFFICER
QUESTIONNAIRES AND OTHER FORMS AS MAY BE REQUIRED FOR SECURITY PURPOSES.
12. ALL CONTRACTOR VEHICLES AND PERSONNEL MUST BE RESPONSIBLE FOR COORDINATING WITH THE CO IN OBTAINING
PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS. THE CO MUST PROVIDE COORDINATION
WITH THE BASE SECURITY OFFICE.
13. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR MUST BE
RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE CO.
14. CONTRACTOR MUST PROVIDE A LIST OF CONTACT PERSONNEL OF THE CONTRACTOR AND SUBCONTRACTORS INCLUDING
ADDRESSES AND TELEPHONE NUMBERS FOR USE IN THE EVENT OF AN EMERGENCY. AS CHANGES OCCUR AND ADDITIONAL
INFORMATION BECOMES AVAILABLE, CORRECT AND CHANGE THE INFORMATION CONTAINED IN PREVIOUS LISTS.
15. SMOKING IS PROHIBITED WITHIN AND OUTSIDE OF ALL BUILDINGS ON INSTALLATION, EXCEPT IN DESIGNATED SMOKING
AREAS. THIS APPLIES TO EXISTING BUILDINGS, BUILDINGS UNDER CONSTRUCTION AND BUILDINGS UNDER RENOVATION.
DISCARDING TOBACCO MATERIALS OTHER THAN INTO DESIGNATED TOBACCO RECEPTACLES IS CONSIDERED LITTERING AND
IS SUBJECT TO FINES. THE CONTRACTING OFFICER WILL IDENTIFY DESIGNATED SMOKING AREAS.
16. REGULAR WORKING HOURS MUST CONSIST OF AN 81/2 HOUR PERIOD BETWEEN 7 A.M. AND 5:00 P.M., MONDAY THROUGH
FRIDAY, EXCLUDING GOVERNMENT HOLIDAYS. WORK OUTSIDE REGULAR WORKING HOURS REQUIRES CONTRACTING
OFFICER APPROVAL. MAKE APPLICATION 15 CALENDAR DAYS PRIOR TO SUCH WORK TO ALLOW ARRANGEMENTS TO BE MADE
BY THE GOVERNMENT FOR INSPECTING THE WORK IN PROGRESS, GIVING THE SPECIFIC DATES, HOURS, LOCATION, TYPE OF
WORK TO BE PERFORMED, CONTRACT NUMBER AND PROJECT TITLE. BASED ON THE JUSTIFICATION PROVIDED, THE
CONTRACTING OFFICER MAY APPROVE WORK OUTSIDE REGULAR HOURS. DURING PERIODS OF DARKNESS, THE DIFFERENT
PARTS OF THE WORK MUST BE LIGHTED IN A MANNER APPROVED BY THE CONTRACTING OFFICER. MAKE UTILITY CUTOVERS
AFTER NORMAL WORKING HOURS OR ON SATURDAYS, SUNDAYS, AND GOVERNMENT HOLIDAYS UNLESS DIRECTED
OTHERWISE.
COORDINATION AND COMMUNICATION
1. CONTRACTOR MUST APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CO, WHO
MUST BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES
WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT MUST BE DESIGNATED THE RESPONSIBLE
CONTRACTOR'S REPRESENTATIVE WHO MUST BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY
CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE MUST
BE PROVIDED. CONTRACTOR MUST PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CO PRIOR
TO THE START OF CONSTRUCTION ACTIVITIES.
2. CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND
THE CO. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR MUST BE REVIEWED AND APPROVED BY THE CO.
3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN EMERGENCY:
a. EMERGENCY 911
b. OWNER AS DIRECTED AT PRE -CONSTRUCTION MEETING
C. OTHER CONTACTS AS DIRECTED AT PRE -CONSTRUCTION MEETING
TRAFFIC CONTROL
1. PRIOR TO CONSTRUCTION, CONTRACTOR MUST CORDON OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS
AND AIRFIELD AREAS BY USING BARRICADES/TEMPORARY FENCING AS APPROVED BY THE CO AND BASE AIR OPS.
2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER
MARKINGS, WHICH ARE CLEARLY VISIBLE. CONTRACTOR MUST PROVIDE EACH VEHICLE WITH A FLAG ATTACHED TO THE
VEHICLE WHICH SHOULD BE AT LEAST 3 FEET SQUARE HAVING INTERNATIONAL ORANGE AND WHITE CHECKERED PATTERN
SO THAT THE FLAG IS EASILY VISIBLE.
3. CONSTRUCTION EQUIPMENT MUST HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.
4. ONLY RUBBER -TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT -TO -REMAIN.
5. NO PEDESTRIAN TRAFFIC MUST BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.
6. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 21 WORKING DAYS TO BASE AND THE CO FOR ROAD CLOSURE PRIOR TO
THE ROAD REQUIRING CLOSURE.
7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR MUST REQUEST THE CO TO
SCHEDULE AN INSPECTION. NO ROADWAY OR PORTION OF THE AIRFIELD MUST BE RE -OPENED UNTIL THE CO HAS
COMPLETED INSPECTION AND APPROVED THE RE -OPENING OF ACTIVE AREAS.
8. CONTRACTOR MUST ATTEND ANY SPONSOR -MANDATED VEHICLE OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD)
CONTROL TRAINING COURSE.
9. ANY DAMAGE TO ROADS AND PAVEMENTS -TO -REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC MUST BE REPAIRED
TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE CO.
AIRFIELD OPERATIONS COORDINATION
1. CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS INDICATED IN FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY
CIRCULAR (AC)150/5370-2F, OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION (CURRENT EDITION).
2. CONTRACTOR MUST NOT ACCESS THE AIRCRAFT OPERATIONS AREA WITHOUT CLEARANCE FROM BASE AND THE CO, AND
MUST CONDUCT WORK IN SUCH A MANNER TO ENSURE A MINIMUM HINDRANCE TO AVIATION OPERATIONS. CONTRACTOR
MUST PROVIDE A MINIMUM NOTICE OF 5 WORKING DAYS TO BASE FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA.
PEDESTRIAN TRAFFIC AND PRIVATELY OWNED VEHICLES MUST NOT BE ALLOWED IN THE AIRCRAFT OPERATIONS AREA.
3. THE RUNWAY OBJECT FREE ZONE AND TAXIWAY OBJECT FREE AREA LIMITS MUST BE MARKED IN THE FIELD BY THE
CONTRACTOR TO SERVE AS AN AID TO KEEP EQUIPMENT AND PERSONNEL FROM INADVERTENTLY ENTERING THESE AREAS.
4. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT AND HELICOPTER LANDING GEAR,
PROPELLERS AND ROTORS, OR OF BEING INGESTED BY JET ENGINES, MUST NOT BE LEFT WITHIN ACTIVE AIRCRAFT
OPERATION AREAS. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED ONTO AIRFIELD FROM
CONTRACTOR'S EQUIPMENT OR OPERATIONS TO PREVENT FOREIGN OBJECT DAMAGE (FOD). MATERIAL DROPPED WITHIN
THESE AREAS MUST BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED METHODS DURING
WORKING HOURS. CONSTRUCTION FENCE MAY BE REQUIRED TO FULFILL THIS RESPONSIBILITY. STOCKPILED MATERIAL MUST
BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST.
5. ACCOMPLISH ALL CONSTRUCTION WORK ON THE RUNWAYS, TAXIWAYS, AND PARKING APRONS AND IN THE END ZONES OF
THE RUNWAYS AND 75 FEET TO EACH SIDE OF THE RUNWAYS AND TAXIWAYS WITH EXTREME CARE REGARDING THE
OPERATION OF AIRCRAFT. COOPERATE CLOSELY, AND COORDINATE WITH THE OPERATIONS OFFICER AND THE CONTRACTING
OFFICER. PARK EQUIPMENT IN AN AREA DESIGNATED BY THE CONTRACTING OFFICER. UNDER NO CIRCUMSTANCES IS
EQUIPMENT ALLOWED TO BE PARKED OVERNIGHT OR FOR ANY EXTENDED PERIOD OF TIME IN THE PROXIMITY OF THE
RUNWAYS OR TAXIWAYS. LEAVE NO MATERIAL IN AREAS WHERE EXTREME CARE IS TO BE TAKEN REGARDING THE OPERATION
OF AIRCRAFT.
6. SCHEDULE WORK TO CONFORM TO AIRCRAFT OPERATING SCHEDULES. THE GOVERNMENT WILL EXERT EVERY EFFORT TO
SCHEDULE AIRCRAFT OPERATIONS SO AS TO PERMIT THE MAXIMUM AMOUNT OF TIME FOR THE CONTRACTOR'S ACTIVITIES;
HOWEVER, IN THE EVENT OF EMERGENCY, INTENSE OPERATIONAL DEMANDS, ADVERSE WIND CONDITIONS, AND OTHER SUCH
UNFORESEEN DIFFICULTIES, THE CONTRACTOR MUST DISCONTINUE OPERATIONS AT THE SPECIFIED LOCATIONS IN THE
AIRCRAFT OPERATIONAL AREA FOR THE SAFETY OF THE CONTRACTOR AND MILITARY PERSONNEL AND GOVERNMENT
PROPERTY. SUBMIT A SCHEDULE OF THE WORK TO THE CONTRACTING OFFICER FOR TRANSMITTAL TO THE OPERATIONS
OFFICER DESCRIBING THE WORK TO BE ACCOMPLISHED; THE LOCATION OF THE WORK, NOTING DISTANCES FROM THE ENDS
OF RUNWAYS, TAXIWAYS AND BUILDINGS AND OTHER STRUCTURES AS NECESSARY; AND DATES AND HOURS DURING WHICH
THE WORK IS TO BE ACCOMPLISHED. KEEP THE APPROVED SCHEDULE OF WORK CURRENT, AND NOTIFY THE CONTRACTING
OFFICER OF ANY CHANGES PRIOR TO BEGINNING EACH DAY'S WORK.
7. DURING DAYLIGHT, MARK STATIONARY AND MOBILE EQUIPMENT WITH INTERNATIONAL ORANGE AND WHITE CHECKERED
FLAGS, MARK THE MATERIAL, AND WORK WITH YELLOW FLAGS.
8. DURING NIGHTTIME, WHICH BEGINS 2 HOURS BEFORE SUNDOWN AND ENDS 2 HOURS AFTER SUNRISE, MARK STATIONARY
AND MOBILE EQUIPMENT AND MATERIAL, AND WORK WITH RED LANTERNS. WHERE THE OPERATIONS OFFICER DETERMINES
THAT THE RED LANTERNS MAY CONFUSE PILOTS APPROACHING FOR LANDINGS, THE OPERATIONS OFFICER MAY DIRECT THAT
THE RED LANTERNS BE LEFT OFF OR THAT THE COLOR OF THE GLOBES BE CHANGED,
9. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON HAND AND READY FOR PLACING THEREIN. AS SOON AS POSSIBLE
AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND COMPACT THE TRENCHES AS SPECIFIED.3.1.6
CONTRACTOR SAFETY PRECAUTIONS.
10. THE CONTRACTOR IS ADVISED THAT AIRCRAFT OPERATIONS WILL PRODUCE EXTREMELY HIGH NOISE LEVELS AND WILL
INDUCE VIBRATIONS IN PAVEMENTS, STRUCTURES, AND EQUIPMENT IN THE VICINITY, AND MAY RESULT IN HIGH VELOCITY
FLYING DEBRIS IN THE AREA. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY EAR PROTECTIVE AND
OTHER SAFETY DEVICES FOR HIS PERSONNEL, FOR INSURING PROTECTION OF HIS EQUIPMENT, AND FOR SCHEDULING THE
WORK TO ELIMINATE HAZARDS TO HIS PERSONNEL AND EQUIPMENT AND TO PREVENT DAMAGE TO WORK PERFORMED BY
HIM,
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EPROJECT NO.: 1639691
CONSTR. OONTR NO,
N40085-20-C-0060
NAVFAC DRAWING NO.
14099837
SHEET OF
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EXISTING LEGEND
SYMBOL
30
29
Ex Ex Ex --
Eux -- Eux
C
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— — STux — — — STux
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DESCRPITION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING STORM SEWER
EXISTING STORM SEWER CATCH BASIN
EXISTING STORM SEWER MANHOLE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING ELECTRICAL TRANSFORMER
EXISTING ELECTRIC MANHOLE
EXISTING ELECTRICAL JUNCTION BOX
EXISTING LIGHT POLE
EXISTING UTILITY POLE
EXISTING UNDERGROUND TELECOM LINE
EXISTING TELECOM JUNCTION BOX
EXISTING TELECOM MANHOLE
EXISTING TELECOM PEDESTAL
EXISTING MONITORING WELL
EXISTING WATERLINE
EXISTING WATER VALVE
EXISTING HYDRANT
EXISTING WATER SPIGOT
EXISTING SANITARY SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER
EXISTING FENCE
EXISTING EDGE OF PAVEMENT
EXISTING BUILDING LINE
EXISTING JET FUEL LINE
EXISTING STEAM LINE
EXISTING NATURAL GAS LINE
EXISTING SIGN
EXISTING BOLLARDI POST
EXISTING AIRCRAFT TIEDOWN
EXISTING CONCRETE SIDEWALK/ PAVEMENT
BUILDING / STRUCTURE TO BE REMOVED
PAVEMENT REMOVAL AREA
SIDEWALK / CONCRETE REMOVAL AREA
UTILITY TO BE REMOVED
SAW CUT
SITE FEATURE TO BE REMOVED
AIRFIELD EDGE LIGHT TO BE REMOVED
SURVEY CONTROL
SYMBOL
LOD-H
LOD-G
LOD-A
LOD-B
25
2------------
SDFM SDFn
CB
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Eu Eu
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0
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w w w—
FW FW
SSFM SSFM
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DESCRPITION
NEW LIMIT OF DISTURBANCE
HANGAR
NEW LIMIT OF DISTURBANCE
PARKING GARAGE
NEW LIMIT OF DISTURBANCE
INFILL APRON
NEW LIMIT OF DISTURBANCE
INFILTRATION BASIN
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM SEWER
NEW STORM SEWER FORCEMAIN
NEW STORM SEWER CATCH BASIN
NEW STORM SEWER MANHOLE
NEW UNDERGROUND ELECTRICAL LINE
NEW OVERHEAD ELECTRICAL LINE
NEW ELECTRICAL TRANSFORMER
NEW OVERHEAD ELECTRICAL MANHOLE
NEW OVERHEAD ELECTRICAL HANDHOLE
NEW UTILITY POLE
NEW UNDERGROUND TELECOM LINE
NEW TELECOM MANHOLE
NEW TELECOM HANDHOLE
NEW WATERLINE
NEW FIRE WATERLINE
NEW WATER / FIRE WATER VALVE
NEW POST INDICATOR VALVE
NEW HYDRANT
NEW SANITARY SEWER FORCEMAIN
NEW SANITARY SEWER
NEW SANITARY MANHOLE
NEW SANITARY CLEANOUT
NEW SANITARY PUMP STATION
NEW SANITARY OIL / WATER SEPARATOR
NEW DETECTABLE WARNING SURFACE
NEW FUEL LINE
NEW NATURAL GAS LINE
NEW EDGE OF PAVEMENT
NEW BUILDING LINE
NEW SIGN
NEW AIRCRAFT TIEDOWN
AIRFIELD CONCRETE PAVEMENT
AIRCRAFT HANGAR CONCRETE PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
SLABS TO BE REINFORCED
SYMBOL
SF
0
DESCRPITION
SILT FENCE
ROCK CONSTRUCTION
ENTRANCE
INLET FILTER BAG
WEIGHTED WATTLE
NEW POROUS BAFFLE
ABBREVIATIONS
ABBREVIATION DESCRPITION
ABC
AC
ADA
AGGR
ARS
ATFP
B/C
BCE
B/L
BH
BLDG
BM
BOT
BRL
CB
C.C.
C-C
CMU
CONC
CONT
CGI
CO
COM
CL
DEPT
DI
0
DIA
DOT
DS
E
ECP
ELEC
ELIELEV
EU
FDC
FES
FFE
FH
FL
FT
FW
GI
HDPE
HQ
HW
MAX
MCAS
MH
MIN
MUTCD
MW
N
NC
NFPA
NO
NPW
NTS
OC
OD
OSHA
PC
PCC
PE
PI
PT
PVC
R
RCP
REQ'D
RFDC
SCH
SS
SDI
SDMH
ST, SD
SWPPP
T/C
T/G
T/S
TELE
TYP
VOL
WM
WV
WWF
AT
AGGREGATE BASE COURSE
ACRE
AMERICANS WITH DISABILITIES ACT
AGGREGATE
AIR RESERVE STATION
ANTI-TERRORISM/FORCE PROTECTION
BACK OF CURB
BASE CIVIL ENGINEERING
BUILDING LINE
BOREHOLE
BUILDING
BENCHMARK
BOTTOM
BUILDING RESTRICTION LINE
CATCH BASIN
CENTER -TO -CENTER
CENTER -TO -CENTER
CONCRETE MASONRY UNIT
CONCRETE
CONTINUOUS
CURB/GUTTER INLET
CLEAN OUT
CONTRACTING OFFICER
COMMUNICATION
CENTERLINE
DEPARTMENT
DUCTILE IRON
DROP INLET
DIAMETER
DIAMETER
DEPARTMENT OF TRANSPORTATION
DOWNSPOUT
EASTING
ENTRY CONTROL POINT
ELECTRICAL
ELEVATION
ELECTRIC UTILITY
FIRE DEPARTMENT CONNECTION
FLARED END SECTION
FINISH FLOOR ELEVATION
FIRE HYDRANT
FLOW LINE
FOOT
FIREWATER
GRATEDINLET
HIGH DENSITY POLYETHYLENE
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__.-_ �1 - •, i 100MRSIDEDRIVE
TP 21.51 - �� _-� i1-; -- TP 21.5 26 PUMP STATION FACILITY (A1ICG509) MOON TOWNSHIP, PA 15108 NEINFO
co
ti �$
w � o
° TP 21.37 APPROVED
BSI w 27 FLOW METER VAULT (A1/CG512)
8TP 21.31
a '^( TP - Ig �, 28 ADJUST BASED ON FINAL GRADE Q FOR COMMANDERNAVFAC
pp A _ ACrnrn
o i o a o T 1.15 1° 21. 21.21 T 1.2? GENERAL NOTES
__-- 1 ?> Bn o ' n o SATISFACTORY TO DATE
g ,: 5 op 1 TP 20.55 . SEE SHEET C-001 FOR CIVIL GENERAL NOTES.
w ? DES AVW ORN WDN cNN VUDN
2. SEE SHEET C-005 FOR CIVIL LEGEND AND Pam+ GROSS / RIDE
ABBREVIATIONS. BRANCH HEAD DE
/ a 242 a 3. SEE SHEET CG201 FOR STORM SEWER PROFILES. DESIGN DIRECTOR STEPHEN
-- - S_ - FIRE PROTECTION DP
TP 5 zp TP 2 . 20.59 4. ALL STORM SEWER PIPE MUST BE RCP UNLESS o > ¢ B
3 CPS RIM:'Sp z z
B I 8} ° - _ _OTHERWISE NOTED. g
MH- D� ap \y �\� 3 °I° ° TP 20.64 5. ALL AIRFIELD STRUCTURES MUST BE AIRCRAFT ) Q
TRIM 20.2
36^RCP STORM - - - - - - - - - - - - - - - S I . 0.9 p ` °I 5 3 5 TP TP20.75 RATED. w z z = Q
® D s a cu cu 20.50, cu -- cu a c 6. NON AIRFIELD STRUCTURES MUST BE H 20 RATED N
D1-10� I I 9 IN I RIf�20.24 x x N x x r, x ° u x 0 1- O z
20.75 , 20 91 UNLESS OTHERWISE NOTED. ¢ z
21.00 TP 21.25 ztoo �, TP z,. TP z 7. MONITORING WELLS TO REMAIN MUST BE a z Q
21.25 -�� _ $�° ADJUSTED TO FINAL GRADE. COORDINATE WITH z < = Z
x x x x x -�__ x_ J x- x -- X -x X X -max- ?1 © - ___ BASE ENVIRONMENTAL. MONITORING WELLS z M U a
xpl---- zM xM- - xM M xM xM Wx Wx 'Nx y -� _ v " "�'' c TP 21. TP 21. TAP 21.14 TP 21.2 TP 21.08 w O
--'� Wx Wx._ .�- wx- - Wx_._ 1 Wx Wx x ^�- Wx
z�zs WITHIN AIRFIELD MUST HAVE AIRCRAFT -RATED W U wxz2z=75' wx c cU __ z` LID. WELLS WITHIN ROADS MUST HAVE H-20 LOAD cn Z w
Wx cu - ., co - cu cu cu cif - _- j cu - - cu RATED LID. a W Q Q
! x ?s N Z z
WHITEST is I-- ►i TP21.82 a LJ J af
2 ry / 1.78 �7Sp <2� _27 a N Q
3 x CFi
Z z ❑
wx wx -- Q
f - 121.57
21.55 21.32 21.28 ` ` `�_� wx ui
wx Z Y _Z
21. 21.78 21.26 wx \ Z o M ❑
` \LLJ
7 - t -- -- - - r 21.56 21.76 ` Kx `\ PLAN cn v
�` NORTH ul
sz- / 2 wx 0 10' 20' 40' J o U
0 1 i 56 -� x\ z C� o
D LL
RIM 24.02 24.41 _ �1° / 21.82 x z
23_a �. Z 21.85 do 2,.ao \xSCALE: 1" = 20' W. " a w co
\ "u --- Cu --- -- 24 2.44 21.38 21.35 / / X __x KEYPLAN °
= -4.4 1 \ / �- x z< Q w
ii6 1,yrImo-pool
Lwu
Y o
2 .24 -5. 6% 1
24.50 \ 24.50 23.8 21 5 21.29 -1.04
/ \ 21. \�
PARKING GARAGE \` N 21 9 21.40 A21.46 -�
1.40 21.55
\ ( 5.3 %
101 102
103
105
106
scqE: AS NOTED
EPRWECTNO.: 1639691
CONSTR. CONTR NO.
N40085-20-C-0060
NAVFAC DRAVANG NO.
14099962
SHEET OF
nn4 nA

1 1 2
CG102
3
N
5
"NOT ALL KEYED NOTES MAY APPEAR ON SHEET"
81
11
r
N �
j
i
i
uj \
Lu
2
C Lu o /
Z r-
J U
U
S
I_l
1 1 2
P378F CH53K HANGAR
FFE: 21.77 AT ADMIN BUILDING
3
-zz-
a
I 1 i �ti
WI
Iz LIJ
U)
Lu
— Z
E
Q PROJECT LIMITS OF DISTURBANCE
LIMITS OF GRADING
03 CONCRETE INLET (C1/CG502)
® STORM SEWER CLEANOUT (A1/CU501)
�5 RCP STORM SEWER (B3/CU501)
© STORM SEWER MANHOLE (C1/CG501)
Q7 EXISTING STORM MANHOLE
® EXISTING STORM SEWER
09 EXISTING STORM INLET
10 CONCRETE BOX CULVERT (B1/CG503)
11 CONNECT TO EXISTING STORM SEWER
12 90° PIPE ELBOW
13 22.5° PIPE ELBOW
14 45° PIPE ELBOW
15 11.25° PIPE ELBOW
16 STORM FORCEMAIN - BUTT -FUSION JOINTS
ONLY. UNRESTRAINED JOINTS MUST NOT BE
PERMITTED
17 AIRFIELD CATCH BASIN (A3/CG502)
18 FORCEMAIN ENERGY DISSIPATER (A1/CG511)
19 FOREBAY (B3/CG518)
20 RIP -RAP ARMOR (A3/CG518)
21 BASIN SEPARATION BERM
22 EMERGENCY SPILLWAY
23 OVERFLOW CHANNEL
24 RIP RAP OUTLET PROTECTION (A3/CG519)
25 CURB OPENING (A1/CG518)
26 PUMP STATION FACILITY (A1/CG509)
27 FLOW METER VAULT (A1/CG512)
28 ADJUST BASED ON FINAL GRADE A
1,01A Aq
�OP�FESSlp
;a
SEAL
051174
s�
,Tv
CONTRACTORINFO
I N T E R N A T 1 0 N A
100 AIRSIDE DRIVE
MOON TOWNSHIP. PA 15108 bE INFO
APPROVED
E
C
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES.
SATISFACTORY TO DATE
DES AW1/
I DRY WDNI
CHK
WDN
2. SEE SHEET C-005 FOR CIVIL LEGEND AND
GROSS
/ RIDE
BRANCHHEAD
DE
ABBREVIATIONS.
3. SEE SHEET CG201 FOR STORM SEWER PROFILES.
DESIGN DIRECTOR STEPHEN
FIRE PROTECTION
DP
4. ALL STORM SEWER PIPE MUST BE RCP UNLESS
p
❑ >
¢
OTHERWISE NOTED.
a r
z
D
5. ALL AIRFIELD STRUCTURES MUST BE AIRCRAFT
o U
ow
RATED.
z zz
=
6. NON -AIRFIELD STRUCTURES MUST BE H-20 RATED
WW) :5
Q
UNLESS OTHERWISE NOTED.
¢
z Z
7. MONITORING WELLS TO REMAIN MUST BE
W z
Q
ADJUSTED TO FINAL GRADE. COORDINATE WITH
i
2
BASE ENVIRONMENTAL. MONITORING WELLS
z
W
z
WITHIN AIRFIELD MUST HAVE AIRCRAFT -RATED
O
W v
U
a
LID. WELLS WITHIN ROADS MUST HAVE H-20 LOAD
15 <n
Z
w
RATED LID.
LL w
Z
z
a�n
LU
�—
Z c�i�
H
(D
z
Z_
z�
Q
Lu
=¢
Lu
0
Y
z
PLAN
Lu°
IM
NORTH
cn
Lu
0 10' 20' 40'
co
U
o
ILLSCALE:
1" = 20'
uj¢z
�
w
Lu00
Z
o a "
�
A
KEYPLAN
z¢�cr)
WALE: AS NOTED
EPMECTNO.: 1639691
CONSTR. COMA. NO.
N40085-20-C-0060
NAVFAC DAAVAND NO.
14099963
SHEET OF
"NOT ALL SHEETS MAY APPEAR IN PACKAGE" CG 105
5 DMK "'EN"ION 25A0008T.
DP1 CONCURRENCE SET - READY FOR IFC 06 AUG 21
101
102
103
104
' - a
106
9

C
C
I
1

1 1 Z
I
3
I
4
5
C
.j
V
n
7
�sr
**NOT ALL KEYED NOTES MAY APPEAR ON SHEET**
1O PROJECT LIMITS OF DISTURBANCE
LIMITS OF GRADING
\s2
Q3 CONCRETE INLET (C1/CG502)
+
® STORM SEWER CLEANOUT (A1/CU501)
RCP STORM SEWER (B3/CU501)
© STORM SEWER MANHOLE (C1/CG501)
70 EXISTING STORM MANHOLE
® EXISTING STORM SEWER
Q9 EXISTING STORM INLET
10 CONCRETE BOX CULVERT (B1/CG503)
11 CONNECT TO EXISTING STORM SEWER
12 90° PIPE ELBOW
13 22.5° PIPE ELBOW
14 45° PIPE ELBOW
15 11.25° PIPE ELBOW
16 STORM FORCEMAIN - BUTT -FUSION JOINTS
ONLY. UNRESTRAINED JOINTS MUST NOT BE
PERMITTED
17 AIRFIELD CATCH BASIN (A3/CG502)
18 FORCEMAIN ENERGY DISSIPATER (A1/CG511)
19 FOREBAY (B3/CG518)
20 RIP -RAP ARMOR (A3/CG518)
21 BASIN SEPARATION BERM
22 EMERGENCY SPILLWAY
23 OVERFLOW CHANNEL
24 RIP RAP OUTLET PROTECTION (A3/CG519)
25 CURB OPENING (A1/CG518)
26 PUMP STATION FACILITY (A1/CG509)
27 FLOW METER VAULT (A1/CG512)
28 ADJUST BASED ON FINAL GRADE A
SEAL
051174 E
sEAL
lay T
CONTRACTORINFO
NTERN ATIONA
100 AJRSIDE DRIVE
MOON TOWNSHIP, PA 15108 A:E INFO
APPROVED
' FOR MANDER NAVFAC i
ACINffY
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES.
SATISFACTORY TO DATE
DES AWV
jDRw
WDN
CHK
WDN
2. SEE SHEET C-005 FOR CIVIL LEGEND AND
PMfDM
GROSS
/ RIDEF
BRANCH HEAD
DEF
ABBREVIATIONS.
3. SEE SHEET CG201 FOR STORM SEWER PROFILES.
DESIGN DIRECTOR
STEPHEN!
FIRE PROTECTM
DP7
4. ALL STORM SEWER PIPE MUST BE RCP UNLESS
a a
OTHERWISE NOTED.
a Y
J
5. ALL AIRFIELD STRUCTURES MUST BE AIRCRAFT
o U owRATED.
$
_
6. NON -AIRFIELD STRUCTURES MUST BE H-20 RATED
z
N :5Q
UNLESS OTHERWISE NOTED.
¢
Z
Z
7. MONITORING WELLS TO REMAIN MUST BE
W z
Q
ADJUSTED TO FINAL GRADE. COORDINATE WITH
i M
2
BASE ENVIRONMENTAL. MONITORING WELLS
Z m
W
z
WITHIN AIRFIELD MUST HAVE AIRCRAFT -RATED
W
U
a
LID. WELLS WITHIN ROADS MUST HAVE H-20 LOAD
15 w
Z
w
RATED LID.
Lc w
Z
Z
a cn
Lu
tr —
co
F
09
z
Z
z0
¢
= Q
Lu
w
z
Y
z
�Z
PLAN
w °
LM
NORTH
w
0
0 10' 20' 40=jo
U
F
I¢z
LL
SCALE: I" = 20'
LL J Zco
° > N
M
KEYPLAN
< a
�
IZ
101
102
103
104,.
, 105_,
106
W z U z
z Q
a U
o a �
AS NOTED
EPROJECTNO.: 1639691
CONM. COMA. NO.
N40085-20-C-0060
NAVFAC DRAMNG NO.
14099965
SHEET OF
0
1 ' 2
3 ' 4
7077—,
I;wd
** NOT ALL SHEETS MAY APPEAR IN PACKAGE ** CG 107
DMNFORM REVISION: MAMMT 5 ]01p
DPI CONCURRENCE SET - READY FOR IFC 06 AUG 21

A
C
0
1
r ��x
wx —+ wx — wx
x
u
2
3
4
5
KEYED NOTES
a
_
/ Li I NOT ALL KEYED NOTES MAY APPEAR ON SHEET' as
�—�J x x x x x x x � { —
� -� x v1x x x x x x x x x x x-
�o x Wx wx wx wx wx wx wx wx wx wx wx wx wx x wx xm m m xm xm m m \ xr�. x 1Q PROJECT LIMITS OF DISTURBANCE w
CIO
LIMITS OF GRADING o
WHITEST
CONCRETE INLET (C1/CG502)
/ r \ 22.06 / 1 22.17 ®STORM SEWER CLEANOUT (A1/CU501)
6e
0 eeii9 i 0 aoT -00T D-0o1 0 aoT T 0-ao -ao-I D aoT
RCP STORM SEWER (B3/CU501)
oz 22.15 2223 8 x x ©STORM SEWER MANHOLE (C1/CG501)
8 _ r 8 — -- —� o — —+ ��% _ _ _ /_ �y x— X 2 7O EXISTING STORM MANHOLE m o
S a
8 _ — — — / ® EXISTING STORM SEWER w
Vz 23 w
\ / 23.50 ttt Q9 EXISTING STORM INLET
— 24.41 24.41 I
2 I 24 10 CONCRETE BOX CULVERT (B1/CG503)
i ass% 11 CONNECT TO EXISTING STORM SEWER
\ f —Ez _ _ \ CZ 23.47 24.50 24.50 % 12 90° PIPE ELBOW
` 13 22.5° PIPE ELBOW
21.fis ol
ol
24.43 \ 14 45° PIPE ELBOW
11.25° PIPE ELBOW
4 � 16 STORM FORCEMAIN - BUTT -FUSION JOINTS NA/FAC
\ ONLY. UNRESTRAINED JOINTS MUST NOT BE
,xxuna,
PERMITTED
/ \ I 24.25 N� 9
17 AIRFIELD CATCH BASIN (A3/CG502) :•a �••.
/w SEAL
FORCEMAIN ENERGY DISSIPATER (A1/CG511) , 051174
\ , j 19 FOREBAY (B3/CG518)
20 ��w
-tGD G N LE) —j `!.� c K I W ,','',xxM' qk 2�Z1
J � RIP -RAP ARMOR (A3/CG518)
\ 21 BASIN SEPARATION BERM
% 1 %
N L OD-� LOD-GLO �
I w PARKING GARAGE EMERGENCY SPILLWAYWE
� —� � 22
\
\ I .1 s 23 OVERFLOW CHANNEL ul
CONTRACTOR INFO
\ \\
FFE 24.50 X 24 RIP RAP OUTLET PROTECTION (A3/CG519)
iol
olw 25 CURB OPENING (A1/CG518) I N T E R N A T 1 0 N A L
\x f 26 PUMP STATION FACILITY (A1/CG509) 00A RSIDE DRIVE
x I ( J r MOON TOWNSHIP, PA 15108 ME INFO
r( til - 06 ° IV 27 FLOW METER VAULT (A1/CG512) APPROVED
1 w
/ x 28 ADJUST BASED ON FINAL GRADE Q FOR COMMANDER NAVFAC
\, ACTIVIW
I i ENERALNOTES
1 \ 1. SEE SHEET C 001 FOR CIVIL GENERAL NOTES. SATISFACTORY TO DATE
DES AWV DRW WDOSS / R DE
i 2. SEE SHEET C-005 FOR CIVIL LEGEND AND
\+ \ 1 ABBREVIATIONS. BRANCH HEAD DE
ol DESIGN DIRECTOR STEPHEN
x 'ol 3. SEE SHEET CG201 FOR STORM SEWER PROFILES. RREPROTEcnoN DP
ol 4. ALL STORM SEWER PIPE MUST BE RCP UNLESS o a
1 0,j OTHERWISE NOTED.
/ \ _ 5. ALL AIRFIELD STRUCTURES MUST BE AIRCRAFT 0 v o a
z \ RATED. W z Zol =
\ 24.50 6. NON -AIRFIELD STRUCTURES MUST BE H-20 RATED - g Q
x �x\ 0, UNLESS OTHERWISE NOTED. � a z Z
— 7. MONITORING WELLS TO REMAIN MUST BE W z Q
x o ssx ss s ADJUSTED TO FINAL GRADE. COORDINATE WITH Z = z
�Za�r 9 BASE ENVIRONMENTAL. MONITORING WELLS z W
ssx ssx ssx WITHIN LID. WELLIS WITHIN ROADS MUST RFIELD MUST HAVE IHAVE 0 LOAD ! Z w
/ / RATED LID. LL w Z
I�
ac ��
/ �� w Lu
<Z
cr-
az
z o M 0
f x / PLAN Lu L -
\ 0roo NORTH Lu 0 10' 20' 40' F- o U
2 1 $ U
\ 22.43 9 c SCALE: 1" = 20' � Z
22.44 A
\ \ 1 coots \ / 11 KEYPLAN Q o c+)
x IZ
! \ / e d
5 O
o
N
x \ o x
` o I 0 �. ssx ,� SSx I ssx SSx ssx ssx ssx ssx ssx 'I-
/ I 4 \ —� ssx �_ ssx /
ssx ssx , - 53"/0 -1.5 ^ \ 8 \- x
�L- SSx I 3/, 1 � � SSx --� ssx I ssx ssx ssx ssx ssx ssx ssx � SSx
--rssx ssx__ ---- , ; _SSx --ssx -'SSx y�} MATCH LINE 1 SEE THIS SHEET
ssx - o MATCH LINE _
0
. z1.sa
<
f
i
i
K
/
1
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1
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it
L
KALE AS NOTED
MaJECT NO.: 1639691
CONSTR CONTR. NO.
N40085-20-C-0060
NAVFAC DRAWING NO.
14099966
$HIM OF
lf�% f�%4 4 n

MATCH LINE 1 SEE THIS SHEET KEYED NOTES
TP 21.25 21.00 _ TP 21.1 , ** **
NOT ALL KEYED NOTES MAY APPEAR ON SHEET a
- r - - - 21 25-� - �\� 10 PROJECT LIMITS OF DISTURBANCE
x x x M x x -�-A x x x -x -- z -x- x x
_ _ x TP 21.3 TP 21.3 ,TIP 21.14 TP 21.2 9�� T
idol - xM--- xM xM- xM xM xM xM Wx i_ Wx Wx �� wx -Wx_ Wx-�- Wx--__ Wx Wx x,�----'cwxx 21.$$ 0 W
- - - i 5 wx -21.75 wx 2jZS zz- Q2 LIMITS OF GRADING o
_ I 22.05 cu
wHirEsr 8 �215 r __ wx x 7p 21 82 c c cJ c -� c ��?s - 0 CONCRETE INLET (C1/CG502)
1.7a 2No zj -z \ 4 STORM SEWER CLEANOUT A11CU501
J , 0 ( )
_ 000i/ w* RCP STORM SEWER (B3/CU501)
o Oo1 0o i 21.57 ` w. _
e Oo1 _
t of 1.55 21.32 z1.28 ` wx � wx © STORM SEWER MANHOLE (C1/CG501) y D
�. 2 . �� �21.78 \ wx w z
- / - 2156 2t2s �� 70 EXISTING STORM MANHOLE o
- zz - - - -- -- :.� 21.76 wX \ S a
EXISTING STORM SEWER 3 -
w �
4 D RFM 24.02 24.41 I ^`6 �� 1 O
�- €Z- ✓ 0.1 \L o x� o z Tn
I % 9 EXISTING STORM INLET s w
2 23_.. °I0 / 21.85 1 ti 21.80 1.92
Cu -- Cil �- �° - Cu _�'� 24 A 2 .aa 21.38 '��. 21.35 - �x _ 10 CONCRETE BOX CULVERT (B1/CG503)
s -04° x
/ i
- -- - - - 24 \ _� \ / `"000 x 11 CONNECT TO EXISTING STORM SEWER
24.50 J 24.50 23.8 12 .24 -5.36% I Z °voj �x °
I \ 21 5 21.29 -1.04/ o \ 12 90 PIPE ELBOW
21. \�� 13 22.5° PIPE ELBOW
2 as
45° PIPE ELBOW
21 9 21.40 F 21.46 Lu
-
© IW 15 11.25° PIPE ELBOW
21.
-5.3 /o L �t
NAVFAC
\ 3 I / o l / Co 16 STORM FORCEMAIN - BUTT -FUSION JOINTS
a �f c/) ONLY. UNRESTRAINED JOINTS MUST NOT BE
° �. H
ILL to PAN CAI? .,
/ - - EZ - 2.25 � co �+ r FESSip•.•�y
_1 \ z --- - - _ W 17 AIRFIELD CATCH BASIN (A3/CG502)
/ r3�� _ y\� SEAL
�• o j� 18 FORCEMAIN ENERGY DISSIPATER (AllCG511) o51174
22.25 LU 19 FOREBAY (B3/CG518) %'�� �gtP!E• r C ( I 22.28
�� y�+ J •.,, zDZ�
2 RIP -RAP ARMOR (A3/CG518)2.61
1 2327 BASIN SEPARATION BERM
22 EMERGENCY SPILLWAY
PARKING GARAGE \ 24.00 �� 2z91 ,1 0
l / x 23 OVERFLOW CHANNEL CONTRACTORINFO
I FFE 24.50 X \ %yi / /�� �} 24 RIP RAP OUTLET PROTECTION (A3/CG519)
Lu
Z ,\ 50 �\ N /// 0 1 / 25 CURB OPENING (A1/CG518) INTERNA T I O N A L
/ 24.00 �ti� �} 26 PUMP STATION FACILITY (A1/CG509) MOON TOWNSHIP, PA 15108 AEMFO
T
e--/ N 100 AIRSIDE DRIVE
3.54 / APPROVED
f ,l 3 27 FLOW METER VAULT (A1/CG512)
40
J 28 ADJUST BASED ON FINAL GRADE
\1 Q FOR COMMANDER NAVFAC
2.64 'Bo / I ACTrvRY
GENERAL NOTES
SATISFACTORY TO DATE
22.62� 1. SEE SHEET G001 FOR CIVIL GENERAL NOTES. DES AWV DRW WDN CHK WDN
Ll 2. SEE SHEET G005 FOR CIVIL LEGEND AND
d 0-001 MH- o PMmM GROSS /RIDE
/ RIM 20.2 8 ABBREVIATIONS.BRANCH HEAD DEF
ss'RCPSrORM c1 D - 3. SEE SHEET CG201 FOR STORM SEWER PROFILES. 1111 DIRECTOR STEPHEN
FIRE PROTECTION DPII
4. ALL STORM SEWER PIPE MUST BE RCP UNLESS cl a
6 I 5 : \' OTHERWISE NOTED. o O
5. ALL AIRFIELD STRUCTURES MUST BE AIRCRAFT ' U o
/ / MATCH LINE 1 SEE THIS SHEET RATED. W z Z cr
=
6. NON AIRFIELD STRUCTURES MUST BE H 20 RATED
5 11 ( - - z\- -k50 / / / UNLESS OTHERWISE NOTED.
1
Z, ` z ¢ Z Z
/ wX�\ \ 7. MONITORING WELLS TO REMAIN MUST BE z Q
24 2321.4� ADJUSTED TO FINAL GRADE. COORDINATE WITH Z = z
w BASE ENVIRONMENTAL. MONITORING WELLS Z m W g
X �`- "\ WITHIN AIRFIELD MUST HAVE AIRCRAFT -RATED W Ov U a
wx \ s \ LID. WELLS WITHIN ROADS MUST HAVE H 20 LOAD N Z w w
g ssXST wX z�� RATED LID. a w Q Q
SSX V. / O / \ , \ ; z
S4 SSX /0�V o b z .�.
s r i l = I \ z
ss, W � z
\\ sX \ sx I / \. 1 f \\ o 1 \ aX \ -007 l Lu W <
\� u
(Tn \ X \ \ 0 097 Z d _z
X ' PLAN w Ln
\ssXX a / W \\moo \ NORTH w
�. W
ssX \ ssX.\ j �2t5 N ��`����\ 0 10' 20' 40' Q U V
1 ssX s1 ' \
\ Ss a Z �\� \ SCALE:1" = 20' 1 J Z > 00
LU
SSX ASS \ X ASS ` / 21. _ z� ; ` �X, KEYPLAN z Q o a �1
. i
S8,
3 � 60
CB-1
} � � 3
r / 21.31 STM .36
H LIN k 5 z1. 22.01 zZ \ 3
110
112
113
uj uj z U Z
r � �
U
o a �
SCALE: AS NOTED
EPROIECT NO.: 1639691
CONSTR. CDNRi. NO.
N40085-20-C-0060
NAVFAC DRAWNG NO.
14099967
SHEET OF
CQJJ�l**
NOT ALL SHEETS MAY APPEAR IN PACKAGE **
CG 111
4
RM REVI" N 25 ADGD2°
DP1 CONCURRENCE SET FOR IFC O6 AUG 21
1 2
3
5 -READYY
--
- - - - -
- - - - - -- -

C
G
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11

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I
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L
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1 i 2
i
3
4
5
C
0
C1
STORM - IN12 TO IN22 PROFILE
SCALE: VERTICAL 1" = 4'0" HORIZONTAL 1" = 20"
AOI STORM - MH4 TO IN28 PROFILE
n ' % SCALE: VERTICAL 1" = 4'0" HORIZONTAL 1" = 20"
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USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
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FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
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AS SHOWN ON STD. NO. 840.00.
O F- Iy O J
CONSTRUCT WITH PIPE CROWNS MATCHING.
O N Q
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN),
Z 'j
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN).
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.
W0
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
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FOR FRAME ANCHORAGE.
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4' 0"
6'-0"
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10' 0'
12' 0"
)NCRETE CU. YDS.
0.191
0.417
0.665
0.887
1.14
1.380
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0. 148
0.222
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0.370
0.444
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0.362
0.926
0.247
0.395
1.683
0.015
0.024
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-
-
-
-
-
-
0.362
0.988
0.247
0.395
1.745
0.023
0.036
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-
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0.362
1.050
0.247
1.807
0.033
0.049
1'-5"
6
4'-9"
-
-
-
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27
0.444
1.362
0.276
2.201
0.059
0.085
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-
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-
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33
0.502
1.644
0.288
2.541
0.092
0.127
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4' 11"
4
0' 9"
2
4'-11"
47
0.560
1.931
0,321
2.920
0.132
0.178
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5' 7"
1'-5"
1 3
5'-7"
67
1 0.704
2.5001
0,370
3.677
0.180
0.243
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6' 1"
1'-11"
4
6' 1"
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1 0.8231
3.0131
0.407
4.315
0.235
0.317
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6' 7"
2' 5"
5
6'-7"
107
0. 9511
3.5891
0.444
5. 072
0. 297
0.401
12
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3'-1"
6
7'-3"
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1.311
4.539
0.494
6.170
0.387
0.495
74"
14
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168
1.136
5.061
0.537
6.901
0.444
0.599
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15
8' -5"
4
4'-3"
8
8'-5"
199
1.500
5.860
0.580
0.395
7.868
0.528
0.713
BENCH A
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BENCH SLOPE 1" PER FT
#4 AT 12" ON CENTER,
VERTICALLY, EACH FACE
#4 AT 9" ON CENTER,
B HORIZONTALLY, EACH
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PLAN
FINISHED GRADE
1' 10" #4 AT 12" ON CENTER,
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#4 AT 9" ON CENTER,
HORIZONTALLY, EACH
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MANHOLE STEPS AT 16"
ON CENTER MAX.
TOP OF BENCH AT
CROWN OF PIPES #4 AT 9" ON CENTER,
ROUNDED ENTRANCE HORIZONTALLY, EACH
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INVERT ELEVATION OF #4 AT 12" ON CENTER,
MANHOLE =INVERT VERTICALLY, EACH FACE,
ELEVATION OF OUTLET
#4 AT 9" ON CENTER 12" CLEAR
EACH WAY, 12' CLEAR #4 AT 6" ON CENTER,
2 EACH WAY, 3" CLEAR
SECTION A -A SECTION B-B
NOTES:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED BY NC PE FOR
STRUCTURAL DESIGN. MAX LOAD = 63,000LB
2. FOR FRAME AND GRATE SEE DETAILS A4 AND B4, THIS SHEET
AIRFIELD CATCH BASIN
SCALE: NOT TO SCALE
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STORM DRAIN PROFILE 3
NOTE: DETERMINE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING CROSSING
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DUCTIMMM
STORM DRAIN PROFILE 2
STRUCTURE
0 0.5 1.0 2.0 3.Om
1:30
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No
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NOTE: DETERMINE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING CROSSING
UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE WITH THE CONTRACTING OFFICER.
80
VAIN
----------------
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4.000 O+Ooo
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4.0100 0+000
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WATER MAIN PROFILE 1
0+040 0+080
WATER MAIN PROFILE 2
0+040 v1.0u
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0+120
0+120
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7.6
7.2
6.8
6.4
6.0
5.6
5.2
4.8
4.4
NOTE, SEE SHEET C-9 FOR PUN
NOSE; COORDINATE W/ ELECTRICAL UTILITY LOCATIONS
SHOWN ON SHEETS E-2, E-3, AND E-4.
0 0.5 1.0 2.0 3.Om
1:30
VERTICAL
0 5 10 20 30m
1:300
HO MNTAL
GRAPHIC SCALES
8.4
0.0
7.6
7.2
8.5
6.4
5.0
5.5
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- DOWEL -SEE TABLE T
FOR SIZE &
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SILICONE
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H
OR
8±2
SIUCONE
SEALANT
30
B
BOND BREAKING
TAPE -
BACKER
SEALANT COMPATIBLE
ROD
DIAMETER
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EQUAL TO
(ASPHALT E)AULSION)
JOINT WIDTH
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DETAIL A
TABLE i
PAVEMENT
THICKNESS
H
DOWEL SIZE AND SPACING
DIAMETER - D
MINIMUM
LENGTH
MAXIMUM
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20
4.00
300
200 - 275
25
400
300
300
25
500
375
325
30
500
375
350 & 375
30
520
375
400
JO
500
450
(LKJ)
DOWELED CONSTRUCTION JOINT
NOT TO SCALE
PORTLAND CEMENT CONCRETE
5.2 M D FLEXURAL STRENGTH)—
000 00000000000000000�
000 00000000000000000C
STONE BASE COURSE
VAN PAD PAVEMENT DETAIL
2 C1 NOT TO SCALE
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g 900
4000
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30 [:��jI I \ \1�632 �L
1V:3H(TYP)
BACKER —'- TCOMPATISLEV
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3 3
H=PAVEMENT THICKNESS
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BAA DN
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325 TO 400
30
8.000M
1.000M 4.000M
75 BIT. CONC. 50 BIT. CONC.
2.08% //-- SEE NOTE 1
g,209G ~- O O / EXIST.
O O O 0 O 0 0 0 O / ROUND
380 STONE BASE
NOTE 1:
150 STONE BASE DO NOT PROVIDE DITCH SECTIONS ON
1st & 2nd BRIDGE ROADS. PROVIDE
DITCH SECTION ON ACCESS ROAD
ONLY WHERE SHOWN ON PLAN VIEWS.
ct DITCHES TRANSITION TO CONFORM TO
NOT TO SCALE GRADING SHOWN ON SHEET C5 FROM
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CENTERED BETWEEN
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OF PANELS
,
OF PANELS ONLY
• • IYP. 4Mx4M PANE550 —�
__MOORING EYE 1 �BLE TRENCH
• (nP)
2 C1 NOT TO SCALE
'-JOINTS--"E3, 51
TYPICAL MOORING EYE LOCATION
NOT TO SCALE
-600
FLANGED PIPE
SECTION (SECURE
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BOTTOM)
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SECTIONAL
VIEW
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1. PLACE MOORING EYES AS INDKATED ON VAN PAD JOINT AND
2®®■®®®®®®®®■m
MMMM®®®®®®®■®■■®®®®®®■�+Ie■®say®
• PLAN (THIS SHEET).
2.
-
B .r■111MM
ROAD r®®®®®®®®®®®®■®®■®®■■®■■■®®®■■®®®®®®■lPM■®iwl®�
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NOT TO SCALE
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®®®®®®®®®
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r L H/3 (75 MIN)
THICKENED —EDGE EXPANSION JOINT (TE)
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SO COLLAR TO BE OF SAME GAGE AS
THE PIPE WITH WHICH IT IS USED.
N.C. STANDARD
REINF. CONIC.
900mm
INVERT
A L
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E 13mm X 50mm SLOTTED HOLES
aE FOR 10mm BOLTS O 100mm ON CENTERS
N
NOTES:
1. PROVIDE WATERTIGHT SEALS BETWEEN THE
300mm WIDE HAND 50mm COLLAR HALVES AND THE PIPE WITH ASPHALT MASTIC CAULKING
WELDED TO COLLAR ON 2. CONNECT COLLAR TO PIPE WITH 2-13mm DIAMETER RODS
BOTH SIDES AND STANDARD TANK LUGS.
3. FOR CONCRETE SO, FORM 13mm THICK COLLAR WITH }3 REBAR
SPACED 360mm HORIZONTALLY AND VERTICALLY.
C ANTI SEEP COLLAR DETAILS
C7 13 NOT TO SCALE
r_
COMPACTED SUBGRADE
150mm THICK }57
460mm THICK (1
CONTROL STONE,
ELEVATION
SECTION A -A
B C D
B C D
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NOT TO SCALE C713
FOREBAY
(PERMANENT POOL SURFACE AREA O ELEV. 5.000=37410 SF)
SIDE SLOPES 1V:4H TP.
EXCEPT WHERE INDICATED
ELEVATION 4
390
4
7
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/ ELEVATION 4.390
ELEVATION 5.167
SHELF STONE CHECK DAM
CLASS B EROSION
ELEVATION 5.000 CONTROL STONE,
BOTTOM WIDTH OF 2.44M,
LENGTH OF 35 M, AND
SIDE SLOPES 1V:2H
DESIGN STORAGE POOL
ELEVATION 5.256
PERMANENT POOL ELEVATION
ELEVATION 5.000
—SILT ELEVATION 3.781
POND BOTTOM
ELEVATION 3.4
(BOTTOM AREA 22.80010 X 77.771M) I 2M
*SLOPE VARIES NEAR POIJD
OUTLET STRUCTURE. SEE
SHEET C7
TOP OF BANK
ELEVATION VARIES-
'ELEVATION 5.167
-1M WIDE 1V:6H
VEGETATIVE
SHELF
15mm TH""' _'.
BENT PLA'
TRASH BAI
EL
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TYPICAL (5 TOTAL
TOP OF TRASH BAFFLE
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650mm WIDE X 15mm THICK
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q
PERMANENT POOL
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300mm
75mm-SC
PVC PIPE
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ELEVATION (3.476) 150mm
E
Y
100mm CAST IRON SHEAR GATE -
POND DRAIN
100mm CAST IRON WALL PIPE. 300mm-
LONG, FLANGE END X PLAIN END
PROVIDE JUTE OR SYNTHETIC
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EAST; TO 1.5M PAST THE 7.250 ELEVATION ON THE
WEST; TO WITHIN 2M OF THE NEW FENCE LINE
ON THE SOUTH. SEE SHEET C18.
1680mm
450mm 1 2001 830mm 1200
20mm CHAMFER,
ALL EXPOSED
EDGES
—fE
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mm DIAMETER
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3.781
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SECTION A - A
FRAME AND GRATE SEE
w.,.;H BASIN FRAME DETAILS
EACH FACE
/13 AT 225 EACH WAY,
EACH FACE, ALL WALLS
AND BOTTOM
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UNLESS NOTED OTHERWISE
FINISHED GRADE
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SECTION B - B GIVEN HERE
AIRFIELD SHALLOW CATCH BASIN
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SECTION C-C
AIRFIELD CATCH BASIN FRAME
NOT TO SCALE
ANCHOR
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1 EACH END
[6 X 75 X 125
QUARE FOOTING MAY BE
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a
FRAME AND GRATING
OPE-iV:12H
25 GROUTTGRADE
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1500 AND GREATER
70 INVERT
4
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CROWN OF INLET
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INVERT ELEV OF OUTLET
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PROVIDE 40 CLEAR
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SECTION
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KEY JOINT
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TOP OF BENCH AT
9
V
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CROWN OF PIPES25 0
L
ROUNDED ENTRANCE0 CLEAR
150 WATERSTOP /l3 AT 300 �13 DOWELS TO MATCH
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ALL REINFORCEMEMELEVATIONS00
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NOT TO SCALE
/13 AT 225 ON CENTER, /13
EACH WAY, 40 CLEAR
OF OUTLET
AT 150 ON CENTER, SECTION B-B
.o. 4696
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SECTION A -A
65-96- 2
M62470-96-0-6042
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ALL DIMENSIONS ARE IN MILLIMETERS
(mm) UNLESS OTHERWISE
NOTED
AIRFIELD
CATCH BASIN
'a' ld e 55
NOT TO SCALE
m
C
n

6 R
1220 Wr1DE
CRUSHED ROCK OR
4 u0
GRAVEL DRAIN POCKET
`�
SLOPE TO DRAIN 1V 48H
400
BLOCKING
11.1
CONCRETE
PLAN
900 MIN FROM EDGE OF
COMPACTED SUBGRADE
ROADWAY SHOULDER OR
CURB. 2100 MAX
CONCRETE SIDEWALK
115 PUMPER
600 MIN FROM SIDEWALK
CONNECTION
NOT TO SCALE
FACING ROAD
2-65 HOSE OUTLETS
FINISHED GRADE
50 BALL VALVE
COVER. H-20 LOADING
450
PROVIDE 150 GATE VALVE
90' ELBOW h
CASE IRON FRAME AND
MIN DEPTH WITH CAST IRON ROADWAY
PLUG W/SQUARE
HEAD (SO)
OF BURY VALVE BOX FOR EACH
}80 CLEAR GPENINC
750 HYDRANT CONNECTION
ANT
FINISH GRADE -`
DRAIN OPEN
L
0
COMPACTED OR
UNDISTURBED 100
OR PRECAST CONCRETE
GROUND 300
a
75 MIN 150 MAX
CONCRETE BLOCK
450
'i'
x
FIRE HYDRANT
NOT TO SCALE
X
150 MIN /,._: `_1',
PLAN PLAN
BENDS TEES
0 ROCK
MIN
800 MIN 300 AND LARGER PIPE
450 MIN 250 AND SMALLER PIPE
450
ABN
46
m
SECTION X-X PLAN @ ELEVATION
BENDS t TEES PLUGS
4 BM05
BD05
6 REEZ
TEES
PLUGS
IZE
A
B
I A
I B
I A I
B
A
1 8
1 C 1
D
50
400
250225
250150
P00050
30012501525
200
550
325
30
325
00
250
25
400
300
725
250
650
425
350
25
50
25
0500350
900
3O0
725
525
400
525
275
400
50
6DO
4001025
35C
875600
475
600
300
500550
675
4501200
400
950
75
525
675
300
600
600
750
5001350
50 CORPORATION STOP
200 X 50 TEE OR 50 TAP
200mm SANITARY FORCE AWN
2 113 BARS TOP OF REINFORCING
9MIN 22 DIA CONTINUOUS ���777 BAR FLUSH WITH TOP
f- HOLE / OF CONCRETE -7
300 20 REINFORCING
19 TO 25 BAR.IMBED 450
MIN 1800 INTO SUBGRADE J
CAST IRON
HEAD BOX
CONCRETE C
RISING STEM
CAST IRON
CATE VALVE
WATER MAIN
DETAIL -VALVE
NOT TO SCALE
NOTE: PROVIDE BEDDING IN ACCORDANCE
WITH THE SPECIFICATIONS.
TRENCH FOR PLASTIC PIPE
NOT TO SCALE
CONCRETE
EXISTING PAVEMENT
MATCH EXISTING
PAVEMENT SECTION
50 MIN.
TACK COAT
\ 300
.Ulw
TRENCH 300
WIDTH .Ulm
� SAME AS EXISTING
SAW CUT BASE COURSE
150 1
WENT IN.
PAVE
EDGE COMPACTED
BACKFILL
PAVEMENT PATCHING
NOT TO SCALE
PIPE CIA
'D'
MAXIMUM
'A'
150
TO
375
200
450
TO
525
250
600
TO
750
300
825
TO
1050
375
200
h LARGER
450
I MAXIMUM TRENCH WIDTH 'W'
NOTE; PROVIDE ASTM NO. 57 TAKEN AT TOP OF PIPE
STONE UNDER ALL TWIN 1500mm
STORM DRAINS.
NOTE: PROVIDE BEDDING IN ACCORDANCE WITH
THE SPECIFICATIONS.
TRENCH FOR NON —PLASTIC PIPE
NOT TO SCALE
3000 CENTER OF POST TO
CENTER OF POST MA.XIMUN SUPPORT ARM WE
STRANDS OF BARE
TOP RAIL OR TENSION '< WIRE IF SPECIFIED
WERE. AS SPECIFIED —1
GATE POST_
GATE
LEAF
WIDTH
GATE
POST
LQ2L
FABRIC
HEIGHT
'A'
OIA
'B
DEPTH
POST
EMBED-
WENT
900 TO
1800
75
900-1500
300
1000
900
1800- 700
350
3000- 700
400
2100 TO
3700
100
900-1500
J50
1800- 700
400
1100
1000
3000-37DO
450
40DO TO
170
2400
400
1100
1000
BOTTOM RAIL OR TENSION
WIRE. AS SPECIFIED —
GRADE
� N
. r
U
A_
THRUST BLOCKS PARKING BUMPER NOTE: TERMINAL POSTS INCLUDE END, CORNER. AND PULL POSTS
NOT TO SCALE Ct (PRECAST CONCRETE) CHAIN LINK FENCE
NOT TO SCALE ALL DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS OTHERWISE NOTED NOT TO SCALE
60-0
SQUARE g UNE AND TERMINAL POSTS FOOTINCONCRG '
�2g FRONT VIEW
AUTOMAnc
0.055 CUBIC METERS DRAIN
OF GRAVEL
11215
MN SIDE VIEW 25mm
'MIN YARD HYDRANT
NOT TO SCALE
..
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PROVIDE TEMPORARY DIVERSION EARTHERN DIKES AND STABLE OUTLETS
TO POND DURING LAND DISTURBING ACTIVITIES. MAINTAIN IN PLACE
AND PROVIDE IRRIGATION UNTIL PERMANENT GROUND COVER IS
ESTABLISHED. PROVIDE ADDITIONAL BANK STABILIZATION IF EROSION
OCCURS DURING DURATION OF PROJECT. ALL WORK SHALL BE DONE
IN ACCORDANCE WITH THE N.C. DEHNR (WILMINGTON• N.C.) LAND QUALITY
m DIVISION EROSION AND SEDIMENT CONTROL CRITERIA.
W
ED �
y(m
+ • • • • • • • - . • • ... • . TRPORARY SEDIMENT FENCE (SF) . • .. .
+ + + + + + + + + + +
+ + + + + + + + + + + + + +
POND BOTTOM ElEVATgN J.476
STONE CHECK DAM
LUENT CONT � POND 'HEFT srRucTURE
PERMANENT POOL ELEVATION 5.000
(AREA - 37.410 SF) FOREBAY J
iM WIDE 1VAIH VEGETATIVE SHElI-�
I\
SEE SHEET C17
VAN PAD
SEE SHEET CIB FOR DETAILS
Bm
THE POND MAY BE UTILIZED FOR SILT AND SEDIMENT CONTROL
CLEAN ALL SEDIMENT AND DEBRIS FROM THE POND AND REGRADE
TO FINISH DESIGN REQUIREMENTS DURING THE FINAL STAGES
OF PROJECT CONSTRUCTION.
NEL
WEJ
SEE SHEET C17
PROVIDE JUTE OR SYNTHETIC EROWN CONTROL MATERIAL
AND 100mm (MINIMUM THICK) TOP SOIL FROM ELEVATION
- 4.75 TO 1.5M PAST THE GRADING LIMIT ON THE NORTH
AND EAST; TO 1.5M PAST THE 7.25 ELEVATION ON THE
WEST; TO WITHIN 2M OF THE NEW FENCE LINE ON THE
SOUTH. SEE SHEET C13
0 5 10 20 30m
1:300
GRAPHIC SCALE
lm
C

UNPAVED SURFACES I PAVED SURFACES
A
CATCH
BURLAP OR FABRIC
380-460
A
CONCRETE WIRE
—BLOCK SCREEN
300-600
HIGH
IMBED 200 OF CATCH
BASIN
FABRIC IN 100 z
100 TRENCH
SECTION A —A
BASIN PROTECTION (BP)
NOT TO SCALE
3700 MIN
150 THICK LAYER
OF COARSE AGGREGATE
(50 TO 75. DIA STONE)
NOTE: LOCATION OF
ENTRANCE MAY
VARY DURING
CONSTRUCTION
PERIOD.
Q OQ o OQ
3000
MIN
EDGE OF EXISTING ROADWAY PAVEMENT
TEMPORARY CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE
NOT TO SCALE
GRAVEL FILTER STD SIZE
OR #ABC(M) COARSE AG
450
MIN
1
N 1Fw
j 300 J �4
FILTER FABRIC—�
EXCAVATE 150 X 150 MIN TRENCH. TURN
FILTER FABRIC DOWN AND EXTEND 15�
MIN INTO TRENCH. BACKFILL WITH
EARTH AND THOROUGHLY TAMP (TYP.
EACH SIDE OF GRAVEL CHECK DAM).
TEMPORARY GRAVEL CHECK DAM (GCD)
NOT TO SCALE
yq
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1j,''.1y
All
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH.
WIRE
FILTER
BARRIER
FABRIC Jlr(((( /
GROUND LINE
TEMPORARY SEDIMENT FENCE (SF)
NOT TO SCALE
ALL DIMENSIONS ARE IN MILLIMETERS (mm)
UNLESS OTHERWISE NOTED
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