SW8080313_APPROVED PLANS_20080429

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 b e)03 [3
DOC TYPE
❑ CURRENT PERMIT
L� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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C-001 LEGEND ABBREVIATIONS AND GENERAL NOTES
ACTNETY - 5AlI5FX70RI' TO
C-002 SURVEY NOTES APPRWM DATE
CD101 EXISTING CONDITIONS AND DEMOLITION PLAN
CG101 DRAINAGE AND GRADING PLAN FM WMMMM MVFAC
DATE
CG102 EROSION AND SEDIMENT CONTROL PLAN DES — DR —
CHK -- QC --
CG501 GRADING AND DRAINAGE DETAILS DESIGNER xxx
CG502 GRADING AND DRAINAGE DETAILS REVIEWED I3Y
QC
CG503 GRADING AND DRAINAGE DETAILS DESIGN MANAGER
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SURVEY NOTES:
ABBREVIATIONS
4
IN
LEGEND
co
CD 1. SURVEY PERFORMED BY:
N
JOYNER, KEENY & ASSOCIATES
Ct
209 NORTH PEARL STREET
P.O. BOX 7533
ROCKY MOUNT, NORTH CAROLINA 27804
252-977-3124 (OFFICE)
252-985-6024 (FAX)
T
Y
s 3. THE INITIAL POSITIONS FOR THIS PROJECT WERE PRODUCED FROM STATIC GPS
D OBSERVATIONS UTILIZING LEICA SR9500 DUAL FREQUENCY RECEIVERS AND WERE
Ln COMPUTED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THE "ONLINE POSITIONING
USER SERVICE (OPUS) METHODOLOGY AND ARE RELATIVE TO THE FOLLOWING NGS CORS
BASE STATIONS:
BASE STATIONS USED
PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m)
D11071 NCKN KENANSVILLE CORS ARP N345630.497 W0775849.945 62480.9
AM7011 CASL CASTLE HAYNE CORS ARP N342040.707 W0775231.382 47616.2
D14788 NBR6 NEW BERN 6 CORS ARP N351029.898 W0770259.335 74586.6
REF FRAME: NAD_83(C0RS96)(EP0CH:2002.0000) ITRFOO (EP0CH:2007.6926)
4. ELEVATION DATUM IS NAVD 1988 DATUM. ELEVATIONS WERE GENERATED BY THE STATIC
GPS OBSERVATIONS.
5. COORDINATES SHOWN ARE "LOCALIZED" COORDINATES HOLDING GPS POINT #2 AND IS BASED
ON THE STATE PLANE COORDINATE SYSTEM, ZONE #3900, NORTH CAROLINA IN NAD 83/2001 DATUM
IN U.S. SURVEY FEET. THE AVERAGE COMBINED GRID FACTOR IS 0.99994230
6. DATE OF FIELD SURVEY: 10 SEP 2007 THRU 27 SEP 2007
7. FIELD BOOK # 130
C
8. 1 FOOT CONTOUR INTERVAL
9. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATION. THEIR LOCATION HAS
BEEN DETERMINED BY UTILIZING BASE UTILITY PLANS, SURFACE FEATURES, AND/OR PAINT MARKINGS.
10. JOYNER, KEENY PROJECT # 070219
11. JOYNER, KEENY FILE NAME: 070219_LEJEUNE-MARSOC-DINING_071010rDWG
MANHOLE STRUCTURE DATA
POINT #
MH TYPE RIM ELEV. INV. ELEV.
PIPE SIZE PIPE MATER!tL
187
SMH 51.66 42.54
8"
PVC
42.50
8"
PVC
199
SMH 54.16 44.41
4"
PVC
44.41
8"
PVC
43.95
8"
PVC
264
TMH 54.79 45.62
N/A
N/A
B
296
MH W/ VALVE 53.43 48.49
N/A
N/A
574
TMH 52.23 46.89
N/A
N/A
1506
SMH 50.03 40.03
8"
PVC
UI
0
SIGN
TYPE TABLE
a.
N
POINT #
SIGN DESCRIPTION
202
"PEDESTRIAN CROSSING"
0
203
"RESTRICTED AREA'
N
204
"SHOOTERS PARKING"
a
205
STOP SIGN
N
206
"SHOOTERS PARKING"
207
NO TACTICAL VEHICLES, BUSES
ALLOWED"
208
SPEED LIMIT 10 MPH
599
SPEED LIMIT 15 MPH
632
"RESTRICTED AREA HOUSING OCCUPANTS AND
GUESTS ONLY"
0
0
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BC
BACK OF CURB
N/A
NOT APPLICABLE
BLDG
BUILDING
PE
POLYETHYLENE
BM
BENCH MARK
PED
PEDESTAL
CO
CLEANOUT
PIV
POST INDICATOR VALVE
CONC
CONCRETE
P/P
POWER POLE
CTV/CAN
CABLE TELEVISION
PVC
POLYVINYL CHLORIDE
E
EAST
R
RADIUS
EG
EXISTING GAS
RCP
REINFORCED CONCRETE PIPE
ELEC
ELECTRICAL
RD
ROOF DRAIN
ELEV
ELEVATION
R/W
RIGHT-OF-WAY
EMH
ELECTRICAL MANHOLE
S
SOUTH/SANITARY SEWER
EOE
EXISTING OVERHEAD ELECTRIC
SAN
SANITARY
EP
EDGE OF PAVEMENT
SCO
SANITARY CLEANOUT
ES
EXISTING SANITARY SEWER
SD
STORM DRAIN
ESD
EXISTING STORM DRAIN
SDMH
STORM DRAIN MANHOLE
ESTM
EXISTING STEAM
SE
SOUTHEAST
EUE
EXISTING UNDERGROUND ELECTRICAL
SF
SILT FENCE
EUT
EXISTING UNDERGROUND TELEPHONE
SFM
SANITARY FORCE MAIN
EX/EXIST
EXISTING
SMH
SANITARY SEWER MANHOLE
EW
EXISTING WATER
SSFM
SANITARY SEWER FORCE MAIN
FES
FLARED END SECTION
SW
SOUTHWEST
FFE
FINISH FLOOR ELEVATION
TBM
TC
TEMPORARY BENCHMARK
TOP OF CURB/TERRA COTTA
FH
FIRE HYDRANT
TEL
TELEPHONE
FM
FO
FORCE MAIN
FIBER OPTIC
TMH
TELEPHONE MANHOLE
FW
FIRE WATER
TP
TREE PROTECTION
G
GAS LINE
T. PED
TELEPHONE PEDESTAL
INV
INVERT
TYP
TYPICAL
IP
INLET PROTECTION
W
W/
WATER
WITH
L/P
LIGHT POLE
WM
WATER METER
MG
MATCH GRADE
�/
WATER VALVE
MIN
MINIMUM
MH
MANHOLE
GENERAL NOTES
1. EXISTING OBSTACLE COURSE EQUIPMENT THAT 15 REMOVED
IS TO BE RETURNED TO MCB CAMP LEJEUNE.
2. EXISTING SIGNAGE AND LIGHTING EQUIPMENT THAT IS
REMOVED IS TO BE RETURNED TO MCB CAMP LEJEUNE.
3. ALL SALVAGED SIGNS, EQUIPMENT, ETC. IS TO BE STOCKPILED
AND RETURNED TO MCB CAMP LEJEUNE. COORDINATE THE
STOCKPILE/ RETURN LOCATIONS WITH THE CONTRACTING
OFFICER.
4. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON
VISIBLE EVIDENCE, CONVENTIONAL UTILITY LOCATING
TECHNIQUES, MARKINGS BY JOYNER KEENY, PLLC. THIS
SURVEY DOES NOT TAKE RESPONSIBILITY FOR ACCURACY
OF UTILITIES SHOWN HEREON OR THAT ALL UTILITIES
WITHIN THE PROJECT AREA ARE REPRESENTED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING
ALL PERMITS REQUIRED.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING
WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS.
CURBS, LANDSCAPING, ETC., THAT MAY BE CUT OR THAT ARE
DAMAGED DURING CONSTRUCTION.
7. WHEN MATERIALS WHICH ARE UNSUITABLE FOR
FOUNDATIONS, SUBGRADES, OR PAVEMENT PURPOSES
OCCUR WITHIN THE LIMITS OF BUILDING OR PAVEMENT
CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE SUCH
MATERIAL BELOW THE SUBGRADE SHOWN ON PLANS AND
THE AREAS SO EXCAVATED SHALL BE BACKFILLED WITH
APPROVED SUITABLE MATERIALS.
8. TOPSOIL, SEED AND FERTILIZE ALL AREAS WITHIN THE
PROJECT LIMITS NOT OCCUPIED BY STRUCTURES,
PAVEMENT, OR SIDEWALKS, AND NOT DESIGNATED TO
BE SODDED OR LANDSCAPED.
9. ALL DIMENSIONS TO BUILDING ARE TO FINISHED BRICK
BUILDING FACE.
10. ALL DIMENSIONS TO CURB ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
11. EXPANSION JOINTS IN CONCRETE PAVEMENT AND SIDEWALKS
SHALL BE PROVIDED AROUND ALL BUILDINGS, JUNCTIONS,
STRUCTURES OR FIXED OBSTRUCTIONS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING
WITH MATCHING MATERIALS ANY EXISTING PAVEMENT, WALKS,
DRIVEWAYS, CURBS, LANDSCAPING, ETC., TO REMAIN, THAT
ARE CUT OR DAMAGED DURING CONSTRUCTION AT
CONTRACTORS EXPENSE.
TREE PROTECTION
TREES '-SELECTED FOR PRESERVATION ARE SHOWN ON THE DEMOLITION PLAN
AND EROSION CONTROL PLAN, AND SHALL BE CLEARLY MARKED IN THE FIELD.
PRIOR TO Ai�Y CLEARING, GRADING OR CONSTRUCTION, PROTECTION BARRIERS
SHALL BE PLACED AROUND ALL TREES TO BE RETAINED ON THE SITE TO
PREVENT THE DESTRUCTION OR DAMAGE OF THE TREES. THE TREE PROTECTION
SHALL SCE IN ACCORDANCE WITH THE NCDENR EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL AND SHOULD BE LOCATED IN A CIRCULAR
PATTERN AROUND THE TREE A MINIMUM DISTANCE EQUAL TO THE DRIP LINE OF
THE TREE OR A MINIMUM OF 5' WHERE THE DRIP LINE IS LESS THAN 5'.
MATERIALS SHALL NOT BE STOCKPILED WITHIN THIS DEFINED AREA AND VEHICLES
AND OTHER EQUIPMENT SHALL BE OPERATED TO AVOID SOIL COMPACTION. THE
ONLY EXCEPTION TO THIS REQUIREMENT WILL BE THOSE SPECIFICALLY ALLOWED
BY THESE STANDARDS AND SPECIFICATIONS.
BOARDS OR WIRES OF A NON -PROTECTIVE NATURE SHALL NOT BE NAILED OR
ATTACHED TO TREES DURING CONSTRUCTION.
HEAVY EQUIPMENT OPERATORS ARE TO BE CAUTIONED TO AVOID DAMAGE TO
EXISTING TREE TRUNKS AND ROOTS DURING LAND LEVELING OPERATIONS.
FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA EQUAL TO TWICE THE TREE
CIRCUMFERENCE (MEASURED 4 1 /2" ABOVE GROUND LINE IN INCHES)
EXPRESSED IN FEET (EXAMPLE: CIRCUMFERENCE OF 10" WOULD HAVE A "NO
CUT" ZONE OF 20' IN ALL DIRECTIONS FROM THE TREE). THIS SHOULD APPLY TO
DITCHING FOR UTILITY SERVICES, IF FEASIBLE. IN LIEU OF DITCHING, REROUTING
OF UTILITIES OUTSIDE THE ROOT ZONE, OR JACKING CONDUIT THROUGH
THE ROOT ZONE SHALL BE CONSIDERED.
TREE TRUNKS AND EXPOSED ROOTS DAMAGED DURING EQUIPMENT OPERATIONS
SHALL BE TREATED IN ACCORDANCE WITH CURRENT ARBORICULTURAL STANDARDS.
DAMAGED TREE LIMBS SHALL BE CUT BACK TO THE NEXT LATERAL BRANCH OR
PARENT STEM AT THE BRANCH COLLAR. CARE FOR SERIOUS INJURY SHOULD BE
PRESCRIBED BY A QUALIFIED ARBORIST SECURED BY THE CONTRACTOR.
CRITERIA FOR REPLACING TREES KILLED DURING CONSTRUCTION: IF DESIRED
TREES PROTECTED BY THE ABOVE MEANS ARE KILLED BY THE CONTRACTOR
DURING CONSTRUCTION, THEY SHALL BE REPLACED BY THE CONTRACTOR WITH
TREES OF SIMILAR SIZE AND CALIPER OF THE SAME SPECIES OF LIKE QUALITY
AS SPECIFIED BY A QUALIFIED ARBORIST SECURED BY THE CONTRACTOR.
REPLACEMENT TREES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK.
EXISTING NEW
0 BUILDING
ASPHALT PAVEMENT
coNc C CONCRETE
K><XXXX>d INFILTRATION BASIN (CLEAN SAND AREA)
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VEGETATED FILTER
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ESD
STORM SEWER
STORM GRATE INLET
STORM MANHOLE
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FLARED END SECTION AND RIP RAP
EW
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WATER LINE
P
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EROSION AND SEDIMENT
CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION
AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS
OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR) EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER
D FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL
STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS
WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED
FOR LONGER THAN 7 DAYS. SOIL STABILIZATION MEASURES INCLUDE
VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF
GRAVEL BASE MATERIAL ON AREAS TO BE PAVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR
TO, OR AS THE FIRST STEP 1N CONSTRUCTION.
4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFF PRODUCING EVENT. ANY
NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION
CONTROL DEVICES AND CLEANUP OF SEDIMENTATION ARE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IMMEDIATELY.
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO
ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE OR AN
APPROVED COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED
FROM PAVED AREAS ON A DAILY BASIS, BY SHOVELING AND SWEEPING.
6. STOCK PILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR
MATERIALS TRANSPORTED FROM THE PROJECT SITE.
7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL
DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH, OR
CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC.
8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR PASSED
c
THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT
PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM.
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF
ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED NECESSARY BY NCDENR. CONTROLS MAY
NOT BE REMOVED UNTIL PERMANENT STABILIZATION IS ACHIEVED.
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE
REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER
STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30
DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED.
11. AT THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL PROVIDE THE
NAME OF AN INDIVIDUAL HOLDING A CERTIFICATE OF COMPETENCE WHO WILL
BE IN CHARGE OF AND RESPONSIBLE FOR CARRYING OUT THE LAND
DISTURBING ACTIVITY.
12. STRUCTURAL EROSION CONTROL DEFICIENCIES AND ERODED AREAS SHALL BE
IMMEDIATELY REPAIRED.
13. NOTIFY NCDENR FOR APPROVAL PRIOR TO USING OFFSITE BORROW/WASTE
AREAS.
14. FILTER EFFLUENT FROM DEWATERING OPERATIONS THROUGH STRAW
BALE/SILT FENCE PIT OR INTO SEDIMENT TRAPS.
15. PRIOR TO ANY LAND DISTURBING ACTIVITY, THE CONTRACTOR SHALL OBTAIN
A NCDENR E&S PERMIT.
B GRADING AND
DRAINAGE NOTES
1. PROVIDE TEMPORARY DRAINAGE AS REQUIRED DURING
CONSTRUCTION.
2. ALL SLOPES SHALL NOT EXCEED A MAXIMUM SLOPE OF 2:1, H:V. TEMPORARY
SEEDING OR STABILIZATION WILL BE REQUIRED WITHIN 7 DAYS OF
CONSTRUCTION OF THE SLOPES.
3. PIPE LENGTHS SHOWN FOR STORM DRAINAGE ARE FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE.
4. ALL GRADING BETWEEN GRADES SHOWN ON PLAN SHALL HAVE A CONSTANT
SLOPE.
UTILITY NOTES
1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR
PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF
CONSTRUCTION. BEFORE YOU DIG, CALL NC ONE CALL AT 811. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE ANY
EXISTING UTILITY DAMAGED DURING CONSTRUCTION. LOCATIONS OF
UNDERGROUND UTILITIES ARE APPROXIMATE. EXACT LOCATIONS WILL NEED TO
BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. A PRIVATE LOCATING
CONTRACTOR MAY BE NEEDED ON MCB CAMP LEJEUNE.
2. THE RELOCATION OR ADJUSTMENT OF ANY OBSTRUCTIONS (POWER POLES,
TELEPHONE PEDESTALS, GUY WIRES, WATER METER, ETC.) MUST BE
COORDINATED BY THE CONTRACTOR.
3. THE RELOCATION OF ANY UTILITIES, AS A RESULT OF INTERFERENCE WITH
PROPOSED CONSTRUCTION, SHALL BE COORDINATED BY THE
CONTRACTOR.
4. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND, UNLESS OTHERWISE
NOTED.
5. HAND EXCAVATE NEAR EXISTING UTILITIES.
6• WATER MAINS SHALL BE NO CLOSER THAN 10' TO BUILDINGS.
7. ALL WATERLINE BENDS SHALL BE PROPERLY RESTRAINED.
8. UTILITY CONTRACTOR SHALL COORDINATE THE EXACT INVERT WITH PLUMBING
CONTRACTOR PRIOR TO CONSTRUCTION.
9. WATERLINE MATERIALS SHALL MEET AWWA STANDARDS.
10, BOTTOM OF WATERLINE SHALL BE AT LEAST 18" ABOVE TOP OF SANITARY
SEWER PIPING.
11. ALL PVC WATER AND SEWER PIPING SHALL BE C900 PVC.
EROSION CONTROL AND
CONSTRUCTION SEQUENCING
1. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION AND INLET
PROTECTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
MAINTAINED DURING CONSTRUCTION.
2. INSTALL SEDIMENT TRAP AND DIVERSION DIKES. SEDIMENT TRAP SHALL BE
INSTALLED AND FUNCTIONAL PRIOR TO UPSTREAM LAND DISTURBANCE.
3. PERFORM UTILITY RELOCATION WORK AND ESTABLISH TEMPORARY SITE
UTILITIES NECESSARY FOR CONSTRUCTION.
4. PERFORM DEMOLITION WORK.
5. PERFORM ROUGH GRADING OF SITE.
6. INSTALL UNDERGROUND UTILITIES WHERE PRACTICAL AS SITE IS GRADED.
7. DIVERT OFFSITE RUNOFF DURING INSTALLATION OF STORM DRAIN SYSTEM TO
PREVENT OVERWHELMING THE CAPACITY OF EROSION CONTROL MEASURES.
8. INSTALL STORM DRAINAGE AND PROVIDE INLET PROTECTION.
9. CONSTRUCT BUILDING, ASSOCIATED STAIRS AND RETAINING WALLS.
10. PERFORM FINAL GRADING, TOPSOIL, AND SEED ALL DISTURBED AREAS NOT
SCHEDULED FOR PAVING AND IMMEDIATELY ESTABLISH PERMANENT VEGETATIVE
COVER. MAINTAIN VEGETATIVE COVER THROUGHOUT CONSTRUCTION.
11. REMOVE/ CONVERT SEDIMENT TRAP INTO PERMANENT INFILTRATION BASIN AND
SEDIMENT FOREBAY.
12. INSTALL SITE CONCRETE WORK, PAVEMENT AND SIDEWALKS.
13. THROUGHOUT ENTIRE CONSTRUCTION PROCESS, ADDRESS ANY INADVERTENT
EROSION OR REMOVE ANY SEDIMENTATION THAT MAY COLLECT AT E&S
CONTROLS.
14. INSPECT AND CLEAN OUT THE INFILTRATION BASIN AND SEDIMENT FOREBAY
STABILIZATION OF THE PROJECT.
15. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WITHIN 30
DAYS OF FINAL STABILIZATION OF THE PROJECT.
EARTHWORK NOTES
1. ALL STRIPPING OF TOPSOIL, EXCAVATION, PROOF ROLLING, SELECTION OF FILL
AND COMPACTION OF FILL SHALL BE INSPECTED BY AN INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM RETAINED BY THE OWNER WHO SHALL HAVE
THE AUTHORITY TO REJECT ANY WORK WHICH IN HIS OPINION DOES NOT
MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
2. STRIP THE GROUND SURFACE BENEATH FOUNDATIONS, FLOOR SLABS, NEW
FILL OR PAVEMENT OF ALL SURFACE VEGETATION, EXISTING PAVEMENT OR
TOPSOIL. PROOF ROLL THE EXPOSED GROUND SURFACE WITH A HEAVILY
LOADED DUMP TRUCK WHILE BEING MONITORED BY THE GEOTECHNICAL
ENGINEER TO LOCATE ANY POCKETS OF EXCESSIVELY SOFT SURFACE SOILS.
UNDERCUT ALL AREAS THAT DEFLECT EXCESSIVELY OR RUT AND FAIL TO
TIGHTEN UP UNDER CONTINUED PROOF ROLLING TO FIRM MATERIAL AND
REPLACE UNDERCUT SOIL WITH PROPERLY COMPACTED FILL.
3. THE SURFACE SOILS TO BE EXPOSED BY THE STRIPPING OPERATIONS HAVE A
TENDENCY TO BECOME SOFTENED AND UNSTABLE WHEN SATURATED AND
WORKED BY EQUIPMENT. THEREFORE, DRAIN THE EXPOSED SUB -GRADE TO
PREVENT ACCUMULATION OF WATER ON THE SITE. LIMIT CONSTRUCTION
TRAFFIC ACROSS SITE AS MUCH AS POSSIBLE. LIMIT CONSTRUCTION TRAFFIC
TO WELL DEFINE AREAS OUTSIDE THE BUILDING FOOTPRINT.
4. AFTER SUCCESSFUL COMPLETION OF PROOF ROLLING AND UNDERCUTTING
OPERATIONS, PLACE FILL REQUIRED TO REACH FINISHED SUB -GRADE
ELEVATION. FILL SHALL BE NON -FROZEN, NON -ORGANIC NATURAL SOIL FREE
OF DEBRIS. ALL FILL MATERIALS PROPOSED FOR USE ON SITE MUST BE
TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO ITS
PLACEMENT ON SITE. PLACE ALL FILL AND BACKFILL BENEATH THE
STRUCTURE IN LOOSE LIFTS OF NINE INCHES OR LESS AND COMPACT TO
MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE
PROCEDURE OUTLINED IN ASTM D698.
5. ALL FILL AT TIME OF PLACEMENT SHALL BE AT A MOISTURE CONTENT RANGE
OF t 3 PERCENT OF THE OPTIMUM ESTABLISHED FROM LABORATORY TEST.
6. AT LEAST ONE FIELD DENSITY TEST, ASTM D698 SHALL BE MADE
FOR EACH 2O00 SQUARE FEET OF EACH LIFT AREA WITHIN THE ENLARGED
BUILDING AREA, MINIMUM ONE TEST PER LIFT AREA.
7. PROVIDE CONTROLLED FILL MATERIALS CLASSIFIED AS: GW, GP, SW, SP OR
SW-SM BY ASTM D 2487 UNDER SLABS -ON -GRADE.
2
EROSION &SEDIMENT CONTROL
NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO PROVIDE AN ENLISTED DINING FACILITY
AND ASSOCIATED PARKING, FOR THE SOLDIERS IN THE STONE BAY AREA OF MARINE
CORPS BASE AT CAMP LEJEUNE. THE SITE WORK WILL INCLUDE TWO ENTRANCES TO
THE 160 SPACE PARKING LOT. SERVICE ACCESS WILL BE PROVIDED THROUGH A
SEPARATE ENTRANCE FROM RIFLE RANGE ROAD TO THE LOADING DOCK ON THE REAR
OF THE BUILDING. ACCESS TO THE LOADING AREA WILL BE RESTRICTED BY SWING ARM
GATES. THE GATE WILL BE LOCATED WHERE TRUCKS CAN STAGE BEHIND THE GATE
AND NOT INTERFERE WITH TRAFFIC ON RIFLE RANGE ROAD. BICYCLE, HANDICAP,
ENERGY EFFICIENT VEHICLE, AND FAST FOOD PICKUP PARKING WILL BE GIVEN PRIORITY
JUST SOUTH OF THE BUILDING IN THE NEAREST PARKING SPACES. THIS PROJECT WILL
MEET MINIMUM ANTI -TERRORISM FORCE PROTECTION STANDARDS. SIDE WALKS WILL BE
PROVIDED FOR PEDESTRIAN ACCESS ON SITE AND TO ACCESS ADJACENT PARCELS. THE
PROJECT SITE FOR THE STONE BAY DINING FACILITY IS LOCATED IN THE IN THE STONE
BAY SHOOTERS POST ON RIFLE RANGE ROAD JUST NORTH OF BOOKER T. WASHINGTON
ROAD. IT IS BOUNDED BY AN EXISTING GYMNASIUM TO THE NORTH, A WOODED AREA
THAT CONTAINS WETLANDS TO THE EAST, EXISTING OVERHEAD ELECTRICAL LINES TO THE
SOUTH AND RANGE ROAD TO THE WEST. (SEE VICINITY MAP ON THE PLANS G1101).
SITE DESCRIPTION
THE EXISTING TOPOGRAPHY OF THE SITE SLOPES FROM WEST TO EAST TOWARDS
THE HEAVILY WOODED WETLAND AREA IN A GENTLE SLOPE GENERALLY LESS THAN TWO
PERCENT. THE DIFFERENCE IN ELEVATION ON THE SITE IS ROUGHLY 6 FEET FROM
FRONT TO BACK. THE WOODED WETLAND SLOPE GENERALLY AT 3 PERCENT TO A
TRIBUTARY OF THE NEW RIVER ROUGHLY .6 MILES AWAY FROM THE SITE. THE SITE IS
APPROXIMATELY 7.6 ACRES IN SIZE. THE AREA IS APPROXIMATELY 8 PERCENT
IMPERVIOUS CONSISTING OF 1950'S ERA OFFICER HOUSING AND ASSOCIATED DRIVEWAYS,
SIDEWALKS, ETC.. VEGETATION AROUND THE HOUSES CONSISTS OF FOUNDATION
PLANTINGS AND SOME LARGER OAK AND PINE TREES. THE WOOD LINE IN THE BACK
OF THE PROPERTY IS BEING LOGGED BY MCB CAMP LEJEUNE. THE GROUND COVER
CONSISTS MAINLY OF GRASS AND EXPOSED SANDY SOIL. OVERHEAD AND
UNDERGROUND POWER AND COMMUNICATION LINES AND UNDERGROUND STEAM LINE RUN
IN THE NORTH SOUTH DIRECTION THROUGH THE SITE. A 6 INCH WATER MAIN, A
ROADSIDE DITCH AND AN 8 INCH SANITARY SEWER MAIN RUN ALONG THE EAST SIDE OF
RIFLE RANGE ROAD. DRAINAGE AREA MAPS ARE PROVIDED WITHIN THIS REPORT.
CALCULATIONS INDICATE THAT THE TOTAL POST DEVELOPED DRAINAGE AREA IS 7.63
ACRES. THE POST DEVELOPED CONDITIONS ARE 56% IMPERVIOUS WITH IMPERVIOUS
AREA OF 3.21 ACRES, AND PERVIOUS AREA OF 4.42 ACRES. THIS COMPARES TO THE
PRE DEVELOPED SITE CALCULATIONS THAT SHOW8.4% IMPERVIOUS WITH AN IMPERVIOUS
AREA OF .64 ACRES, AND PERVIOUS AREA OF 6.99 ACRES.
ADJACENT PROPERTY
THE PROPERTY TO THE NORTH, EAST, SOUTH AND WEST OF THE CONSTRUCTION
SITE ARE WITHIN STONE BAY POST OF MCB CAMP LEJEUNE MILITARY BASE. THE NEW
CONSTRUCTION CONTAINS SIMILAR FEATURES COMPARED TO THOSE PRESENT IN THESE
ADJACENT AREAS.
SOILS
SEE THE ATTACHED GEOTECHNICAL ENGINEERING REPORT COMPLETED BY
TRIGON ENGINEERING FOR DETAIL SOIL INFORMATION. PERMANENT SEEDING WILL BE
USED THROUGHOUT THE SITE. THIS PRACTICE WILL HELP REDUCE EROSION AND
DECREASE SEDIMENT YIELD FROM RAINFALL, WATER AND WIND BY REDUCING THE
VELOCITY AND VOLUME OF OVERLAND FLOW. PLANT MATERIALS SELECTED FOR
PERMANENT SEEDING SHOULD SUIT THE CLIMATE, SOILS AND TOPOGRAPHY OF THE SITE.
FIGURE 6.11A AND TABLES 6.116 THROUGH 6.11V CAN BE USED IN THE SELECTION OF
PLANT MATERIALS. REFER TO THE VEGETATION PLAN (PAGE 13) FOR ADDITIONAL
DETAILS, SEEDBED PREPARATION, ADEQUATE LIMING, FERTILIZATION, TIMELY PLANTING
AND MAINTENANCE ARE IMPORTANT FOR THE SUCCESS OF PERMANENT SEEDING.
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES
1. TEMPORARY GRAVEL CONSTRUCTION CONTROL ENTRANCE/EXIT - PRACTICE 6.06
THESE DEVICES WILL PROVIDE EASY ACCESS FOR VEHICLES TO THE CONSTRUCTION
SITE, A PLACE FOR VEHICLES TO BE CLEANED OF THEIR MUD AND SEDIMENT BEFORE
ENTERING PAVED ROADS/AREAS AND WILL HELP CONTROL EROSION FROM SURFACE
RUNOFF. DURING WET WEATHER IT MAY BE NECESSARY TO DESIGNATE AN AREA ON
THE ENTRANCE TO WASH VEHICLE TIRES. RUNOFF FROM THIS DEVICE WILL BE
DIRECTED TOWARDS TEMPORARY SEDIMENT TRAPS, SEDIMENT FENCING OR TEMPORARY
BLOCK & GRAVEL INLETS.
3 ' 4
EROSION &SEDIMENT CONTROL �
a
NARRATIVE (CONS
2.
TEMPORARY SEDIMENT TRAP - PRACTICE LLO
TEMPORARY SEDIMENT TRAPS WILL BE USED TO CONTROL THE RUNOFF IN DRAINAGE
AREAS THAT ARE LARGER THAN 1 ACRE BUT NOT EXCEEDING 5 ACRES. OVERALL, THERE
WILL BE 2 SEDIMENT TRAPS NEEDED ON THIS SITE. THEY WILL BE USED TO DETAIN
SEDIMENT -LADEN RUNOFF AND TRAP THE SEDIMENT BEFORE THE RUNOFF ENTERS THE
WETLAND AREA TO THE EAST OF THE SITE. ALSO, THE SEDIMENT TRAPS ALONG WITH THE
SILT FENCE AND DIVERSION DIKES WILL PREVENT RUNOFF FROM ENTERING NEIGHBORING
ROADWAYS.
3.
TEMPORARY DIVERSION DIKE - PRACTICE 6.20
TEMPORARY DIVERSION DIKES WILL BE USED ON THE SITE TO DIVERT SEDIMENT -LADEN
WATER TO TEMPORARY SEDIMENT TRAPS. THEY MAY BE USED FOR DRAINAGE AREAS OF 5
ACRES OR LESS. DIVERSION DIKES MAY BE A RIDGE, EXCAVATED CHANNEL, OR
COMBINATION OF BOTH, AND BE MADE FROM SOIL OR GRAVEL. GRAVEL SHOULD BE
USED WHERE VEHICLES MUST CROSS FREQUENTLY.
4.
TEMPORARY BLOCK AND GRAVES DROP INLET PROTECTION - PRACTICE 6.52
TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION DEVICES WILL BE INSTALLED ON
'
THE PROPERTY. THESE DEVICES WILL HELP PREVENT SEDIMENT FROM ENTERING STORM
DRAINS BEFORE THE DETENTION AREA IS STABILIZED, WHILE ALSO ALLOWING EARLY USE
OF THE STORM DRAIN SYSTEM.
5.
LAND GRADING -- PRACTICE 6.02
GRADING WILL OCCUR ON THIS SITE THROUGHOUT THE CONSTRUCTION PERIOD. GRADING
WILL CAUSE SHIFTS IN THE ESTABLISHED DRAINAGE AREAS, SO AFTER EACH PERIOD OF
GRADING, EROSION AND SEDIMENT CONTROL PRACTICES WILL BE ADJUSTED TO
COMPENSATE FOR ANY CHANGES.
6.
S DE (MENT FENCE - PRACTICE 6.62
SEDIMENT FENCE (SILT FENCE) WILL BE USED AROUND THE PERIMETER OF THE
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PROPERTY. THIS FENCING WILL RETAIN SEDIMENT BY REDUCING SHEET FLOWS AND
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PROMOTING DEPOSITION. ALSO, DEPOSITION AREAS SHOULD BE PLACED AT READILY
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ACCESSIBLE POINTS TO ENCOURAGE ROUTINE CLEANING AND MAINTENANCE. CAUTION
-' FA -
SHOULD BE USED DURING THE DESIGN OF A SEDIMENT FENCE TO PREVENT FAILURE FROM
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UNDERCUTTING, OVERTOPPING OR COLLAPSING, AND TO ENSURE THAT FLOW BYPASStA
AREAS AND OVERFLOW OUTLETS ARE STABLE.
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PERMANENT SEEDING - PRACTICE 6.11
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PERMANENT SEEDING WILL BE USED THROUGHOUT THE SITE. THIS PRACTICE WILL HELP
REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM RAINFALL, WATER AND WIND BY
s,amm Ff
REDUCING THE VELOCITY AND VOLUME OF OVERLAND FLOW, PLANT MATERIALS SELECTED
FOR PERMANENT SEEDING SHOULD SUIT THE CLIMATE, SOILS AND TOPOGRAPHY OF THE
Rm MIS
SITE. FIGURE 6.11A AND TABLES 6.11 B THROUGH 6.11V CAN BE USED IN THE
LATE
MVVNM
SELECTION OF PLANT MATERIALS. REFER TO THE VEGETATION PLAN (PAGE 13) FOR
ADDITIONAL DETAILS. SEEDBED PREPARATION, ADEQUATE LIMING, FERTILIZATION, TIMELY
PLANTING AND MAINTENANCE ARE IMPORTANT FOR THE SUCCESS OF PERMANENT SEEDING.
ACTMt}Y _ SATISFACTORY
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8.
TEMPORARY SEEDING- PRACTICE 6.10
APPRM
TEMPORARY SEEDING WILL BE USED THROUGHOUT THE SITE. THIS PRACTICE WILL HELP
CONTROL RUNOFF AND EROSION UNTIL PERMANENT VEGETATION OR OTHER EROSION
FOR COMMM40 MVFAC
CONTROL MEMBERS CAN BE ESTABLISHED. TEMPORARY SEEDING ALSO PROVIDES RESIDUE
DATE
FOR SOIL PROTECTION AND SEEDBED PREPARATION AND HELPS REDUCE MUD AND DUST
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PRODUCTION DURING CONSTRUCTION. PLANT SELECTION CAN BE AIDED WITH THE HELP
DESIGNER
OF TABLES 6.10A-6,10C. TABLE 6.10A SHOULD BE USING FOR SEEDING IN LATE WINTER
REVIEWED BY
AND EARLY SPRING, 6.108 FOR SUMMER AND 6.10C FOR FALL. SEEDBED PREPARATION,
"C
LIMING AND FERTILIZER ARE ESSENTIAL FOR SUCCESS. ALSO, MULCHING MAY BE NEEDED
DESIGN MANAGER
UNDER HARSH SITE CONDITIONS,
FIRE PROTECTION
9.
MULCHING (STRAW NET BLANKET)BRANCH PRACTICE 6.14
MANAGER
STRAW NET BLANKETS WILL BE USED TO HELP CONTROL EROSION, THEY WILL BE USED ON
ENGINE
ENGINEERING DIR.
SLOPES THAT ARE NO GREATER THAN 2:1. IT IS IMPORTANT TO OBTAIN A FIRM, CONTINUOUS1
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EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
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THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS MAY REQUIRE PERIODIC
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TEMPORARY SEDIMENT TRAPS SHOULD BE INSPECTED AFTER EACH PERIOD OF SIGNIFICANT
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TEMPORARY DIVERSION DIKES SHOULD BE INSPECTED ONCE A WEEK AND AFTER EVERY
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AS THE BLOCK AND GRAVEL DROP INLETS ACCUMULATE SEDIMENT AFTER EACH RAINFALL,
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8. RESEED AND MULCH AREAS WHERE TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR, MAXIMO NO.
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TEMPORARY SEEDING IS PRESENT, AND PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. SPEC. NO-
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FOR EROSION, DISLOCATION OR FAILURE. WHERE EROSION OR WASHOUT OCCURS, REPAIR
THE SLOPE GRADE, AND REINSTALL.
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SHEEP 11 OF 168
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51.73 55.00 FACILITY I _ I DESIGN MANAGER
F.F.E.55.OQ 55XN, I I �--� FIR PR
5i' S4.50 ' E OTECTM
50.9 5 (� ' ` �- - r I - 4 INFILTRATION BASIN #4 rO '
c "�•�+� �' y\ ` 54 U ��/�' BRANCH MANA{;ER
ENGINEERING Di1R.
51.78 - ` f, .8o-- 5 .0 .Y I 4
5 •7 54.5
51.5 54.5 54.$ ;52 ; 53,13 = 4.10 D----s�------------_ --- ❑ INFILTRATION BASIN #5 Uni y� z log
z
5 q FL53.20 54.10
TC52.8 2 r •1 -' 5 .�0 i 4
- _ <� r W
� ;' FL53. 10 12 ❑ FILTER STRIP , o
FL52.3 C53.80 z ,_j
�
-r 53.00 �-
+-` TC53.50 L--= 52 ~7 p' , , 54 W Q o z
C52.85 + 7 p 8A s�f FL53.30 �4_- El BYPASS STRUCTURE 1 z ❑ o
FL53.00 52. 53.00 TC53.80 `---� - - # W - ! In
w : L52.35 iCi53 50 11 S3-1 L53.30 53 5 ` -- -s4- a o Y
I -XI_ 4`" L53 Q + + + INV= 53.75 TC5 . C5 ,50 TC55,50 'r -\ 8 BYPASS STRUCTURE #2 �`' Q
�_ ,w a 50 3� 5,3 4 80 55
50---- Q h O \ + + 5 ni Qi ~ d w�Y v r\ I \ \\ U Z Q
48.OtM 49.E `'non `+++++ ;�;.;r �� ��, q�;; �� I�
w 52 � � � F 54.3 FL54.30 � y � � o h h � � u- Q
NV=51.3 z q a o „ II i �6» I EW -__-c�{b`a n �y " -spa'- El
#za ='. I ,s BYPASS STRUCTURE 3 V
---¢ - -- _ --==_- so-- ------- -__ _ __------ - _ -_-'----- --- _-� -, -- __�=_=_- - -- D - - -- - -- _ �= - _- --w `" BYPASS STRUCTURE #4 U LJ.I
- - -5_ - _ - ---- - - - -I� �-,1_ _ - Es-_ __ -- --_- - _ Z_ Z
C51.70 = . "_ %'�_ _ - - T V `� 1 �� . --- - 11 BYPASS STRUCTURE #5 W Z
aT C
-�Q_ 0.84% FL51.85 ® 0.84% - - SD T FL54.00 RAN R0A $. F 2 \ h _ - W ❑ cn
- -, _ ----�- - 54---------- _-- INV=53. '- 12 INFILTRATION BASIN STORAGE ELEVATION �. �...
----_ �„^y 52..� o 51,'.9,-_ , s¢--------�_ _x ---- Z � � c� �
x-----------, { - o ``� ` `` s - `rN - �_y EUC �` E - ' , i ' Qy f INV=52. ,�' d c�\-i 15 /�LP t' ,_ 7� - - 54---------- z W
------ 51------__��__ '--Y- i \ - S 1 r' I�JJJJ`� r "�--��5�---, )=U - c4 _� 54------ W W Z T
51 _
___ - _--------j 53.��tMG 1 ,
_=-_--52„-= -_ -- -- ---- __ _- _---_ __ \------;j-------�' �'`� ,' ,�`- 13 EMERGENCY SPILLWAY AND LEVEL SPREADER ,-
-----------
a.
I t 7x W
a g h° z 14 LEVEL SPREADER #2(BYPASS) _ � -'
O �O'Z
u-
Q !!
o ° LL La z
LLJ
----------- ¢ W
_ _
P- -- ----------- = ________-__ d Z w
LLI
h^ GRAPHIC SCALE(S) CODE NO. $0091 SIZE D
:3.1' yy i ; SCALE: 1 r•=40'
0
rl 4 T MAXINO NO.
` -- _ ---T-- 52 _ . ________________ 0 20' 40' 80' 160' roe ORDER NO. P-1184
r ti-- _- =u� --5�-- ---- ---�- - - --
1'=40' SPEC. NO.
CONSTR. CONiR_ NO.
NAVFAC DRAWING NO.
12513960
SHEET 6 OF 168
CG101
1 2 3 4 5
ORAWFOR►1 REVISION: 01 AU00 G,15T 24
.APR 2 2 2008
(DCLEAN OUT
RIM=50.98
6 _ _ _ INV.=48.89
13 O DROP INLET 7A CLEAN OUT
,� _, 4- +, .•, � 1 � �, - � , 0. RIM=51.40 RIM=50.20
r INV.=49.20
+ 49.$0 `-__.' � _ _ INV.=48.58
49
+ + + `--48-- ` -- - '�. L Q DROP INLET ® DROP INLET
+ + ' ' RIM=51.10 RIM=52.10
1 12 \ --�,� - ���r� , ,` INV.=48.96
INV.=49.98
\
47.5 t G 2 \ _ �s---_ _ _ �~ , NI\, 4 FES
49.50 8A CLEAN OUT
, ,
\?o
49.50 49.6D ��`��� \ ', ', - - �� INV.=48.42 RIM=53.85
,INV.=50.15
�, y 49.$ \ �� ' , _
I ,
46
�.\\ . /\ \\ j' a DROP INLET
\ l f q
'\ + y •- ' ' -�� - } .. .•.': .•. ,'Y9 `I '� / `\, i � .3 /P�1 `♦ �♦ \! RIM-52. l0
`y yy 14 + ±�' :.... `♦ I � F 12 �� + !' r' '� �`� ,' �� rr\�`, INV.=48.68
I 3,7N33 X-H,7 .01 ',
O tc + + ....... `. r .'- \ \ * + n n
x - +• g �' \ r ', C6) DROP INLET W/ 18 X18 GRATE
+ 'yy `� j y, _ y ` \ \ +2 + i-j' + i/ `y r' \ , `\ RIM=51.70
- 49.0 - a 1 INV.=48.79
' 48.5 _ +,
++++ 50.50 50.8 r + + + +++
x g 48� 49.5 \,_ + + 4 ``., PIPE
50.70 51.00 y + - + 1 -
1 g� - y 49 , + #A` . 13 `, ' QTO 0 93 LF 18" 0 0.28%
- ' 1149.50 � -- .87 ,- 0.5 49.5 \, - - 49 �,, 49.0
`. _ - 47.90 . - �, �,\ �, `, ,, Q3 TO Q2 134 LF 15 0 0.28%
• ' 49.08 49.50 �`y� Q TO (D284 LF 18" 0 0.17%
50.0 r 51.70'
' 51.40 � x \
,
8.8 =: � � - - .- .� �� ',, Q TO Q5 70 LF 12" 0 0.169'
51.40 49.22 - .�4 °
r 49. k9 \ l
49.28 5� �0. TF-1 - r _ „
• r TW51.30 L _ 12 9 Q TO Q5 78 LF 12 0 1.15%
50.40 51 3 I o 8A TO
49. 0 ® 26 LF 12" ®2.19%
60 50.1 0 I' 50.205 I 1 s �,
,,,_ ,,,, 54.00 _ a - �'J TO a 48 LF 12" 0 0.17%
NN
.50 r7
80
3 7A 7 y 7ATO (D192 LF 12" 0 0.17%
- == �0� x o x a o n 1.50 1 -� - -
\ ` 51.5 5,r.40 2�
51.5 l TW55.00 _ 5 3 I I 7
►^. y 50.33 51.00 ,51 52.2 2
50.0 1.22 1 67 -� - _ - it
8
CoRAWL SPACE~ EL=49.67 55.00 I 51.74
C
0
J

2
3
5
c
Y
CL
CD
N
UD
1
00
0
1D
N
a
N
C
0
0
In
0
U
U
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L
V)
0
0
Z
n
a
U
RIGID LEVEL SPREADER LIP
6"X6" CONCRETE BEAM WITH 8'
MINIMUM LENGTH ANCHORED BY 4'
SECTIONS OF #5 REBAR ® 3 PER 8'
SECTION -
EMERGENCY
SPILLWAY
INSIDE SLOPE
OF THE BASIN
TlI,III_�
- illy
I
5.0'
12" THICK 14 (1-2")
EROSION CONTROL STONE
VEG FILTER ----
I I I I-
NON -WOVEN GEOTEXTILE
FABRIC MIRAFI 140-N
1. VEGETATE THE EMERGENCY SPILLWAY AND REINFORCE WITH
TEMPORARY DOUBLE WOVEN EROSION CONTROL MAT (INSTALLED PER
MANUFACTURERS SPECIFICATIONS)
2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM
SPREADING OF STORM RUNOFF.
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON
FILL).
4. TIE THE LEVEL SPREADER UP 3 FT INTO EITHER SIDE OF THE
SPILLWAY EMBANKMENT TO AVOID WASHING AROUND THE LIP.
5. THE LIP OF THE LEVEL SPREADER SHOULD BE FREE OF ALL
OBSTRUCTIONS. SET THE LIP OF THE LEVEL SPREADER 3-4"
ABOVE THE SOD & EROSION CONTROL STONE TO AVOID BLOCKAGE.
LEVEL SPREADER LIP
NO SCALE
RECEIVING STREAM
OR DRAINAGE WAY
LEVEL SPREADER i W W i i i i i i i i i
MECHANISM -VEGETATED+ FIL,TEF;'
i i i �•
i i i i i i i i �► W i i
i i i W i .� •1 i i i V' i
TFtY i i i i i i i W W
i •,. i •► •Y i i i W i i i
50' (MIN)
FROM TOP OF BANK
INFILTRATION
BASIN
PIPE TO INFILTRATION
BYPASS
ELEVATION
(FT)
INVERT
LENGTH
(FT)
1
48.83
9
50.00
3
48.50
16
49.40
4
49.08
10
50.10
LEVEL SPREADER &
EMERGENCY SPILLWAY
d
LEVEL SPREADER
FLOW
NOTES LEVELSPREADER
EADER
1. THE VEGETATED FILTER SHALL BE A MINIMUM OF 50' LONG MEASURED PERPENDICULAR FROM THE UP OF THE LEVEL FLOW
SPREADER TO THE TOP OF THE BANK OF THE RECEIVING STREAM, WETLAND OR DRAINAGE WAY.
2. THE VEGETATED FILTER SHALL BE AS WIDE AS THE LEVEL SPREADER MECHANISM (10' MINIMUM).
3. THE VEGETATED FILTER MAY BE NATURAL, UNDISTURBED VEGETATION IF THE AREA CONTAINS DENSE, NON-INVASIVE, GRASS
TYPE VEGETATION.
4. IF NATURAL VEGETATION IS NOT SUITABLE, VEGETATE FILTER (PER SEEDING SCHEDULE) IMMEDIATELY UPON CONSTRUCTION.
VEGETATED FILTER
NO SCALE
TOP OF BANK
STORAGE ELEVATION
BOTTOM ELEVATION
BYPASS/OVERFLOW
ELEVATION
INFILTRATION
FLOW
INVERT
NO SCALE
12" PIPE @
0.0070
j -
INFILTRATION
FLOW
0
Fc--A
:.,•.: ':
Y ' _-.; -.::.;:,� ,-
INFILTRATION
= :"',:�'i.; a'::..': i :�.;: ,':R; •;ti:
FLOW
�� ~
E• � fi� �'°j' Se
'
INFILTRATION
::::. �'.�.':.�: ",•.:,;..., •r �:'x::a
FLOW
LA
0
BYPASS STRUCTURE
NO SCALE
9.5 LF OF 8"
PIPE 0 0.00%
INV = 50.13
6
T Po
L�^
.�kA
INVERT SHALL BE THE
SAME ELEVATION AS THE
L' INFILTRATION BASIN
BYPASS/OVERFLOW
ELEVATION '"
FLOW
INV. =47.90
INV. =47.87
5 LF OF 12"
PIPE 0 0.68%
FLOW
BYPASS STRUCTURE
NO SCALE
4.0'
2
15 LF OF 12"
PIPE 0 D-00%
INV = 47.87
INVERT SHALL BE THE
SAME ELEVATION AS THE
INFILTRATION BASIN
,•``'��'N CAR
1 EAL
33574
/R"lliflrIf1110v
uA,
xI D
----- 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL SEAL I
CONDITIONS, IF AVAILABLE. 5"fflD IV
2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. FM mDw
DATE
APPIiOrED
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
AC7NIIY - SAT6fACiORY TQ
OVITE
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH "''�
SOIL (SEE BELOW)
FOR i( IZ wAc
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS DES - DATIE DR -
PREPARED 4 TO 5 INCHES DEEP. CHK
SECTION B-B
14.25' 6"
DESIGNER
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING REVIEWED BY XXX
EQUIPMENT OR CULTIPACK AFTER SEEDING.oc
14.25' 1DESIGN MANAGER
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. FIRE PROTECTION
BRANCH ANWAGER
---I ELEV =Q 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE ENGINEERING DIR.
I= PLANTING SEASON IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, s
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. v ; z
U W
9. CONSULT CONSERVATION INSPECTOR OR MAINTENANCE TREATMENT AND FERTILIZATION J
Z � �
III AFTER PERMANENT COVER IS ESTABLISHED. w Q Z 5;
ELEV - 50.13
Z 0 , 0
. ' *APPLY: AGRICULTURAL LIMESTONE - 2 TONS ACRE W Y
SECTION A --A - FERTILIZER - 1000 LBS ACRE 10-10-10 / U
3 BARS 0 12" C C / ( ) t a J
SUPER PHOSPHATE - 500 LBS/ ACRE (20%) Zd J w
MULCH - 2 TONS/ ACRE (SMALL GRAIN STRAW) a z U o
ANCHOR - ASPHALT EMU'_SION AT 450 GAL = O
Q
U Cr3 W z
z ZZ o
SEEDBED PREPARATION 20
W o
z Fn cl) Q
ZW �8 z
Sz 4;11:
�//NOT/� �j� 1. THE ENTIRE INFILTRATION BASIN SHALL BE SEEDED PER THE SEEDING SCHEDULE
//� \\�/ IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION.
SIDE SLOPE
4" MIN CLEAN SAND
2' MIN
SHWT ELEVATION
2. THE BOTTOM SHALL BE OVER EXCAVATED 4" AND BACKFILLED WITH CLEAN SAND
TO THE BOTTOM ELEVATION SPECIFIED.
INFILTRATION
BASN
A
(FT)
B
(FT)
C
(FT)
1,3,4
49.50
49.0
70.0
2
49.50
49.17
30.0
2(BYP4SS)
1 48.75
1 48.50
1 30.0
ww
1i
Z
0
Q
U
D
a W U
Li
L-7
z�-�
�
W�
W J >
= a
~U
a
o >
'z w
U
m
a Q w U
3. IF HARDPAN OR OTHER UNSUITABLE SOILS ARE ENCOUNTERED, OVER --EXCAVATE TOP OF DAM 3 3 A a z W
THE BOTTOM A MINIMUM OF 2' AND BACKFILL WITH ENGINEER APPROVED SANDY ; I� 1 PIT
---CODE ID. N0. 80091 srzE D
-I I (--I I SCALE: NONE
SOIL MATERIAL.
iLEVEL SPREADER LIP B MAXIMO NO.
4. IF THE BASIN IS USED AS AN EROSION CONTROL DEVICE, THE BOTTOM MUST BE - - - _ ORDER "°. p-> > 84
" I I I I- _---I I r SPEC. N0.
COMPLETELY CLEANED OUT, OVER -EXCAVATED 6 AND BACKFILLED WITH AN -� I ICI I I -=III -=III-{ I I ---III-III- CONSM CONTR. NO.
ENGINEER APPROVED SANDY SOIL MATERIAL.
"AYFAC
INFILTRATION BASIN EMERGENCY SPILLWAY DRAWING NO.
12513962
INFILTRATION
BASIN
SHWT
ELEVATION
(FT)
TOP OF
BANK
(FT)
BOTTOM
ELEVATION
(FT)
STORAGE
ELEVATION
(FT)
SIDE
SLOPE
(1V:_H)
2
45.87
49.5
47.87
49.17
3
5
48.13
51.5
50.13
51.40
3
1 ' 2 ' 3
c
SHEET 8 OF 168
NO SCALE
CG501
4 DtiAwFOR11 RE4�lOFI: G, AUGUST 2004
J
r�FR 2 2 ZOOS
� ,�ft i � 'I ,'l, •11 �- �- l j}i 1,! � � 1. � I• '' �=.1,1',� 5 Its li �•�!

C
LO
CD
0
0
w
NIA 1qAk1rXE1WE14T
3
SUBMITTAL (SITE 2
MARINE CORPS BASE CAMP LEJEUNE, NC
MORGAN BAY
4
A
1
N.` "a �
1
b
e�
i
DIXON
SNEADS
FERRY RD.
RIFLE RANGE RD.
SNEADS FERRY RD.
PROJECT SITE
STONES &1Y
PINEY GREEN
GATE ENTRANCE
1
1
FARNELL BAY
Y
y
f
FRENCH CREEK -- f
BORROW SITE
, o
�Y
r
�1 1
s:
AREA MAP
NOT TO SCALE
rG1 RD9
[711
1 r�f-
\ Z
SITE 2 �`
Of
SHOOTERS
PARKING
LOT
a
SITE 1
y TRAINING
FACILITY
� N
G
LOCATION MAP
NOT TO SCALE
N/A
DESIGN ARCHITECT
N/A
DESIGN STRUCTURAL
DESIGN MECHANICAL
DESIGN ELECTRICAL
5
Kinston Dover /
ew Bem
Tuscarora CN
Trenton OAK GROVE
CHERRY POINT
Pollacksville
Havelock I Otway' !
Hillk Comfort Maysville
Richlands eaufort J
og orehead City f r
3eulaville 7J/i
Jacksonville 4
NC 24
Swans oro
Verona
ti' CAMP LEJEUNE E
Dixon 0 C,
J
Folkston
Holly idge
Burgaw
Words Comer G
N
FEampstead
S(((cotttt Hill
Acme
Delco \ Wilmington ',
Ag ie Bolton Leland y
VICINITY MAP
NOT TO SCALE
Olive
Warsaw
Magnolia
%L Rosehill
Wallace
NAVFAC COMMAND
COMMANDER NAVFAC / B.L.T.L.
DESIGN CIVIL
N/A
DESIGN FIRE PROTECTION
N/A
INTERIOR DESIGN
GEOTECHNICAL
2Cv^ Fig— ZGI'
AOO
ti
a.'JY
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LTD.
NORFOIX, VIRGINIA
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
DES
DRW CA�
CHK
PM/DM DWB AS
BRANCH MANAGER
CHIEF ENG/ARCH gGA
z
�V�
o�
z W
W ~
J
K Q
Q_
rortt
�
o
z_
Cz
C
C
o
cc
Ld
Ld
0
F
2
z
cc
W
Z
Lv
z
__j
~
z
Q
w
cn
w
W
�=
�
L,-I
O
�J
Q
Q
00 J
LL
cn Q
IZ
Ld W
SCALE: AS NOTED
EPROJECT NO.: 11
CONSTR. CONTR, NO.
NAVFAC DRAWING NO.
12661719
SHEET OF
G1001
F11
0
j
DRAWFORM REVISION: 10 MARCH 2O09

1 1 2
'l
I
a
ad
0
V)
�B
I
0
N
0
4
0
0
0
CD
0
cn
U
W
CD
0
N
u
co
o
A0
J
m
n
E
n
to
C>
0
0
202 PARKING SPACES
FROM PROJECT P-1286
510 PARKING SPACES
LIMITS OF
DISTURBANCE
r r
ii
i
i
:
`II
,��y�
��v�L SPREADER
r
lid w
r
,
t �
ti
ACCESS ROAD
FROM PROJECT P-1286
GRAPHIC SCALE:
50' 0 50' 100' 200'
1"=50'
5
9
3
r
p 302
rr+uu �►yy•,
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER —SURVEYOR, LTD.
NORFOL K, MRGINIA
A/E INFO
APPROVED
' FOR COMMANDER NAVFAC '
ACTIVITY
FACTORY TO DATE
CQ DRW
CHK kB
DM DWB AS
NCH MANAGER MAD
F ENG/ARCH BGA
[DE
s
U
z WZL J
N
P
�
Q
w
J
W
H
Z
o
W�
Q
U
W
Z
p
Q
Z
W
U
�
0
H
w
Z
U)
O
w
Z
of
Z
o
z
Ld
w
cn
w
W
J
0
i
F LL
m
Q
J
a
o¢�
o U
w
L�
Z
"LLJ W
Z I-
>
0
a
p �
cn
�
SCALE: AS NOTED
EPROJECT NO.: l i u3
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12661765
SHEET 47 OF Iva
CSoo2
DRAWFORM REVISION: 10 MARCH 2DDB
I
C
11
ulk

2
I
4 � 5
I
C
m
0
J
O]
2
/
N
CD
¢C7
E
CD
0
N
w
w
r
ATCH LINE SHEET CS114
NOTES:
DI
CURB
(SEE SHEET C-507/D4)
[:fl
CURB
&GUTTER (SEE SHEET C-507/C4)
[7]
4" WIDE WHITE PAINT STRIPE (SEE SHEET C-511/C1)
15
NORMAL DUTY BITUMINOUS PAVEMENT
(SEE
SHEET C-507/D1)
19
LEVEL
SPREADER W/ VEGETATIVE FILTER
(SEE
SHEETS CG112 & C-506/83)
W
20
SAND
FILTER (SEE SHEETS C-522 & C-523)
O
Z
23
PAINTED ISLAND (SEE SHEET C-511 /C2)
[70]
LEVEL
SPREADER FOR SAND FILTER DISCHARGE
(SEE
SHEET C-506/A4)
IV
SY:
i
KEY MAP
GRAPHIC SCALE:
25' 0 25' 50' 100'
1 " = 25'
IN
Z
E
U
0
t
SEAL -
=� 8302
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
INFO
APPROVED
FOR COMMANDER NAVFAC
ACTMIY
SATISFACTORY TO DATE
DES W DRW W CHK ALB
PM/DM MOMS
BRANCH MANAGER MAD
CHIEF ENG/ARCH BGA
o S
U�
U
Z x
Lu
z J
W CL
Z
W a
a G
o
W�
s
a CU
x
�o
o
Z
02
Z
O
Z
f..�
V
Z
cc
VJ
W
Z
Z
o
0
�
Q
W
fr
W
F
�J
(L
W
Q O
WT QL
�m/� �
J
r , ,
li
C J
oar
o U
a
Z
W w
a
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C/)
�
SCALE: AS NOTED
EPROJECT NO.: 11m$
CONSTR. CONTR. NO
NAVFAC DRAWING NO.
12661779
SHEET 61 OF 3m
CS112
ORAWFORMA REVISION: 10 MARCH 2O00
191
■
0
r rr." - r , f
1' p 1 J 1 i If
t ,

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3
4 i 5
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2
WJ�
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Q
n5
I
/ / �/rxlt�
.11.01- n ---- 52.82 z11 bl5. /5 i �c 54.72 54.70 I
.�..
MATCH LINE SHEET CS115
NOTES:
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42 PAVEMENT INTERFACE (SEE SHEET C-507/D2)
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STORM
STRUCTURE
DATA
STRUCTURE NO.
STRUCTURE
DETAILS
LOCATION
C.B.
W/ CURB
87
RIM
= 31.47
N:
309205.57
INV.
15" (E) =
25.6588
E:
2468232.49
F.E.S.
N:
309204.46
INV.
15" (W) =
24.70
E:
2468292.98
C.B.
91
RIM
= 50.60
N:
308395.85
INV.
15" (W) =
47.22
E:
2465930.64
F.E.S.
92
N:
308373.46
INV.
15" (NW)
= 48.00
E:
2465908.37
C.I.
RIM
= 51.40
93
W.
15' (E) =
47.16
N:
308391.36
INV.
15' (SE)
= 47.18
E:
2465900.77
INV.
18' (W) =
46.91
C.I.
94
RIM
= 50.54
N:
308389.68
INV.
18" (E) =
46.04
E:
2465742.61
INV.
18" (W) =
46.04
95
C.I.
RIM
= 47.24
N:
308353.10
INV.
15" (N) =
43.00
E:
2465669.88
C.I.
RIM
= 49.68
96
INV.
18" (E) =
45.60
N:
308385.18
INV.
15 (S) =
42.94
E:
2465662.10
W.
18" (NW)
= 42.69
C.I.
97
RIM
= 45.19
N:
300697.07
INV.
15' (NW)
= 40.61
E:
24fi5475.02
C.I.
98
RIM
= 44.54
N:
308719.59
INV.
15' (SE)
= 40.54
E:
2465450.26
W.
15" (W) =
40.54
99
C.I.
RIM
= 40.97
N:
308718.22
INV.
15' (E) =
36.38
E:
2465321.10
C.I.
RIM
= 42.92
INV.
15' (E) =
38.80
N:
308718.97
100
INV.
18" (SE)
= 38.80
E:
2465392.06
INV.
15" (W) =
36.24
INV.
18' (N) =
34.36
DIVERSION BASIN
RIM
= 41.14
101
INV.
18* (S) =
34.25
N:
308728.14
INV.
18(N) =
34.25
E:
2465391.96
INV.
18" (W) =
34.25
C.B.
(NCDOT)
102
RIM
= 34.05
N:
308754.25
W.
18' (S) =
31.55
E:
2465393.33
F.E.S.
103
N:
3D0751.15
INV.
18' (E) =
32.50
E:
2465314.86
STRUCTURE
104
RIM
= �zr.®
N:
308863.13
=
27.42
E:
2465299.12
F.E.S.
N:
308894.75
105
INV.
15- (S) =
27.25
E:
2465287.68
STORM STRUCTURE
DATA
STRUCTURE NO.
STRUCTURE
DETAILS
LOCATION
C.I.
106
RIM
= 46.23
N:
308325.20
INV.
15' (W)
= 41.88
E:
2465455.62
C.I.
107
RIM
= 44.73
N:
308304.41
INV.
15' (NW)
= 41.61
E:
2465341.50
C.I.
RIM
= 44.69
108
INV.
15* (E) =
41.61
N:
308324.11
INV.
15 (SE)
= 41.55
E:
2465321.37
INV.
18" (N)
= 41.30
C.I.
109
RIM
= 44.12
N:
308520.19
INV.
18' (S) =
40.91
E:
2465319.29
C.I.
RIM
= 44.76
110
INV.
18" (N)
= 40.83
N:
308480.36
1NV.
18 (S) =
40.83
E:
2465319.71
INV.
18' (W)
= 40.83
DI ERSION BASIN
RIM
= 44.21
111
INV.
18" (E) =
40.76
N:
308480.26
INV.
18' (W)
= 40.76
E:
2465310.54
1NV.
18' (N)
= 40.75
C.B.
(NCDOT)
112
RIM
= 40•55
N:
308479.99
INV.
18' (E) =
38.05
E:
2465285.71
C.B.
113
RIM
= 41.98
N:
308533.59
INV.
18" (S) =
39.32
E:
2465309.98
INV.
18" (E) =
39.32
C.B.
114
RIM
= 44.10
N:
308533.96
INV.
18' (W)
= 39.14
E:
2465345.14
INV.
18" (N)
= 39.14
C.B.
(NCDOT)
115
RIM
= 41.96
N:
308671.45
INV.
18" (S) =
38.45
E:
2465343.68
INV.
18' (W)
= 32.85
F.E.S.
116
N:
308670.72
INV.
18' (E) =
32.50
E:
2465274.68
C.B.
W/ CURB
117
RIM
= 40.55
N:
308260.32
INV.
15" (NW)
= 37.50
E:
2465404.69
C.B.
118
RIM
= 44.97
N:
308334.56
INV.
15" (SE)
= 37.32
E:
2465355.26
INV.
15' (N)
= 37.32
C.B.
119
RIM
= 43.27
N:
308601.71
INV.
15' (S) =
36.79
E:
2465352.42
INV.
15' (W)
= 36.46
C.I.
120
RIM
= 40.95
N:
308716.26
INV.
18' (S)
= 35.43
E:
2465317.20
C.I.
121
RIM
= 41.79
N:
308664.18
INV.
18" (N)
= 35.33
E:
2465317.76
INV.
18" (S)
= 35.33
C.I.
RIM
= 42.80
122
INV.
15' (E) =
36.39
N:
308601.35
INV.
18(N)
= 34.82
E.
2465318.42
INV.
24" (W)
= 34.39
STORM STRUCTURE
DATA
STRUCTURE NO.
STRUCTURE
DETAILS
LOCATION
DIVERSION BASIN
RIM = 41.38
123
INV. 24" (E) =
34.25
N:
308601.25
INV. 18' (W) =
34.25
E:
2465309.26
INV. 18' (N) =
34.25
C.B. (NCDOT)
124
RIM = 34.05
N:
308600.96
INV. 18' (E) =
31.55
E:
2465281.93
C.B. (NCDOT)
125
RIM = 40.40
N:
308631.08
INV. 18' (S) =
34.01
E:
2465308.94
INV. 18' (W) =
32.77
F.E.S.
126
N:
308630.72
INV. 18' (E) =
32.50
E:
2465275.11
STRUCTURE
127
m
N:
308715.18
7�435.2
I =
26.80
E:
2465161.25
F.E.S.
128
N:
308607.17
INV. 15' (N) =
26.25
E:
2465176.24
F.E.S.
129
N:
308369.14
INV. 15" (W) =
46.60
E:
24657fi6.00
F.E.S.
130
N:
308361.89
INV. 15" (E) =
45.00
E:
2465650.80
F.E.S.
131
N:
308314.27
INV. 15" (SW)
= 41.00
E:
2465483.56
F.E.S.
132
N:
308257.56
INV. 15" (NE)
= 39.10
E:
2465389.37
LAYOUT NOTE:
LOCATION COORDINATES ARE AS FOLLOWS:
C.B. = CENTER OF STRUCTURE
C.B. W/ CURB = CENTER OF STRUCTURE
C.I. = CENTER AT FACE OF CURB
RIM ELEVATION NOTE:
RIM ELEVATIONS OF CURB INLETS AND CATCH BASINS W/
CURB ARE BASED ON THE CENTER OF THE STRUCTURE AT
THE FACE OF CURB.
RIM ELECATIONS OF ALL OTHER STORM STRUCTURES ARE
BASED ON THE CENTER OF THE STRUCTURE.
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ACTIVITY
INFO
10"--12" DIAMETER CAST IRON H-20 TRAFFIC SATISFACTORY TO DATE
RATED ROAD BOX FLUSH WITH SURFACE. DO DES CAB JDRW CAD ICHK AL
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NOTES:
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MAX. DEPTH FOR 48" MH. WITH
5" WALL SHALL BE 12'.
OVER 12' DEEP USE 60" MH.
WITH 6" WALL.
GROUT USING 1:2
CEMENT MORTAR MIX
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NOTES:
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MONOLITHIC TYPE.
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INSIDE DIAMETER SHALL CONFORM
TO THE FOLLOWING:
MAX. DEPTH FOR 48" MH. WITH
5" WALL SHALL BE 12'.
OVER 12' DEEP USE 60" MH.
WITH 6" WALL.
GROUT USING 1:2
CEMENT MORTAR MIX
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"
rn
HINGED GRATE
3 #4 CC` ""'""r.
6" PERFORATED PIPE
(TYP.) ® 0.50% (MIN.)
BRICK OR CONCRETE WALLS
ROUNDED ENTRANCE
FLOW
\\- INVERT ELEVATION OF INLET IS
INVERT ELEVATION OF OUTLET PIPE
#5 ® 9" EACH
MIDDLE OF WALL
3
I- - - 12„
I I CONCRETE CURB
6" CONCRETE f & GUTTER
CURB
III
III 3 #4 BARS
C-51
I I CONCRETE
GUTTER
CONSTRUCTION JOINTS (TYP.)
IN PROVIDEIOUS WEEP HOLIES IN ENT AREAS
12"
SIDES. SEE "C5" FOR SELECT SELECT MATERIAL
MATERIAL INFORMATION NOT BACKFILL ON ALL
SHOWN. FRAME & GRATE IN ACCORDANCE SIDES. PERVIOUS
WITH CID A-A-60005 STRUCTURE RIM CONCRETE C_509
FINISHED STRUCTURE RIM PAVEMENT
GRADE FIG. 6, SIZE 22A FOR FRAME
FIG. 14, SIZE 22A FOR GRATE
r .r
1" GROUT . . •'� r ■. ° e o ° ° o ° o
_ 4
STEP AT L�
r A 16" O.C. [>'
" 3'-0" SQUARE °.
INV. ELEV. OF
C.B. IS INV. °
ELEV. OF OUTLET
A D
CB(NC DOT) SE �,��"f
SHEET C-514/B 12 PLASTIC HARDWARE CLOTH 1 /4 �N CAR�'
MESH OR GALVANIZED STEEL WIRE, �ssi''
A
MINIMUM WIRE DIAMETER 0.03", NUMBER
Jt
4 MESH HARDWARE CLOTH ANCHORED in
n�, FIRMLY TO OUTSIDE OF THE STRUCTURE. 8302 �.
CENTER WEEP ON STRUCTURE FRONT
AND BACK.
8" #57 STONE SECTION SEAL
COMPACTED SUBGRADE B N.T.S.
CATCH BASIN WITH CURB
• •° 2" x 4" C5 C. ALLAN BAMFORTH, JR.,
N.T.S. ENGINEER -SURVEYOR LTD
KEY JT.
#4 DOWELS TO MATCH
WALL REINFORCEMENT
COMPACTED SUBGRADE
CATCH BASIN 8" #57 STONE
#4 AT 12" O.C. E.W.,
B4 (21 " TO 27" PIPE) MIDDLE OF SLAB
N.T.S.
• i
1
PLAN
a
O
1
CV
_ r
(A31 UHUFINLtI HI SHIVU rlLl tliZ5
N.T.S.
RIM ELEVATION
6" PERFORATED PIPE
(TYP.) 0 0.50% (MIN.)
3" #57 STONE
SAND
12" CLAY
15" PIPE
8" #57 STONE
FINISHED
GRADE -
1 " GROUT--,
w
NORFOLK, VIRGINIA
A/E INFO
APPROVED
FOR COMMANDER NAVFAC '
ACTVITY
SATISFACTORY TO DATE
DES '(,� DRW W CHK AL
PM/DM DWB
BRANCH MANAGER
FRAME & GRATE IN ACCORDANCE CHIEF ENG�ARCH g�q
WITH CID A-A-60005
FIG. 6, SIZE 22A FOR FRAME
FIG. 14, SIZE 22A FOR GRATE U
2'-0" SQUARE .' 8"' Y
�, ae
O ~ s
Z W
Q
WLd
J
o
U U
cn z
�¢�
Z
iv ROUNDED
p
Q
`° ENTRANCE
U
INV. ELEV.
Z
~
_
CELEVS
U)
Q
NV. FLOW
w
Z
o
w
p
. ' OF OUTLET
Z
4"
COMPACTED SUBGRADE
8" #57 STONE
A5 BATCH BASIN
(18" PIPE AND SMALLER)
N.T.S.
5
p
w
Q
�
Cn
W
�J
w
Q o
W U
6-�
0° J
#4 AT 12" O.C. E.W.,
o J
Q
o0
MIDDLE OF SLAB
r j
W
z
z a.
SCALE: NONE
EPRDJECT NO.: Ilow
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12661832
SHEET 114 OF
C-512
DRAWFORM REVISION: 40 MARCH 2OD9

CI�
a
SEE SHEET C-517/A3
r►wlrulrVm IInIVI1
Z WALL
A
2 3 4
8 4-0 8 8 " ' " " " 40-0" 8" 8" , 4'-0" 8"
1_ 1I �
Ift
00 com
SEE SHEET F51 ]/AS SEE SHEEP F51]/P3 SEEIC6 116
00 R A
a]
ALUMINUM HATCH ALUMINUM HATCH ALUMINUM HATCH
A
RIM ELEV.
= 29.00 RIM ELEV. = 30.40
FINAL
GRADE
�\
#5 0
9" EACH WAY
MIDDLE OF WALL
IEIR ELEV.
= 27.00 WEIR ELEV. = 28.50
ELEV. =
26.25
ELEV. = 27.25
TOP & BOTTOM
SECTION A -A
i DIVERSION BASIN 37
B I N.T.S.
cn
II
rn
A
i
0
a
0
0
w
Q
Z
W
J
L.�
A
J
A
L
FINAL GRADE
#5 0 9" EACH WAY
MIDDLE OF WALL
18" S.
#4 0 9" EACH WAY
TOP & BOTTOM
SECTION A -A
DIVERSION BASIN 53
B2 N.T.S.
2
18"
N
WALL
A
RIM ELEV. = 41.14
FINAL GRADE
TOP & BOTTOM
SECTION A -A
DIVERSION BASIN 101
A3 N.T.S.
5F 3 p25
#5 @ 9" EACH WAY
MIDDLE OF WALL
ELEV. = 35.00
ELEV. = 34.25
A
18`
7rT vo 7 LI Ti
TOP & BOTTOM
SECTION A -A
R
a
SHEET C-517/A3
k
RIM ELEV. = 41.37
A4 DIVERSION BASIN �23
N.T.S.
aII
5
R" d'-n" R"
6" WEIR WALL (TYP)
FINAL GRADE
WEIR WALL
TIN = 41.75
5 ® 9" EACH WAY 1$'
IDDLE OF WALL —�
"
I S.
ELEV. = 34.25
SHEET C-517/A3
r�vlrnl�vm I W%1%04 1
TW (SHADED) N
= 42.25
r 2 #4 BARS
A
2 #4 BARS
r
NAWFAC
302
SEAL
C. AU AN BAMFORTH, JR.,
ENGINEER —SURVEYOR, LTD.
NORFaX, VIRGINIA
A/E INFO
APPROVED
FOR COMMANDER
NAVFAC
ACTIVITY
RIM ELEV.
= 44.21
---------------
WE WALL
FNAL
GRADE
SATISFACTORY TO
DATE
TW = 42.25
#5
9" EACH WAY
°RW CAD
�" AL
��Ile©
B WAS
s
MIDDLE
OF WALL
BRANCH MANAGER
�qp
--
12"H X
14"W ORIFICE
CHIEF ENG/ARCH
gG,q
I
18S.
ELEV.
— 40.75
—
o A
2 �
U
w
s
�z�
W
J
2 #4 AROUND
z
WqOPENING
15 ¢
J
#409"EACH
WAY
Z��
Q
�
TOP & BOTTOM
c�
U
�©
z
SECTION A -A
Q
�2
Z
10
Q
DIVERSION BASIN 1 11 � � J
B5 N.T.s. z
U
W o 0
z
z Q
w �
w
w �
J O
WU J
�< Q
¢ o U
U W
z Z I..L
0. VJ
Q
G
SCALE: NONE
EPROJECT NO,:3
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12661833
SHEET 115 OF 3m
C-513
5 PRAWFORM REVISION: 10 MI 20M
C
r�

C
E
u)
/
0
U
4"
2'-4" FRAME &GRATES FOR CONCRETE ANCHOR
Q —
s
Lo
2'-0"
2" "F" BAR ® 6" CTS. 2"
"B" BAR ® d
12" CTS.
"A" BAR 0
d
12" CTS.
4" g" 2" "D" BAR ® a
12" CTS.
d d '
C d a• d
d
4'-0"
MAX. PIPE DIAMETER IS 18" R.C.P.
SECTION X—X
X�I
SEE SECTION Y—Y FOR DIMENSION
FRIIIE AND GM1ES
u LJu uuu
---- I
"C" VERTICAL BARS
"E" & "F" HORIZONTAL BARS
STRAIGHT BARS
0
V)
z
w
w
w
2 3
"
41-° NOTES:
-.---FRAME &GRATES
a
d
3'_8"
2"
- a "E" BAR ® 6" CTS.
"C" BAR 0
0-11
"B" BAR @ 12" CTS.-
6" CTS.
a
4" 8" A. "D" BAR ® "A" BAR @ a .
2" 12" CTS. 12" CTS.
d
d.
2"
51_8"
MAX. PIPE DIAMETER IS 36" R.C.P.
SECTIC Y-Y
4 " 1. DEPTH OF THE STEEL GRATE WILL REQUIRE
low a `-' DEEPER SEAT ALONG SHORT WALLS.
2. MASONRY CONSTRUCTION SHALL NOT BE
2" USED.
"
2
Q
00
SEE SECTION Y—Y FOR "A" BARS
SPACING AND COUNT NOTES:
1. USE CLASS 'AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX.
0 2. CHAMFER ALL EXPOSED CONCRETE CORNERS 1 ".
aid
" 3. USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
"¢ z
o 4. IF PIPES ARE SET IN THE BASE, FOLLOW CONSTRUCTION
`L o PROCEDURES SHOWN BY STD. DWG. 840.00.
xz
is
Z z 5. PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN
-F —T 2'
LIEU OF CAST CONSTRUCTION.
V) 6. REFERENCE STANDARD DRAWING DETAIL 840.25 FOR FRAME
,W ANCHORAGE.
+ rAks`%,
C-514
PLAN _ OF BASE
"A" & "D" BASE BARS
64" HOOK
+ +
12" CONC. :2" RADIUS
17" BRICK
BASE BARS
NCDOT
:B1)TRAFFIC BEARING GRATED DROP INLET
(FOR CAST IRON DOUBLE FRAME MID GRATES)
(NCDOT STANDARD 840.35)
N.T.S.
6" RADIUS
!;W END:j�)
12" CONC.
17" BRICK
CORNER BARS
s
CV
BILL OF MATERIALS
COMMON
CONCRETE ALTERNATIVE
BAR
SIZE
LENGTH
QUANTITY
WEIGHT
A
#5
6
6
39.9
B
#5
3'—
16
56.3
C
#5
1 2'-8"
14
38.9
D
#5
8'—�"
4
33.6
E
#5
3'-0"
20
62.6
F
#5
4'-8"
20
97.3
REINFORCING STEEL (TOTAL WEIGHT)
328.6
CONCRETE IN BASE CLASS 'AA' (CUBIC YARDS)
0.56
CONCRETE IN WALLS CLASS 'AA' (CUBIC YARDS)
0.92
CONCRETE TOTAL
(CUBIC YARDS)
1.48
CONCRETE CUBIC
YARDS IN WALL/FOOT OF HEIGHT
0.35
LBS. OF
REINFORCING STEEL IN WALL/FOOT OF HEIGHT
94.9
/ Art Ill
C-514
4 � 5
FLAT HEAD 1 /2"
I
° I I
DIA. SCREWS
1
I
°I
(STAINLESS STEEL)
1
I°
° STEEL
a
PLATE
Q
— 1 n
°
9
1
0 0
°I I°
°I I°
3
L
CAST IRON FRAME
4" MAX— AND GRATE
8" .8
2'-O" "
15" S. (PVC) .4
a
a' d :4
q 40 4 s
d Via' 00
d
' a .
COMPACTED SUBGRADE
DROOF DRAIN CATCH BASIN
FOR STRUCTURE & �
N.T.S.
SEE PLAN
ICI41101015,11
191►I:1Wei R.311A
0
L
U
0
8302
++rllllil��
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER —SURVEYOR, LTD.
NORFOLK, VIRGINIA
APPROVFD
FOR COMMANDER NAVFAC
ACTIVITY
INFO
MATCH TRENCH RIM TO INV. +6" EDGE SIDEWALK
SATISFACTORY TO DATE
s . :.• . • • • ► R a i y ..• • ` ; �� DES CQ DRW CM CHK AL
;.I. s.. PM/DM DWB AS
► ,. _ ;.� BRANCH MANAGER MAD
A• i CHIEF ENO/ARCH B 'A
*' 't !•'.
U z
6" �s �; x
SECTION 0 Z - W J
A N.T.S.
TURNED DOWN Q J
1 /2" 1 �_9" 1 /2" EDGE SIDEWALK Z¢ Q
'R�'. ,!1... r►•R ,:''•� n. �1 i •• :'► 'fir `• i.:.' '." ••,, W �RJ
SHIELD FOR 1 /2" DIA. Z Z
1/2" EXPANSION Q —
JOINT (TYP.) BOLT, POURED IN PLACE Z
#4 CONTINUOUS 6" 1' 3" 6" #4 0 12" O.C. 0
--!_ -�--�- cn
Z n Q
B SECTION a
N.T.S. w Z w
3/8" X 2' GALVANIZED STEEL DIAMOND Z
PLATE W/ COUNTER SUNK HOLES z Q
PROPOSED w
GRADE w W
J o
4INVERT OF TRENCH U. u- Q
SEE PLAN w j o V
SECTION z zLu
C N.T.S. C/)
In m
SCALE: NONE
TRENCH DRAIN EPROJECT NO.:
AllCONSTR. CONTR. NO.
N.T.S.
J
NAVFAC DRAWING NO,
12661834
ESHEET 116 OF 8
C-514
4 OR.RriF' RM REVISION: 10 Idl 2O09
C
C
on
n

O
W
V)
LO
CJ
O
CV
Cd
O
4
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O
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C
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a
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�2
Ln
U
U
LJ
Q
z
co
Ln
U
I
o
co
LO
v
C7 I
0
J
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O
7
(!1
CD
O
O
�I
Li
O
N
O
Q
U
Q
Z
W
J
I L
V
1
T77 '
y
r1
'
r
} r r
•
4
4
4
4
4
4
4
4

1
RM
2 1
R"
8" 41-0" 8"
C
a
00
"
0
I
<t-
TOP OF WEIR
ELEV. (TW)
= 28.53
14" S.
SEE A3 BELOW
— TRAFFIC RATED
ALUMINUM HATCH
RIM ELEV. = 30.70
1 #5 ® 9" EACH WAY
MIDDLE OF WALL
2 #4
BARS
MID) 15" S.
ELEV. = 27.39
C COMPACTED� �-- #4 O 9° EACH WAY do
SUBGRADE TOP BOTTOM
SECTION A -A N
A
In
0
0
LLJ
Q
z
W
C" WALL
A
B1 OVERFLOW BASIN 29
N.T.S.
a
0
I
SEE A3 HIS SHEET
8" I 4'-0" , 8" ,
TRAFFIC RATED
ALUMINUM HATCH
A
R
co
0
I
#5 ® 9" EACH WAY
MIDDLE OF WALL-
4" S.
A
LOW WATER CUT
OFF = 25.73
BOTTOM OF
BASIN = 23.73
SEE A3 BELOW
a
00
TRAFFIC RATED
ALUMINUM HATCH
RIM ELEV. = 31.36
#5 9" EACH WAY
8" S MIDDLE OF WALL—
ELEV. = 29.3$
#4 ® 9" EACH WAY
TOP & BOTTOM
SECTION A -A
-I n" n" wrlfl W A I 1
62 DIVERSION BASIN 26
N.T.S.
RIM ELEV. = 30.70
#5®9"EACH WAY
MIDDLE OF WALL
N
2 #4 BARS
A
#4 ® 9" EACH WAY
TOP & BOTTOM
SECTION A -A
SEE SHEET PUMPS
PUMP BASIN CONTROLS ANDS02 FORCERMAIN OPIENING.
A2 N.T.S.
A
15" S.
lei
IIII111�11111�"�II
III III IIIIIIII
III III IIIIIIII
III III III
uu
I'1'rl
I
III
III III I
IIII III III I
w�
4'
� SEE A3 BELOW
LOW
TRAFFIC RATED
ALUMINUM HATCH
RIM ELEV. = 31.36
4" S.
COLLAR
ELEV. = 27.57
RIM ELEV. = 31.36
�4 � 9" EACH WAY SOW OL VALVE
TOP & BOTTOM SEE A5 BELOW
SECTION A -A
N
8" INLI
A
48"0
34"0
J � l
bR5 I N U ROTAT.,ONTROL VALVE
E DOWNWARD AS
(133)) N.T.S. MUCH AS POSSIBLE TO
FIT BASIN (TYP.)
PROVIDE TEXT STAMPED
INTO ALUMINUM PLATE
WELDED TO COWER
CONFINED SPACE
ENTRY PERMIT
REQUIRED
BASIN COVE�RS TAMPING DETAIL
n� N.T.S.
CAST IRON LID SUITABLE
FOR TRAFFIC LOADING
lz
z 8302
BODY
SEAL
a
(3)
6" FILTERED WATER OUTLET 8" WASTE AND OVERFLOW
LARGE SELF- CLEANING FILTER 27
B5 (FOR ROOFS UP TO 16,000 SQ. FT.}
N.T.S.
A
22' ® 1.0%
CHAMBER
OUTLET
4" PIPE
SECTION A -A FLOW � DNERTER J
CONTROL CHAMBER
VALVEV ROTATE DOWNWARD AS MUCH
3 ' 4
AS POSSIBLE TO FIT BASIN
IN -GROUND FIRST FLUSH WATER DIVERTER
nv / N.T.S.
A
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
A/E INFO
APPROVED
FOR COMMANDER WAX
ACTIVITY
SATISFACTORY TO DATE
DES W
DRW CMQ
CHK AM
PM/DM DWB
BRANCH MANAGER MAD
CHIEF ENG/ARCH BGA
G S
V�
U
Z x
0 ~ 5
�Z �
W W
� J
Zg
Li �
W Q
J
Z
o
5©�
W `
0
U
12 t
Sao
Z
0
Z
o
Q
U
0
N`
J
Z
cn
a
4" PIPE
w
0
0
Z
z
w
co
w
w
J
CL
O
��
J
Q
Z
w
z
a
o
ci:� cn
M
SCALE: AS NOTED
EPROJECT NO.: i lem
CONSTR. CONTR, NO.
NAVFAC DRAWING NO.
12661837
SHEET 119 OF
C-517
DRAWFWtM REVISION. 10 M16RCH 2OM
0
0
■
®R
2
I
! 1

n
5
u
C
a
a
0
O
U
a
z
PUMP BASIN
EXISTING GROUND
SEE PLUMBING DRAWINGS
FOR PUMP & CONTROLS
ELEV = 23.73
TOP
6" SCH-40 PVC INSPECTION PORT WITH
CLEANOUT TOP. PORTION OF PIPE WITHIN
TANK MODULE SHALL BE PERFORATED. TOP
HALF SHALL BE SOLID. (2 REQD.)
GROUND SURFACE
(4" TOPSOIL)
14" TO 25" AGGREGATE BASE
MATERIAL WITH GEOGRID IN MIDDLE
GEOGRID
4" X 24"0 6" SCH-40 PVC MAINTENANCE PORT
CONCRETE (TYP.) WITH CLEANOUT TOP. PIPE SHALL
BE SOLID WITH NOTCH AT BOTTOM
TO BACK FLUSH SYSTEM. (2 REQD.)
14" PIPE 12" MIN. ° ° PROVIDE " X 6" NOTC °
° ° FOR BAC —FLUSH NON— OVEN ° °
GEOTEXTILE FABRIC °
LOW WATER CUT °° °°
OFF = 25.73 ° °
PUMP BASIN
SEE DETAIL ON C-517
N I
A
C-518
I IHIAIIIIHIHI I
La
FORCE MAIN
SEE PLUMBING
DRAWINGS
NON —WOVEN
BOTTOM OF TANK = 25.73 GEOTEXTILE FABRIC
IMPERMEABLE
EXISTING SUBBASE PLASTIC LINER
SECTION - A
42'
6" COMPACTED SAND OR
GRAVEL LEVELING BED
6" FILL IN
SOUTH WA
co
s
36/0
6" INSPEC
ON PORT
/6" MAINTENANCE
PORT
i
6" MAINTENANCE
PORT
6" INSPECTION
PORT
H PAN 6' FILTERED WATER 1
FILL PIPE �
� 8" S.
WATER RECLAMATION TANK DETAIL L — —
SCALE: 3/8" = 1'-0"
2 ' 3
OVERFLOW BASIN 29
Rim = .-in 7n
14" PIPE TOP OF WEIR
ELEV. = 28.53
15" PIPE
FIR/ = 77 R4
BACKFILL SIDES IN 12" LIFTS
DOUBLE -- STACKED
WITH SAND OR GRAVEL AND COMPACT.
TANK MODULES
OVERFLOW BASIN 29
I 11HIIHil IIHHIHI I
NOTE:
ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS AND THE MANUFACTURES
RECOMMENDATIONS AS APPLICABLE
LARGE SELF 27
CLEANING FILTER
8" WASTE & OVERFLOW
GRAPHIC SCALE
0 2'
4 ' S
4' 6'
0
a
C. ALLAN BAMFORTH, JR.,
ENGINEER —SURVEYOR, LTD.
NORFOLK, VIRGINIA
A/E INFO
APPROVED
FOR COMMANOER NAVFAC
ACTVP
SATISFACTORY TO DATE
DES W
DRW '
CHK IB
PM/DM DWB
BRANCH MANAGER MM
CHIEF ENG/ARCH WA
V
Z x
o
V Z
LLI
J
CD
LaC
Q
�
o
W�CL
Q U
0
Q
z_
Z
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Q
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J
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G/
Q
W
Z
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w
W
J
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m J
V) Q
oar
� U
W
ILLI
Z
�
2 U)
�
o
SCALE: AS NOTED
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
8' 10'
12661838
SHEET 120 OF 378
C-518
ORAWFORM REVISION: 10 MARCH 2OO9
0
c
'177.
I'�• r , ;Y �l �.�} 51 ! I � ! � i' r .+� 1 y- . tip{ ,,�

2
3
4
5
t
u
c
CD
NA
0
N
O
J
Li
JAR
12" (TYP.)
LIMITS OF 12" (MIN.)
CLAY LINER TO FOREBAY
BERM ELEVATION (TYP.) —
I
12" (MIN.) CLAY LAYER
UND R BE RIPCO�NPINUOUS
i
k �
i25.
FOREBAY 12" #57
WASHED STONE
2:1
SEDIMENT
DEPTH GAUGE--,
FILTER FABRIC UNDER RIP RAP
1 ^Irr _
\F,-2T9
23.75 /
❑ I
C�' � \—TOP OF CLA1
❑B
3:1 SLOPE (TYP.)
28.5
r
--....-----------
24.07 -----
I
I
I
24.D 1
I
I
R�
i
B4 6" SOLID PIPE 0 1.00% SLOPE
C--52D
❑0 6" PERFORATED UNDERDRAIN PIPE TYP. /
' 23.47 0 0.50% SLOPETOW f O
�n
6
CLEANOUT (TYP.) i
23.6
low
f
���_ ❑0 � Oj�f
❑E �f
" �
6SOLID PIPE 0 1.00% SLOPE
�l
� 23.9
i
23.75
� f
0 ,f �
w w w w
89'
SAND FILTER BASIN #1
132 SCALE: 1 " = 10'
SOD ALL SIDE SLOPES OF FOREBAY AND
SAND FILTER.
CLASS "B" RIP RAP
3:1
FILTER FABRIC UNDER SAND
2
SAND FILTER
SECTION
SCALE: 1" = 10'
0
TEMPORARY
CLEANOUT (TYP.)
)7 n �23.6 3l1
6" PERFORATED PVC UNDERDRAIN PIPE
0 0.50% (TYP.) (SEE NOTE)
3
Z
NORTH CAROUNA SPCS
(NAD 1983 / 2007)
PERFORATED UNDERDRAIN PIPE NOTE:
A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON
CENTER FOR THE ENTIRE LENGTH OF THE LATERAL. PIPE SHALL BE PVC SCHEDULE 40.
PIPE INVERTS
�A
INV. =
23.87
�H
INV.
= 23.85 0❑ INV. = 23.50
©
INV. =
23.77
�I
INV.
= 23.69
©
INV. =
23.66
INV.
= 23.64
©
INV. =
23.66
Q
INV.
= 23.69
i
DE
INV. =
23.77
©
INV.
= 23.74
`>
Q
INV. =
23.87
�M
INV.
= 23.73
>
©
INV. =
23.96
H
INV.
= 23.73
FULLY VEGETATED TURF REINFORCED MAT 0 1:1 SLOPE
134 ACV � lulu
N.T.S
FILTER SAND NOTE:
8
cn
0
z
O
SEAL_ -
.�8 302
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER —SURVEYOR, LTD.
NORFOLK, MRGINIA
A/E INFO
APPROVED
LFOR COMMANDER NAVFAC '
ACTMTY
SAT€SFACT4RY 70 DATE
DES CAB
JDRW CAD
JCHK ALB
PM/DM DWB AS
ERFORATED PIPE (TYP.)
BRANCH MANAGER MAp
CHIEF LNC/ARCH B GGA
o �
O~s
�z
U
Z x
z Lu
J
J
0
THE FILTER SAND SHALL BE CLEANED, WASHED COURSE MASONRY SAND SUCH AS ASTM C33.
ww
Q O
THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER.
7
a
Z
CLAY LINER NOTE:
z
Z
0 2
0U
CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS.
Q
PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR.
Z
�-
Co
n-
m
CLEANOUT NOTE:
w
Z
0
J
Z
ALL CLEANOUT " z Q 0
S SHALL HAVE A SCREWED CAP THAT IS SET 6 ABOVE THE #57 STONE w
SURFACE ELEVATION. W Q
)P -57 5TONt kl.tV. = 15.15 TOP OF SAND _ELEV. = 25.5
\� ,--FULLY VEGETATED TURF REINFORCED MAT 0 1:1 SLOPE
a
w c!�
Q o
W U m
o C Q
r < U 1r
CD
ILL
SCALE: AS NOTED
EPRCJECT NO.: 11B81�93
CONSTR. CONTR. "°.
GRAPHIC SCALE:
NAVFAC DRAWING NO.
0 10 20 40 12661840
i n _ l 0' SHEET 122 OF 378
C-520
DRAWFORM REVISION: 10 MARCH 2009
0
w
w
V
w
a
= 1
1

4 i 5
111
c 00
0
CQ
v
oB
C
6
W
r7
0
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U
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Li
Z
O
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LO
1
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CID
EO
a
m
z
N
0
E
E
N
22.6'
�r
J
Q �
4'
TYP
12" (TYP.)
LIMITS OF 12" (MIN.)
CLAY LINER TO FOREBAY
BERM ELEVATION (TYP.) —
4'
32'
25'
17'
R = 35.5'
--------------
' 6" SOLID PIPE \
o ® 1.00% SLOPE —
'
I © I❑
rm
6" SOLID PIPE
I @ 1.00% SLOPE
Rgfl
I
0
25.4 64
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i►
Z
^ O
m� N
c
� C
U
N
fn
o�
c
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CLLI
L
� 0 \
TOP OF CLAY LINER25.1
�1
6" PERFORATED UNDERDRAIN PIPE TYP. j
® 0.50% SLOPE
CLEANOUT (TYP.)
�i
F
32
9.7 /
SAND FILTER BASIN #2
62 SCALE: 1 " = 10'
12" #57
WASHED STONE
2:1
SEDIMENT
DEPTH GAUGE
CLASS "B" RIP RAP
3.1 CLEANOUT (TYP.)
/ FOREBAY
FILTER FABRIC UNDER RIP RAP
FILTER FABRIC UNDER SAND
1 ' 2
SECTION
A2 SCALE: 1 " = 10'
-SAND FILTER
RIM = 28.75
3:1
TEMPORARY WATER ELEV. = 28.5 21.
6" PERFORATED PVC UNDERDRAIN P
0 0.50% (TYP.) (SEE NOTE)
3
= 27.25
NOTE:
SOD ALL SIDE SLOPES OF FOREBAY AND
SAND FILTER.
PERFORATED UNDERDRAIN PIPE NOTE:
A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON
CENTER FOR THE ENTIRE LENGTH OF THE LATERAL PIPE SHALL BE PVC SCHEDULE 40.
m � PIPE INVERTS
�A
INV.
= 25.43
INV. =
25.27
©
INV.
= 25.33
INV. =
25.32
©
INV.
= 25.23
INV. =
25.36
©
INV.
= 25.33
INV. =
25.34
�E
INV.
= 25.43
INV.
= 25.34
0
INV.
= 25.47
FM]
INV. =
25.15
© INV. = 25.40
FILTER SAND NOTE:
z
ff
cr
y0
O
f.
c
., °, \Aem 0
SEAL
302
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, M.
NORFOLK, VIRGINIA
APPROVED
FOR COMMANDER NAVFAC
ACTMTY
A/E INFO
THE FILTER SAND SHALL BE CLEANED, WASHED COURSE MASONRY SAND SUCH AS ASTM C33. SATISFACTORY TO DATE
THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER. DES CM DRW ' CHK ALB
PM/DM DWB jS
CLAY LINER NOTE: BRANCH MANAGER �
CHIEF ENG/ARCH 8 '�
CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS. c.)= z
PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. 5 LLI W
c, Z J
ALL CLEANOUTS SHALL HAVE A SCREWED CAP THAT IS SET 6" ABOVE THE #57 STONE
SURFACE ELEVATION.
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SCALE. AS NOTED
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GRAPHIC SCALE:
CONSTR. "°.
NAVFAC DRAWING NO.
0 10 20 40
12fifi 1841
SHEET 123 OF 378
n o 10'
C-521
5 DRAWFORM REVISION: 10 MARCH 2ODO
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TOP OF
1 i 2
I W _
1 Wo ti
i i o I o
1 I 10 M
104 `-' (TYP.) I
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C-52
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105 I 1 I I
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12" (MIN.) CLAY LAYER
SHALL BE CONTINUOUS
UNDER RIP RAP
4'
uj
I 1 in � I
I \ C
or
SAND FILTER #4
L SEE SHEET C-523
\ MAT ® 1:1 SLOPE
TEMPORARY
WATER ELEV. = 35.0
SAND FILTER
?IM = 35.25
3:1 �
= 32.75
LIMITS OF 12" (MIN.)
CLAY LINER TO FOREBAY
BERM ELEVATION (TYP.)
SOD ALL SIDE SLOPES OF FOREBAY AND
SAND FILTER.
SAND FILTER BASIN #3
B2 SCALE: 1" = 20'
CLASS "B" RIP RAP
3:1
CLEANOUT (TYP.)
30.7
FILTER FABRIC UNDER SAND —/
6" PERFORATED PVC UNDERDRAIN PIPE
0 0.50% (TYP.) (SEE NOTE)
SCALE: 1 " = 20'
12" #57
WASHED STONE
2:1
SEDIMENT
DEPTH GAUGE
3:1
FILTER FABRIC
UNDER RIP RAP
12" (TYP.)
lotivo.. I
Y YVYVY�
PIPE INVERTS
4 5
"MIzaL
U
NORTH MOLINA SPM
(NAD 1983 / 2007)
0
z
�7U
a
�
�A
INV. =
30.98
�H
INV.
= 30.69
©
INV. -
30.70
❑I
INV.
= 30.47
77
INV. =
30.42
INV.
= 30.24
�D
INV. =
30.15
❑K
INV.
= 30.01
�E
INV. =
29.87
©
INV.
= 29.78
❑F
INV. =
30.63
[M
INV. =
29.56
©
INV. =
30.63
ON
INV. =
29.33
3
�1
PERFORATED UNDERDRAIN PIPE NOTE:
A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON
CENTER FOR THE ENTIRE LENGTH OF THE LATERAL. PIPE SHALL BE PVC, SCHEDULE 40.
FILTER SAND NOTE:
\F
iJ
SEAL
8302
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
A/E INFO
APPROVED
'FOR COMMANDER NAVFAC
ACTIVITY • ••�•��
SATISFACTORY TO DATE
DIES CRAB
DRW CM
CHK
PM/DM DWB AS
BRANCH MANAGER MAD
CHIEF ENG/ARCH B'A
z z
U
Z X
oV
vZ
Ljz W
Z) J
Z wwi
w Q
W
J
zp
0
W `
$
Q
U V
t
V
Z
Z
Z
O
cr
Z
THE FILTER SAND SHALL BE CLEANED, WASHED COURSE MASONRY SAND SUCH AS ASTM C33.
w
z
THE SAND PARTICLES SHALL BE LESS THAN 2 MM AVERAGE DIAMETER.
z
Z
CLAY LINER NOTE:
W
w
CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS.
PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. _
W V
L ,
U
a
CLEANOUT NOTE:
� ALL CLEANOUTS SHALL HAVE A SCREWED CAP THAT IS SET 6" ABOVE THE #57 STONE
SURFACE ELEVATION.
BY._
w
CL
09Z Z
-a
m
SCALE: AS NOTED
EPRDJECT NO,; 116M3
CONSTR. CONTR. N0,
GRAPHIC SCALE ■
NAVFAC DRAWING NO.
a 20 40 60 12661842
1" = 20' SHEET 124 OF 3n
C-522
4 5 DRAWFORM REVISION: 10 MARCH 20DO
1]
C
3
v
V

2
4 5
ry
w
00
CD
0
0
LT
0
v
0
0
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J
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I"7
L0
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U
LJ
Lo
I
U
1
co
co
In
cn
z
/
N
O
FULLY VEGETATED TURF
REINFORCED MAT 0 1:1 SLOPE
�523
link
TOP OF SAND ELEV. = 32.5 TOP #57 STONE ELEV. =
FULLY VEGETATED TURF REINFORCED MAT 0 1:1 SLOPE -
LIMITS OF 12" (MIN.)
CLAY LINER TO FOREBAY
BERM ELEVATION (TYP.)
NOTE:
SOD ALL SIDE SLOPES OF FOREBAY AND
SAND FILTER.
3:1
D
■
I
I
I
I I
I
I
0
z
U
li it i '278
SAND FILTER BASIN #4
DL Ste: 1" = 20'
SAND FILTER
CLASS "B" RIP RAP -
CLEANOUT (TYP.)
TEMPORARY
WATER ELEV. = 35.0
FILTER FABRIC UNDER SAND J
6" PERFORATED PVC UNDERDRAIN PIPE
0.50% (TYP.) (SEE NOTE)
3:1
SECTION
A2 SCALE: 1" = 20'
2
SAND FILTER #3
SEE SHEET C-522
'��� Y
�a i r. 1:INN
^ Z
p�
N
w0
\ C
U
oA
w
IL
I� 4'
L12 (MIN.) CLAY LAYERALL BE CONTINUOUSDER RIP RAP
CPIPE INVERTS
�A INV. = 29.95
�B INV. = 29.84
© INV. = 29.72
�D INV. = 29.61
❑E INV. = 29.50
36.5 I,
�F U:11: 29.81
❑G INV. 29.73
�-- 12" (MIN.) CLAY LAYER
SHALL BE CONTINUOUS
UNDER RIP RAP
12" #57
WASHED STONE
2:1
SEDIMENT
DEPTH GAUGE
3:1---, 1
FILTER FABRIC
UNDER RIP RAP
L 12" (TYP.)
FOREBAY
3
HH
INV.
= 29.57
Q
INV.
= 29.43
OJ
INV.
= 29.28
KO
INV.
= 29.13
©
INV.
= 29.57
�M
INV.
= 29.57
�N
INV.
= 29.03
i►
i►
PERFORATED UNDERDRAIN PIPE NOTE:
A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE. THE PERFORATIONS SHALL BE 3/8 INCHES IN DIAMETER AND PLACED 6 INCHES ON '
CENTER FOR THE ENTIRE LENGTH OF THE LATERAL. PIPE SHALL BE PVC SCHEDULE 40.
FILTER SAND NOTE:
THE
FILTER
SAND SHALL BE
CLEANED,
WASHED
COURSE MASONRY SAND SUCH AS ASTM C33.
THE
SAND
PARTICLES SHALL
BE LESS
THAN 2
MM AVERAGE DIAMETER.
CLAY LINER NOTE:
CLAY LINER SHALL BE 12 INCHES MIN. THICKNESS. COMPACT IN MAX 8 INCH LIFTS.
PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR.
m
FALEANOUTS
NOUT NOTE:
SHALL HAVE A SCREWED CAP THAT IS SET 6" ABOVE THE #57 STONE
ELEVATION.
GRAPHIC SCALE:
0 20
1"=20'
5
40
0
4
41
SEAL
n 8302
SEAL
C. ALLAN BAMFORTH, A.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
A/E INFO
APPROVED
1 FOR COMMANDER NAVFAC '
ACTMTY
SATISFACTORY TO DATE
DES CQ
DRW M
CHK &B
PM/DM DWB AS
BRANCH MANAGER MAD
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CONSTR. CCNTR. NO.
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60
12661843
SHEEF 125 OF 378
C-523
DRAWFORM REVISION: 10 MARCH 2ODO
1
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1 2 4 0 MCB 65 PARS
465 SCPRINGPARK PLACE
' HERNDON, VIRGINIA 20170
M 703 742 5904
BACHELOR ENLISTED QUARTERS (BEQ'S) RIFLE RANGE
STORMWATER MANAGEMENT PLAN
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1
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SHEET NO.
SHEET
SHEET TITLE
NAVFAC
DWG.NO.
1 OF 34
GO.01
TITLE SHEET, VICINITY AND LOCATION MAP
2 OF 34
CO.02
GENERAL NOTES & SITE SYMBOLS AND ABBREVIATIONS
3 OF 34
CD1.01
DEMOLITION PLAN - SOUTH PARKING
4 OF 34
CD1.02
DEMOLITION PLAN - BEQ 1
5 OF 34
CD1.03
DEMOLITION PLAN - BEQ 2
6 OF 34
CD1.04
-NOT USED-
7 OF 34
CG1.01
GRADING PLAN - OVERALL
8 OF 34
CG1.02
GRADING PLAN - SOUTH PARKING SOUTH
9 OF 34
CG1.03
GRADING PLAN - SOUTH PARKING NORTH
10 OF 34
CG1.04
GRADING PLAN - BEQ 2 SOUTH
11 OF 34
CG1.05
GRADING PLAN - BEQ 2 NORTH
12 OF 34
CG1.06
GRADING PLAN BEQ 1 SOUTH
13 OF 34
CG1.07
GRADING PLAN - BEQ 1 NORTH
14 OF 34..
CG1.08
-NOT USED-
15 OF 34
CG1.09
EROSION PHASE I - OVERALL
16 OF 34
CG1.17
EROSION PHASE II - OVERALL
17 OF 34
CG2.03
GRASS CHANNEL PLAN & PROFILE
18 OF 34
CG2.04
-NOT USED-
19 OF 34
CP2.01
ROADWAY PLAN & PROFILE
20 OF 34
CS1.00
GEOMETRIC PLAN - OVERALL
21 OF 34
CS1.01
GEOMETRIC PLAN - SOUTH PARKING SOUTH
22 OF 34
CS1.02
GEOMETRIC PLAN - SOUTH PARKING NORTH
23 OF 34
_
CS1.03
GEOMETRIC PLAN - BEQ 2 SOUTH
24 OF 34
CS1.04
GEOMETRIC PLAN - BEQ 2 NORTH
25 OF 34
CS1.05
GEOMETRIC PLAN - BEQ 1 SOUTH
26 OF 34
CS1.06
GEOMETRIC PLAN - BEQ 1 NORTH
27 OF 34
CS1.07
-NOT USED-
28 OF 34
CU2.03
STORM DRAIN PLAN & PROFILE
29 OF 34
CU2.04
STORM DRAIN PLAN & PROFILE
30 OF 34
CU5.05
GRATE INLET DETAILS
31 OF 34
CU5.06
STORM DRAIN DETAILS
32 OF 34
1 CU5.07
-NOT USED-
33 OF 34
1 CU5.08
STORMWATER MANAGEMENT FACILITY DETAILS
34 OF 34
1 CV1.01
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791 Park of COMMERCE BLVD.
SUITE 400
BOCA RATON, FLORIDA 33487
[T] 561988 4002
[F] 661988 3002
Balfour Beatty
Consruction
AIE INFO
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PACKAGE 1 SUBMITTAL
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LIMITS OF DISTURBANCE
CRITICAL SLOPE
DRIP LINE
ATFP SETBACK
ROAD CENTERLINE
DETAIL CALLOUT
ELECTRICAL UNDERGROUND
ELECTRICAL AERIAL
STORM DRAIN
STORM INLET
CURB INLET
MANHOLE
WATER LINE
SANITARY SEWER LINE
CABLE TV LINE
COMMUNICATIONS AERIAL
COMMUNICATIONS UNDERGROUND
FIBER OPTIC LINE
GAS LINE
FENCE
LIGHT POLE
CAN PEDESTAL
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FIRE HYDRANT
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LIGHT DUTY ASPHALT D2 HEAVY DUTY CONCRETE C4
ASPHALT TRAIL C2 INTERLOCKING CONCRETE
SAND TRAIL � GRASS PAVERS AS
GRAVEL PARKING
EROSION CONTROL
CE CONSTRUCTION ENTRANCE
B4
BF SF SILT FENCE
B5
-SAF �A SAFETY FENCE
C2
IP STORM DRAIN INLET PROTECTION
A2
® OP STORM DRAIN OUTLET PROTECTION
- Q TEMPORARY DIVERSION DIKE
A2
® �M EXCELSIOR MATTING
ST TEMPORARY SEDIMENT TRAP
A4
SB TEMPORARY SKIMMER SEDIMENT BASIN
C4
�C ROCK CHECK DAM
A5
�5 TREE PROTECTION FENCE
C2
W W W
� � v
y LEVEL SPREADER
W J• Y
C3
DEMOLITION
�j EXISTING IDENTIFIED FEATURE
TO BE REMOVED
EXISTING TREE AREA
_ - TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING UTILITY TO BE REMOVED
vvvavvvvavv EXISTING UTILITY TO BE
wvwvvvavvv ABANDONED IN PLACE
EXISTING TREE TO BE REMOVED
ELECTRICAL SITE FEATURES
45° BEND 0 EXISTING OVERHEAD CIRCUIT POLE
11 1 /4' BEND -e- NEW BEQ PRIMARY FEEDER POLE
TEST PIT REQUIRED. EXISTING INVERT UNKNOWN 0 POLE GUY
-OHE- NEW OVERHEAD PRIMARY FEEDER
-UGE- UNDERGROUND PRIMARY FEEDER TO NEW
SERVICE TRANSFORMER
L] PAD MOUNTED SERVICE TRANSFORMER
(KVA AS NOTED)
2
ATFP BOULDER
o BOLLARD C4
® TRASH CAN
100. BUILDING ACCESS POINT
3
4
5 PARSONS
BRIAICKERHOFF
ABBREVIATIONS
455 PLACE
HERNDON, VIRGINIA 20170
GENERAL NOTES HERND INGPARK IA201
[T] 703 742 5904
A
DRAINAGE AREA
1.
A WETLANDS STUDY JURISDICTIONAL DETERMINATION APPROVAL TITLED "SURVEY
ABD
ABANDONED
OF WETLANDS AND STREAM ORIGINS" WAS COMPLETED FOR THE MARINE CORPS
AIP
ATFP
ABANDON IN PLACE
ANTI TERRORISM FORCE PROTECTION
SPECIAL OPERATIONS COMMAND (MARSOC) CANTONMENT AREA IN JULY 2007.
BMP
BEST MANAGEMENT PRACTICE
THE STUDY WAS PREPARED BY GEO-MARINE, INC AND CHARLES F. RIGGS AND
BLDG
BUILDING
ASSOCIATES INC FOR THE MARINE CORPS BASE CAMP LEJEUNE AND NAVAL
BOV
BLOW OFF VALVE
FACILITIES ENGINEERING COMMAND ATLANTIC. CONTRACT NO.
CO
CLEAN OUT
N62470-02-D-9997, TASK ORDER 0113.
CH
CHILLER
2.
BORROW MATERIAL FROM AN ONSITE APPROVED PROJECT IS BEING USED.
CL
CENTER LINE
3.
NO WETLANDS WILL BE DISTURBED
CONC
CONCRETE
4.
ALL EXISTING CROSSING UTILITIES ARE SHOWN FOR REFERENCE ONLY.
CONN
CONNECTION
INDICATED UTILITIES ARE MEANT TO REPRESENT APPROXIMATE LOCATIONS OF
DEMO
DEMOLISH
POSSIBLE CONFLICTS. CONTRACTOR MUST VERIFY ALL CROSSINGS AND
DA
DISTURBED AREA
ELEVATIONS OF EXISTING UTILITIES TO AVOID CONFLICTS.
DI
DROP INLET
CONSTRUCTION SCHEDULE
DIA / 0
DIAMETER
DIP
DUCTILE IRON PIPE
DOMW
DOMESTIC WATER
PHASE 1 - PREDEVELOPMENT CONDITIONS
DS
DOWNSPOUT
-
EL
ELECTRICAL
1.
OBTAIN PLAN APPROVAL FROM NORTH CAROLINA DEPARTMENT OF THE ENVIRONMENT AND NATURAL
ELEV
ELEVATION
RESOURCES AND OTHER APPLICABLE PERMITS THAT INCLUDE THE SWU-101 STATE STORMWATER.
EP
EDGE OF PAVEMENT
2.
CLEARLY MARK THE LIMITS OF CONSTRUCTION IN THE FIELD.
ES
END SECTION
3.
PROVIDE SEDIMENT FENCES DOWNSTREAM OF DISTURBED AREAS. PROVIDE DOUBLE SEDIMENT FENCE
EX
EXISTING
UPSTREAM OF WETLANDS, AS INDICATED ON PLANS. AT THE BOUNDARY OF SITE AND WOODED AREA,
FDC
FIRE DEPARTMENT CONNECTION
SEDIMENT FENCE WILL ALSO SERVE AS TREE PROTECTION.
FF
FINISHED FLOOR
4.
STABILIZE THE CONSTRUCTION ENTRANCE, PROVIDE WATER TRUCK, AND INSTALL CULVERTS AS NEEDED.
FG
FINISHED GRADE
5.
PROVIDE INLET AND OUTLET PROTECTION AS NEEDED ON EXISTING STORM STRUCTURES.
FH
FIRE HYDRANT
6.
CLEAR TREES AS NECESSARY TO CONSTRUCT SKIMMER SEDIMENT BASINS #1, #3, AND #4. THIS WILL
FL
FIRE LINE
INCLUDE THE AREA NECESSARY TO CONSTRUCT AND GRADE THE BASIN, AS WELL AS AN ACCESS PATH
FS
FINISHED SURFACE
FOR PERSONNEL AND EQUIPMENT.
GAL
GALLON
7.
CONSTRUCT SKIMMER SEDIMENT BASINS #1, #3, AND #4 AND TEMPORARY GRAVEL WEIR SEDIMENT
GI
GRATE INLET
TRAP #2.
HDPE
HIGH DENSITY POLYETHYLENE
8.
CONSTRUCT THE TEMPORARY DIVERSION DIKES DIVERTING FLOW TO SKIMMER SEDIMENT BASINS #1, #3,
HP
INV
HIGH POINT
INVERT
AND #4 AND TO TEMPORARY GRAVEL WEIR SEDIMENT TRAP #2. PROVIDE EXCELSIOR OR SYNTHETIC
L/P
LIGHT POLE
MATTING AS INDICATED ON PLANS.
"SWP66."
9.
FILL EXISTING BMP,
LOD
LIMITS OF DISTURBANCE
10.
SAW CUT NORTHWEST SECTION OF SHOOTERS PARKING LOT AS NECESSARY TO CONSTRUCT SKIMMER
LP
LOW POINT
SEDIMENT BASIN #5.
MECH
MECHANICAL
MH
MANHOLE
11.
CONSTRUCT SKIMMER SEDIMENT BASIN #5.
MIN
MINIMUM
12.
CONSTRUCT TEMPORARY DIVERSION DIKES DIVERTING FLOW TO SKIMMER SEDIMENT BASIN #5. PROVIDE
OC
ON CENTER
EXCELSIOR MATTING AS INDICATED ON PLANS.
OWS
OIL/WATER SEPARATOR
13.
INSPECT ALL EROSION CONTRO!_�: AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM
PC
POINT OF CURVATURE
EVENT GREATER THAN 0.5 INCHES. REBUILD STRUCTURES AND DEVICES THAT FAIL INSPECTION -
PE
POLYETHYLENE
IMMEDIATELY.
PP
POWER POLE
PSI
POUNDS PER SQUARE INCH
PHASE 2 - POSTDEVELOPMENT CONDITIONS
PVC
POLYVINYL CHLORIDE
RCP
ROUND CONCRETE PIPE
14.
BEGIN CLEARING AND GRUBBIN+ C.,F THE REMAINDER OF THE SITE UPON COMPLETION OF THE PHASE 1
S
SLOPE
CONTROLS.
S/W
SIDEWALK
15.
SEED AND MULCH DISTURBED SOILS LEFT UNWORKED FOR 7 DAYS.
SEC
SECOND
16.
CONSTRUCT UNDERGROUND STORM PIPES AND STRUCTURES EXCEPT FOR PIPES AND STRUCTURES
SF
SQUARE FEET
CONNECTING FOREBAYS TO BMP PONDS. PROVIDE INLET PROTECTION AND OUTLET PROTECTION ON
SS
SANITARY SEWER
NEW STORM STRUCTURES AND PLUG PROPOSED STORM PIPE OUTLETS IF REQUIRED TO PREVENT
ST
STORM
SEDIMENT FROM ENTERING THE INFILTRATION POND BMPS.
STA
STATION
17.
GRADE BMP-6 FOREBAY , MATCHING DAM ELEVATIONS TO BASIN #3 AND GRADING AT A 3:1 SLOPE
STRM
STORM
TOWARD BASIN #1.
SWMF
STORMW'ATER MANAGEMENT FACILITY
18.
GRADE A TEMPORARY CHANNEL DIRECTLY EAST OF BMP-6 TOWARD BASIN #1 TO CAPTURE DISTURBED
TB
THRUST BLOCK
AREA AT NEW SHOOTER'S LOT. THIS CHANNEL WILL LATER BE CONVERTED INTO A FOREBAY.
TC
TOP OF CURB
19.
SAW CUT AREA OF SHOOTERS LOT TO BE REMOVED, PROVIDING SEDIMENT FENCE AT SAW LINE AS
TELCO
TELEPHONE COMPANY
SHOWN ON PLANS.
TELE
TELEPHONE
20.
BEGIN GRADING FOR CONSTRUCTION OF BEQ 2 AND SURROUNDING AMENITIES.
TELECOM
TELECOMMUNICATION
21.
BEGIN GRADING OF GRASS CHANNELS.
THR
THRUST RESTRAINT
22.
CONSTRUCT CULVERTS #3 AND #6
TR
TRANSFORMER
23.
CONSTRUCT BMP-6, -7, AND-9 AS ALLOWED BY PHASE 1 EROSION CONTROL MEASURES.
TYP
TYPICAL
24.
CONSTRUCT RETAINING WALL NORTH OF BEQ 2.
U/G
UNDERGROUND
25.
PROVIDE TRENCHES FOR, AND CONSTRUCT, ALL UNDERGROUND UTILITIES THAT TIE INTO BEQ 2.
W/
WITH
26.
FINALIZE GRADING FOR CONSTRUCTION OF BEQ 2 AND SURROUNDING AMENITIES.
W/M
WATER MAIN
27.
BEGIN CONSTRUCTION OF BEQ 2.
X-ING
CROSSING
28.
REMOVE TEMPORARY DIVERSION DIKES.
XFRM
TRANSFORMER
29.
FINALIZE FINE SITE GRADING.
30.
INSTALL AND FINALIZE THE BMP'S AS THE SITE TRANSITIONS FROM PHASE 1 TO PHASE 2.
CONSTRUCT FLOW SPUTTERS, BYPASS STRUCTURES, AND ASSOCIATED PIPES AS INDICATED ON THE
BUILDING NOTES
PLANS. CONVERT TEMPORARY CHANNEL EAST OF BMP-6 INTO A SEDIMENT FOREBAY. UNPLUG
PROPOSED STORM PIPE OUTLETS.
31.
PROVIDE PERMANENT SOD/MULCH STABILIZATION TO FINAL GRADING. ALL PERMANENT VEGETATION
BEQ 1:
MUST BE SODDED OR PLANTED WITHIN 7 CALENDAR DAYS AFTER FINAL GRADE IS REACHED.
200 OCCUPANTS
32.
PAVE NEW SHOOTERS LOT, NEW ENTRANCES TO OLD SHOOTERS LOT, AND PARKING ACCESS DRIVEWAY.
N66,000 SF
33.
INSTALL REMAINING SITE FEATURES.
CONSTRUCTION TYPE II-B
34.
PROVIDE SEAL COAT AND RESTRIPE OLD SHOOTERS LOT.
35.
REMOVE EROSION CONTROL FEATURES AND CONSTRUCTION ENTRANCE. ENSURE PROPER SODDING HAS
BEQ 2:
BEEN STABILIZED.
250 OCCUPANTS
36.
REMOVE SKIMMER SEDIMENT BASINS #1, #3, #4, AND #5 AND TEMPORARY GRAVEL WEIR SEDIMENT
-84,000_ SF
TRAP #2 ONLY WHEN ALL AREAS DRAINING INTO BASINS HAVE BEEN STABILIZED.
CONSTRUCTION TYPE II-B
37.
FILL BASINS TO GRADE AS INDICATED ON PLANS.
38.
DO NOT CONSTRUCT THE VOLLEYBALL COURT UNTIL THE DRAINAGE AREA ABOVE SEDIMENT BASIN #4
HAS BEEN COMPLETELY STABILIZED, SUCH THAT THE BASIN CAN BE FILLED AND/OR REMOVED.
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Consruction AlEiNFO
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BOREHOLES:
1. INFILTRATION RATES FOR BMP PONDS \
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8. BUILDING CORNER AND INFILTRATION RATE
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10. INFILTRATION RATE
11. INFILTRATION RATE
12. SOIL CHARACTERISTICS FOR PAVEMENT DESIGN
13. INFILTRATION RATE k
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15 BUILDING CORNER AND INFILTRATION RATE
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EPROJECT No.: 796558
NOTES: ONSTR CONTR. NO.
BOREHOLE LOCATIONS HAVE NOT BEEN FIELD LOCATED. rIL 4J.N40085-11-C-4008
BORINGS WERE NOT ADVANCED AT LOCATIONS 10 AND 11; NAVFAC BRA
PERMEABILITY TESTS ONLY WERE PERFORMED AT THESE 80 0 40 - �aD 100 ####
LOCATIONS.
SHEET 34 of 34
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236.82
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257.04
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139.58
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134.08
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151.18
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439.63
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493.73
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CONSTR. CONTR. NO.
N40085-11-C-4008
NAVFAC DRAWING NO.
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CU2.04

- BARORSTEEL FABRIC
REINFORCING
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2. THE LIP OF THE LEVEL SPREADER SHOULD BE FREE OF ALL OBSTRUCTIONS, SET
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AVOID BLOCKAGE.
3. THE VEGETATED FILTER STRIP SHALL BE A MINIMUM OF 50' LONG MEASURED
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4. THE VEGETATED FILTER SHALL BE AS WIDE AS THE LEVEL SPREADER MECHANISM.
5. THE VEGETATED FILTER SHALL BE GRADED AND SODDED WITH A SLOPE NO
GREATER THAN 8%.
INFILTRATION BASIN NOTES
1. THE BOTTOM SHALL BE EXCAVATED 4" AND BACKFILLED WITH CLEAN SAND TO
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SIDE VIEW A
PLAN END SECTION Cl
NTS CG1.18-CG1.24 I 15" BYPASS FLOW
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BYPASS FLOW
ORIFICE TO BYPASS SWALE
INFILTRATIONFLOW - FLOW - _ OUTFACES AT BASIN
BOTTOM ELEVATION
_ 4, INVERT IN
SIDE VIEW
TOP VIEW
*NOTE - SEE PLAN SHEETS FOR EXACT PIPE LAYOUT *NOTE -INVERT ELEVATIONS ARE LOCATED IN TABLE 1 ON THIS SHEEP.
BYPASS STRUCTURE TYPICAL (1,3,7 & 91 nNTS CG1.18-CG1.24
NCDOT CLASS "B OR 1"
RIPRAP SEE ST'D DETAIL
876.02
FOREBAY
TOP OF BANK
BOTTOM OF BASIN
2' MIN
STORAGE ELEVATION
INFILTRATION BASIN TYPICAL CROSS SECTION
NTS CG 1.18-CG 1.24 hG
2
4" MIN CLEAN SAND
SHWT ELEVATION
LOW TO Y
BASIN
dO
FROM
FOREBAY
SIDE VIEW A
*NOTE -SEE PLAN SHEETS I TOP VIEW
FOR EXACT PIPE LAYOUT SOW FROM FOREBAY
BYPASS STRUCTURE BMP 6
NTS
4�
OVERFLOW
WEIR
PIPE TO
L SPREADER
STRUCTURE 6
NOTE -SEE PLAN SHEETS FOR EXACT PIPE LAYOUT
FLOW SPLI17ER
NTS CG1.18-CG1.24 �`t%
3
OVERFLOW WEIR
ELEVATION=48.60'
FLOW
15" BYPASS PIPE TO
FLOW SPUTTER
5 PARSONS
BRINCKERf OFF
465 SPRINGPARK PLACE
HERNDON, VIRGINIA 20170
[i] 703 742 5904
OUTFALLS AT BASIN
BOTTOM ELEVATION
uj 3
- 4I INVERT IN
SIDE VIEW
OVERFLOW WEIR
ELEVATION=48.60'
12" PIPE
TO BASIN
15" BYPASS PIPE TO
O FLOW SPUTTER
CG1.18-CG1.24 n„
u u
INVERT=46.60'
GROUT BOTTOM OF a. s
STRUCTURE TO THIS 4' INVERT=45.0'
ELEVATION
SIDE VIEW A
INFILTRATION
BASIN
DIMENSIONS
BMP
SHWT
ELEVATION
(FT)
TOP OF
BANK (FT)
BOTTOM
ELEVATION
(FT)
STORAGE
ELEVATION
(FT)
SIDE
SLOPE
(1V:_H)
1
45.33
50
47.5
49.73
3
3
43.5
49
45.5
47.51
3
6
44.5
49
46.5
48.60
3
7
43.5
48
45.5
47.79
3
9
43.5
48
45.5
47.90
3
Table
1
BYPASS
STRUCTURE
PIPE TO BYPASS STRUCTURE
PIPE
TO INFILTRATION
BYPASS
ORIFICE/PIPE
ELEVATION (FT)
PIPE SIZE
(IN)
INVERT IN
(FT)
INVERT OUT
(FT)
LENGTH (FT)
PIPE SIZE
(IN)
INVERT IN
(FT)
LENGTH (FT)
1
12
48.00
47.70
10
12
47.60
12
49.73
3
12
46.00
45.70
33
12
45.60
13
47.51
12
46.00
45.70
15
6
8
48.00
47.75
51
12
46.60
22
45.00
12
46.73
46.60
25
7
12 1
46.00
45.80
30
12
45.70
11
1
47.79
9
12
48.00
47.90
6
12
47.90
142
47.90
a
a
a
W
a
0
0
a
N
w
0
49
0
V