SW8130104_APPROVED PLANS_20210311

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑x APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zo 21 031 1
YYYYMMDD

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NAVFAC DRAWING NO.
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SHEET 47 OF 430
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DES CEC DRW CEC CNK BMS
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CONSTR. CONTR. NO.
N40M-12-C-7722
NAVFAC DRAWING NO.
12644673
SHEET 48 OF 430
C-506
ORAWFORM REN N: 10 MARCH 20
I
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FBI
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1 i 2
5
C
HINGED ALUMINUM ACCESS HATCH PUMP SELECTION
ACCESS HATCH 4'-0" SQUARE REQUIRED : 101 GPM @ 22 FT., 2 HP, 480 V, 3 PH
MAX. SPEED: 1150 RPM
PROVIDE EXPLOSION PROOF MOTOR WITH SUBMERSIBLE NONCLOG PUMP
8" INFLUENT PIPE
MON CLOG SUBMERSIBLE PUMP —�
(TYP FOR 2)
8" INFLUENT PIPE
TENSION WIRE
(TYP.)
DUPLEX CONTROL PANEL WITH WIRING
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TOP OF PUMP STATION ELEV = 22.4
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WATER TIGHT SEAL TYP
rtS
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12'-0"
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HINGED ALUMINUM ACCESS HATCH
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6'-0"
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ALUMINUM ACCESS HATCH
2" AIR RELEASE W/
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BRONZE PLUG
PRECAST CONCRETE
VALVE VAULT
PROVIDE WINCH AND PIVOTING
SUPPORT FOR WINCH ASSEMBLY
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e (2) 1/2" GALVANIZED RODS
5'-0" SECURE TO BASIN WALL
BASIN
HIGH WATER ALARM ELEV = 12.5 c
e
TURN ON TWO PUMPS ELEV = 11.5
TURN ON ONE PUMPS ELEV = 10.5 B
TURN OFF PUMP ELEV = 9.0
SUBMERSIBLE NON -CLOG PUMP —
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1$",E9NCR�FE-BAV DEPTH ! •
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SPECIFIED. IF CONCRETE IS PROVIDED, INCLUDE EPDXY
COATING ON THE INTERIOR.
PROVIDE ANTI -FLOTATION MEASURES AS REQUIRED BY
MANUFACTURER FOR THIS PARTICULAR PROJECT.
NO ELECTRICAL JUNCTION BOXES IN THE WET WELL.
PROVIDE FLOATS ON SINGLE STAINLESS STEEL CF
4" FORCE MAIN
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A
4
3"
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B
5
4"
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C
4
4"
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D
2
4"
MECHANICAL JOINT SLEEVE
E
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4"
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DOSS COMER
SATSFACWRT TO DATE 2/14/13
DES CEC
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PROJECT MANAGER T. L. MULLEN
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CONSTR. CONTR. NO.
N40085-12-C-7722
NAVFAC DRAWING NO.
12644674
SHEET 49
OF 430
C-507
DRAWFORM REVISION: 10 MARCH 2O09
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101 W. 111IN STKU. M 9W
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APPRMID
OUTLETCHAMBERCHAMBER
STLET
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r-(SEE TABLE) WHEN ACCUMULATION IS IN EXCESS OF 6' PROJECT MANAGER T. L. MULLEN
2. SAND FILTER SHALL BE INSPECTED QUARTERLY AND WITHIN 24 IPT TECH. BRANCH HEAD L.K. SHERFEY
HOURS OF EVERY STORM EVENT GREATER THAN 1.5'. CHIEF ENG/ARCH B. ABBOT
0 5 U
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-SEE TABLE
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24" RCP OUTLET
SIDE WALL PENETRATION
SANDFILTERS A & B
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SEE SHEET S506 FOR DETAILS.
24"
RCP
OUTLET
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WALL
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SF-B
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30"
36"
36"
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13.32
13.25
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24"
24"
24"
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10.57
10.72
9.26
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4.85
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11.59
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4.85
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4.65
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6.61
7.16
6.71
6.96
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13.00
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21.00
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21.25
21.25
20.66
19.60
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8.00
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9.51
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12.17
10.57
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Overflow Weir Elev. (ft)
1 7
17.45
16.24
CONSTR. CONTR.
NO.
-12-C-7722
NA DRAWWG NO.
750 OF 430
A5 MAY 10 20 at26 4
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B SECTION
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TOP OF MID/REAR WALL
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2�.,I TOP OF FRONT WALL
"I ELEVATION=16.74
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4" PERFORATED PIPA
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0
ELEVATION = 15.25,}
FILTRATION CHAMBER
1'
SECTION
NOT TO SCALE
TOP OF MID/REAR WALL
ELEVATON = 16.99
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FLOW.
NOTE:
* EXTERIOR WALL THICKNESS VARIES WITH WALL HEIGHT.
SF -A WALL THICKNESS = 8", SF-B,C,D = 10".
SEE SHEET S506 FOR DETAILS.
24" RCP OUTLET
END WALL PENETRATION
OUTLET CHAMBER
J��1i 11CA Rn /�i,
24" RCP OUTLET PIPE No.2278D m =
BLOW WEIR = 15.25
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GROUND SURFACE
3" BELOW TOP OF SIDE &
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* System
101 r N STMET. SW 90D
NORrOM N1 23510
ECEIVE
MAY 10 2013
BY:
NOTE:
1, SEDIMENT SHALL BE CLEANED OUT OF THE SEDIMENT CHAMBER
WHEN ACCUMULATION IS IN EXCESS OF 6
2. SAND FILTER SHALL BE INSPECTED QUARTERLY AND WITHIN 24
HOURS OF EVERY STORM EVENT GREATER THAN 1.5'.
SAND FILTER DETAIL ("Ell)
NOT TO SCALE AG G
1 2 3 4 1 5
FOR COMMANDER NAYFAC
DOSS COMER
SATUACTORY TO
DATE 2/14/13
DES CEC
I DRW CEC
I CHK BMS
PROJECT MANAGER T. L. MULLEN
IPT TECH. BRANCH HEAD L.K.
SHERFEY
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803726
CONSTR. CONTR. NO.
N40M-12-C-7722
NAVFAC DRAWING NO.
12644676
SHEET 51
OF 430
C-509
ORAWFORM RMSICN: IO "CH 2009
C

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FLOOR
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® 0.5% SLOPE
(TYP. 2 EVENLY SPACED)
SECTION
B NOT TO SCALE
TOP OF MID/REAR WALL
LEVATON = 16.60 24'-8" TOP OF MID/REAR WALL
8" TOP OF FRONT WALL B" 8" 8" 8" ELEVATON = 16.29
9'-0" o ELEVATION=16.04 6'-6" 6'-6" 9'-0"
tM M
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OVERFLOW WEIR �, \ 3r 3n ELEVATION = 14.15 a `�
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MIN. 6' #57 STONE 4' PERFORATED PIPE TOP OF SAND = 10.90
® 0.5% SLOPE
COMPACT SUBGRADE (TYP. 2 EVENLY SPACED)
SECTION
C NOT TO SCALE
CHAMBER
.P OUTLET PIPE
WEIR = 14.15
= HEAD ELEV.
ROUND SURFACE
BELOW TOP OF SIDE
c BACK WALL
NOTE:
1. SEDIMENT SHALL BE CLEANED OUT OF THE SEDIMENT CHAMBER
WHEN ACCUMULATION IS IN EXCESS OF 6'
2. SAND FILTER SHALL BE INSPECTED QUARTERLY AND WITHIN 24
HOURS OF EVERY STORM EVENT GREATER THAN 1.5 .
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101 W. MAIN STREET, SUITE 900
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' FOR COMMANDER NAVFAC '
ACTMTY
DOSS COMER
SATISFACTORY TO DATE
2 14 13
DES
I DRW
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PROJECT MANAGER
T. L MULIEN
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CONSTR. CONTR. NO.
N40085-12-C-7722
NAVFAC DRAWING NO.
126446h
SHEET 52 OF 430
C-510
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4 2-1/2 TYP. EA. LEG
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GRADE
#5
METAL COPING
TREATED WOOD BLOCKING
..'
8" GROUND FACE CMU TO
MATCH BUILDING EXTERIOR,
REFER TO SHEET A-201
#5 VERTICAL REBAR,
24" O.C. FULLY GROUT
ALL CELLS.
PROVIDE INTERMEDIATE
BOND BEAM ® 4'-0"
O.C. MAX WITH 1 — #5
3:{�:1►L►�T�1►111L7L11
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173
174
175
176
18.70
17.07
15.06
14.20
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5.33
4.92
4.33
3.64
13.37
12. 55
10.73
10.56
8.67
8.67
8.67
8.67
3.48'
2.06'
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BOX
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3'-0"
RAINWATER HARVESTER BYPASS DETAIL
NOT TO SCALE
(BYPASS)
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INLET (RWH) PIPE
INVERT =18.55
OUTLET (LEVEL SPREADER) PIPE
INVERT =18.55
RIM ELEVATION
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Dimension Description SF -A SF-B SF-C SF-D
Rim Elevation (ft)
20.68
21.50
20.22
18.94
17.1
15.50
O
ucture Invert Elevation (ft
14.11
13.34
13.27
11.82
11.18
9.50
m
Weir Hei ht ft
4.69
.41
4.18
4.4
4.0
.65
Weir Elevation ft
18.80
17.75
17.45
16.24
15.25(
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3
18
Inlet Pipe Invert Elevation (ft)
14.11
13.34
13.27
11.82
11.18
9.50
m
Outlet (Sandfilter) Pipe Dia. (in)
36
30
36
36
36
18
Outlet (SandfiRer) Pipe Invert (ft)
14.11
13.34
13.27
11.82
11.18).9.50
Outlet (Bypass) Pipe Dia. (in)
30
30
30
30
30
18
Outlet (Bypass) Pipe Invert (ft)
14.61
13.84
13.78
12.32
II
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N40085-12-C-7722
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SHEET 55 OF 43D
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LEVEL SPREADER DETAIL
NOT TO SCALE
20
19 —
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TOP OF BANK
2'-6" —
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21
20
30' — 0"
FLOW
ENGINEERED
FILTER STRIP
19
20
21
#57 STONE
ON FILTER FABRIC
LEVEL SPREADER
2'-6" CONCRETE
CURB & GUTTER
18" RCP
FLARED END
SECTIO
AIRFIELD SEEDING REQUIREMENTS
OUTLET PIPE
— ELEV. = 18.5
TEMPORARY SEEDING RECOMMENDATIONS FOR ALL SEASONS
BYPASS
STRUCTURE
IN ACCORDANCE WITH USDOT FAA ADVISORY
SEE SHEET C514/A5
CIRCULAR NO. 150/5200-33B AND USDA SITE
REPRESENTATIVE
COORDINATESEEDING
N352503.63
MIXTURE
E2464086.50
SPECIES RATE (LB/ACRE)
WFR:0MRWH
KENTUCKY 31 120
SEED MIXTURES CONTAINING MILLET, RYE, OR OTHER
LARGE SEED PRODUCING GRASSES IS PROHIBITED FOR
L
USE IN ANY APPLICATION
_
N
_
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
750 LB/ACRE 10-10-10 FERTILIZER.
''-6
18" RCP
FLARED END SECTION MAINTENANCE
OUTLET PIPE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
am ELEV. = 18.5 RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
0
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3:1
LO SIDE SLOPE PERMANENT SODDING
c6
CENTIPEDE GRASS
NO IMPROVED VARIETIES
SODDING IS REQUIRED WITHIN THE EXTENTS OF THE LEVEL SPREADER
AND VEGETATED FILTER STRIP, INCLUDING 3:1 FORE SLOPES.
THE USE OF SOD PIN/STAKES MAY BE REQUIRED FOR SLOPES IN
EXCESS OF 10:1.
FLOW
ELEV.=18.00
COORDINATE
N352390.72
E2464074.98
LA
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MP(G S��PE
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COMPACTED SUBGRADE
95% MODIFIED PROCTOR
30' — 0"
2.5% SLOPE
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR) PRIOR TO CONSTRUCTION.
2. REFERENCE ADDITIONAL CONSTRUCTION SEQUENCE NOTES AS DOCUMENTED ON THE EROSION
AND SEDIMENT CONTROL DETAILS AND NOTE SHEETS, C-503.
3. RAINWATER HARVESTERS ARE NOT TO BE USED AS A SEDIMENT AND EROSION CONTROL MEASURE
DURING CONSTRUCTION ACTIVITIES.
4. STORMWATER CAPTURED IN DOWNSPOUTS SHALL BE DIRECTED TO EROSION CONTROL DITCHES
OR BYPASS STORMWATER SYSTEM DURING CONSTRUCTION.
5. OPERATION OF THE RAINWATER HARVESTER SHALL NOT COMMENCE UNTIL FULL OPERATION
AND FIRST FLUSH OF NEWLY INSTALLED WATER SUPPLY SYSTEM, AND WASH RACK
STORMWATER/SANITARY SEWER DIVERTER SYSTEM IS OPERATIONAL.
5. FOLLOW ALL OPERATIONAL MANUALS AS PROVIDED BY THE MANUFACTURER OF ALL EQUIPMENT
PRIOR TO OPERATING THE SYSTEM.
M p
3'-0"
2'-6"
SECTION A -A
l
9'-6"
9' — 0"
�— ELEV.=18.75 SOD GROUND OVER 1
18" RCP 3'
10:1
ELEV.=18.50
i ELEV.=18.00
0
3" RAD
RAO.
0
2'_Vy ^
2'-B" CURB AND GUTTER
CURB INSET
NOTE:
NCDOT 2'-6" CURB AND GUTTER. SEE
STANDARD DRAWING 846.01 FOR ADDITIONAL
DETAIL AND CONSTRUCTION NOTES.
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System
101 t I STREET, S m 900
NOR UX M 23510
FOR COMWDM N4FAC
XWN
DOSS COMER
SAT6FXMW TO 611E 2/14/13
DES CEC
DRW CEC
CHK BMS
PROJECT MANAGER T. L. MULLEN
IPT TECH.
BRANCH HEAD L.K. SHERFEY
CHIEF ENG/ARCH B. ABBOT
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rl<L A )l UNIT rKLUAW UNI I
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DETAIL A
* * STRUCTURAL CONNECTION INSERTS
2 STRUT OR EQUAL;
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3" 0 WEEP HOLES
1" EXP. ®10'-0" CTS. 7
JT. MAT'L. �ff
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CONST.
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BACKFILL MATERIAL
I:Z•IiI
FLOOR
D3 N CONCRETE PAVEMENT
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15' SKEW
8'-0" SPAN 8°
TWA
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C-518
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3"0 WEEP HOLE, 10' O.C.
TYP. EACH SIDE
MIN. 1 CF OF #57 OR #78M
STONE IN GEOTEXTILE BAG
PLACED AT EACH WEEP HOLE
PRECAST REINFORCED CONCRETE BOX UNITS SHALL BE MANUFACTURED
IN ACCORDANCE WITH ASTM C1433.
SIZE OF PRECAST BOX UNIT SHALL BE AS INDICATED.
DESIGN LOADING SHALL BE IN ACCORDANCE WITH TABLE 2 FOR EARTH
LOAD AND INTERSTATE LIVE LOAD CONDITIONS. DESIGN EARTH COVER
= 4.7 FEET (MAXIMUM); 2.7 FEET (MINIMUM).
INTERNAL JOINT BETWEEN PRECAST UNITS SHALL BE SEALED WITH AN
NCDOT APPROVED BITUMEN/BUTYL SEALANT OR CLOSED CELL
NEOPRENE MATERIAL.
SEAL THE EXTERNAL JOINT WITH AN NCDOT APPROVED OUTSIDE
SEALER WRAP CONFORMING TO ASTM C877 THAT IS AT LEAST 12
INCHES WIDE AND COVERS THE JOINT ON BOTH SIDES AND THE
TOP OF THE BOX SECTION. PROVIDE OUTSIDE SEALER WRAP AS
A CONTINUOUS STRIP OR WITH MINIMUM 12 INCH LAP AT ANY JOINT.
INSTALL OUTSIDE SEALER WRAP IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
OUTSIDE SEALER WRAP SHALL BE COVERED WITH A 3 FOOT STRIP
OF GEOTEXTILE FABRIC CONFORMING TO NCDOT STANDARD
SPECIFICATIONS
SECTION 1056, FOR TYPE 4 GEOTEXTILE.
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING
STEEL EMBEDDED IN BARREL ARE SHOWN ON WING SHEET.
THE CONCRETE FOR THE PRECAST UNITS SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 P.S.I.. THE
CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN WALLS
SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I.
CAST -IN -PLACE CONCRETE SHALL BE POURED IN THE
FOLLOWING ORDER:
1. WING FOOTINGS, AND CURTAIN WALL.
2. HEADWALLS, WING WALLS.
ALL PRECAST UNITS SHALL BE PLACED PRIOR TO POURING THE
WINGS, END CURTAIN WALLS AND HEADWALLS. THE EXTERIOR
PRECAST UNITS SHALL BE UNDERMINED TO PROVIDE FOR THE
WING FOOTINGS TO BE POURED TO THE DEPTH AND DIMENSIONS
AS SHOWN ON THIS PLAN SHEET.
FOUNDATION CONDITIONING MATERIAL (#57 STONE) SHALL HAVE A
THICKNESS OF AT LEAST 1'-O" BELOW THE BOTTOM OF THE PRECAST
UNITS. THE MATERIAL SHALL BE FORMED AND SCREENED TO THE
PROPER ELEVATION AT LEAST 1'-0" BEYOND THE SIDES OF THE
PRECAST UNITS.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE
PREPARED FOUNDATION CONDITIONING MATERIAL, FEMALE END
UPGRADE WITH THE MALE END FULLY INSERTED AND EACH JOINT
CHECKED FOR ALIGNMENT PRIOR TO JACKING THE UNIT INTO
PLACE. SATISFACTORY FITTING AND PROPER GRADE SHALL BE
MAINTAINED AS THE WORK PROCEEDS.
CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION OPERATION
TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO THE JOINTS. UNITS
WHICH BECOME MISALIGNED, SHOW EXCESSIVE SETTLEMENT, OR HAVE
OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION SHALL
AT THE DISCRETION OF THE CONTRACTING OFFICER BE REMOVED AND
REPLACED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.
CONCRETE CHAMFERS ON EXTERIOR LONGITUDINAL EDGES OF THE
PRECAST UNITS MAY BE AS PER THE FABRICATORS RECOMMENDATION,
HOWEVER ALL WORKMANSHIP SHALL PROVIDE CONCRETE COVER OVER
THE REINFORCING AS SPECIFIED AND THE CONCRETE CHAMFERS
CHOSEN SHALL IN NO WAY FUNCTIONALLY LESSEN THE DESIGN.
III
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101 W. MAIN STREET, SUITE 900
NORFOLK, VA 23510
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ACTMIY
DOSS COMER
SATISFACTORY To DATE 2414 13
DES
DRW CHK
PROJECT MANAGER T. L. MULLEN
IPT TECH, BRANCH HEAD L. K. SHERFEY
CHIEF ENG/ARCH B. ABBOT
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BAR
NO.
SIZE
TYPE
LENGTH
H1
24
#4
STR
10'-10"
H2
8
#4
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7'-8"
H3
8
#4
STR
4'-1"
H4
48
#4
1
3'-3"
H5
8
#4
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11'-9"
N1
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N2
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N3
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V2
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7'-1"
V3
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#4
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5'-10"
V4
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#4
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4'-7"
V5
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#4
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Z1
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6'-0"
Z2
12
#5
3
5'-5"
Z3
12
#4
3
4'-7"
Z4
12
#4
3
S -10"
Z5
12
#4
3
NOTE:
DETAIL BASED ON NCDOT STANDARD DRAWING NO.
CW9008, STANDARD WINGS FOR CONCRETE BOX CULVERT,
H = 8'-0", SLOPE = 2:1, 90' SKEW
SEAL
MorteKm
nson
construction
® Systems
101 W. MAIN STREET, SUITE 900
NORFOLK, VA 23510
APPROVED
FOR COMMANDER NAVFAC
erinArtv
SATISFACTORY TO DATE 2 14 13
DES
DRa
CHK
PROJECT MANAGER
T. L MULLEN
IPT TECH, BRANCH HEAD L. K. SHERFEY
CHIEF ENG/ARCH
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III
PLAN
A3 AIRFIELD MANHOLE
FRAME AND COVER
_any I RIM ELEV. = 18.57 I�
18" HIGH RISER SECTION '� •'
(2) #7 BARS
1'-0"
#7 ® 6" O.C., E.W., EACH
FACE, STAGGERED
3'-0"
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I
1 I
C3
;1 o
C-601
1
J J ___-�j-60l_ __
__ r_____ r_____ T_____
I
TYP A2
A5
RFIELD
I 1
1
1 -
rn l I
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y_ ___ _i___
C-6 JJ
V VA 1
-22.60
I
_________ _ __
=16.45 I
I
I z TI i
SHEET NOTES:
1 REFER TO SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2 REFER TO SHEET C-002 & C-003 FOR SURVEY CONTROL
PLAN AND NOTES.
3 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
KEY NOTES:
CD
WASHRACK YARD HYDRANT
CID
VALVE WITH VALVE BOX
CD
FIRE HYDRANT ASSEMBLY
SANITARY MANHOLE, AIRFIELD TYPE
O
RAINWATER HARVESTING SYSTEM
O
OIL -WATER SEPARATOR (50 gpm)
O7
CONNECT 8" WATER SERVICE TO 8" EXIST. MAIN
W/ 8"x8" TAPPING SLEEVE VALVE
O
RAINWATER HARVESTING PRETREATMENT STRUCTURE
O
SANITARY SEWER FORCE MAIN
CD8"x6"
TEE
11
PUMP STATION, VALVE VAULT AND EMERGENCY PUMP
CONNECTION (160 gpm Q 89 TDH)
12
AFFF DIVERSION VAULT
CV
13
SANITARY SEWER CONNECTION
U
14
WASH RACK DIVERTER VAULT
LLj
2
15
RAINWATER HARVESTING VALVE &
cf)
TREATMENT HOTBOX
Lu
Z
1 g
RAINWATER HARVESTING 1-1/2"
=
BACK UP SERVICE CONNECTION (SEE PLUMBING)
U
Q
17
RWH WETWELL
18
SANITARY MANHOLE, NCDOT STD.
MATCHLINE SHEET CU103 _F GRAPHIC SCALE:
SITE UTILITY PLAN
a 25' 0 25' 50'
SCALE: 1 IN. = 25 FT.
1"=25'
1 2 3 4 5
1
1 1
1 1 1 1 1 1 1 1
-601
;1 1 1 1 1 1 I`
�_ �______I
____1_____i_____i_ �y______�
_LL11J_____J_____J____
LffL_____1_____1 ____J_____1___
1 1 1 I I 1
C-505
1
1
I I$5�T
pIT
1228L4 - SAN;
1 1 I 1 I 1 I 1 I I 1 I 1 I 1 I 1 I 1 1 1 1 I 1 1 1 I
L_____T_____ ______ ______ ______r_____r_____T__________r_____r_____T_____ _____--____.-,_I_____r_____r_____r_____T_____T_____�______�______r _
I 1 1 1 I I 1 I
1 1 1 1 1 I I 1 I I r I I 1 I I I I 1 I I I 1 I I I
UOUFAC
CA R�����i,
o.� _....._ 0/ ,
U2278,02 _
����R1 nin�p
3FA1
Mortenson
conscrucuon
System
101 W. W W STKET, SURE 90D
WOM 1M 23510
FOR MMWNDER MWAC
KWN
DOSS COMER
S416FA-FM TO DATE 2/14/13
DES CEC
DRW CEC
CHK BMS
PROJECT MANAGER T. L. MULLEN
IPT TECH. BRANCH HEAD L.K. SHERFEY
CHIEF ENG/ARCH B. ABBOT
Z ¢
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SCALE: AS NOTED
EPROJECT NO.: 803726
CONSTR. CONTR. NO.
N40065-12-C-7722
NAVFAC DRANRNG NO.
12644662
SHEET 37 OF 430
CU101
DRAwFORN REVISION: 10 NARCH 2M
C
L
0

1 2 3 4 5
SHEET NOTES:
a
a
D
w
w
\
I-
\
Cn
\
w
\
I-
Xl
TN
\
IM
l
U:
tt �
\ \
I
\ U
AI
c '
I
SANDFILTER 8
SANDFILTER A
G
K
In
PROPOSED
SANDFILTER A
2
11
TER C
PROPOSED
SANDFILTER B
I
\�� 1 THERE ARE NO WETLANDS WITHIN w
PROPOSED CONSTRUCTION LIMITS
a
Q EXISTING FF lT DRAINAGE BASIN NOTES
1 DY
SANDFILTER E
l TIN FF ITE,_l DRAINAGE BASIN A DRAINAGE BASIN E
4 SANDFILTER D TOTAL AREA = 198,501 SF TOTAL AREA = 149,353SF
OFF -SITE AREA= 1 1,907SF OFF -SITE AREA=18,618SF
ON -SITE AREA=186,594SF ON -SITE AREA=130,735SF
TOTAL IMP. AREA =168,965SF TOTAL IMP. AREA=140,776F
EX. OFFSITE IMP.=11,907SF* EX. OFFSITE IMP.=18,618SF*
PROPOSED IMP.=157,058SF PROPOSED IMP.=122,158SF o
% IMPERVIOUS = 85.1% % IMPERVIOUS = 94.3%
DRAINAGE BASIN B DRAINAGE BASIN G (ROOF)
TOTAL AREA = 199,41 1 SF TOTAL AREA = 60,895SF
OFF -SITE AREA=35,028SF OFF -SITE AREA=O.OSF „
ON -SITE AREA=164,383SF ON -SITE AREA=60,895SF
TOTAL IMP. AREA=186,009SF TOTAL IMP. AREA=60,895SF
EX. OFFSITE IMP.=35,028SF* EX. OFFSITE IMP.=OSF „
PROPOSED IMP.=150,981SF PROPOSED IMP.=60,895SF ,®
�- - - % IMPERVIOUS = 93.3% % IMPERVIOUS = 100.0%
\ DRAINAGE BASIN C DRAINAGE BASIN H
TOTAL AREA = 182,655SF TOTAL AREA = 47,351SF NPUFFAC
' \ OFF -SITE AREA=33,833SF OFF -SITE AREA=16,988SF
S\pN ON -SITE AREA=148,822SF ON -SITE AREA=30,363Sf
Sygw N13 TOTAL IMP. AREA=173,488SF TOTAL IMP. AREA=27,880SF �.�`\\ CARp��,��
\ PRONRM\(SN EX. OFFSITE IMP.=33,833SF* EX. OFFSITE IMP.=14,376SF �Ess
PROPOSED IMP.=139,655SF PROPOSED IMP.=13,504SF*
of Qp�E �p�`I,\'NpO\F %IMPERVIOUS = 95.0% % IMPERVIOUS = 58.9% _ No.22780 m
4/11/13 am p
DRAINAGE BASIN D DRAINAGE BASIN I
TOTAL AREA = 189,805SF TOTAL AREA = 136,162SF
R��\S\p \ ■ OFF -SITE AREA=34,005SF OFF -SITE AREA=O.OSF lilln 0
\ \ s
ON -SITE AREA=155,800SF ON -SITE AREA=136,162SF
TOTAL IMP. AREA=181,065SF TOTAL IMP. AREA=24,074SF
\ \ EX. OFFSITE IMP.=34,005SF* EX. OFFSITE IMP.=OSF
\\ PROPOSED IMP.=147,060SF PROPOSED IMP.=24,074SF* iMortenson
\ \ ■ % IMPERVIOUS = 95.4% % IMPERVIOUS = 17.7% construction
\ NOTE: 0System
\ * THIS PROJECT SEEKS CREDIT FOR TREATMENT OF 133,391SF OF y
EXISTING OFFSITE IMPERVIOUS AREA. AT THIS TIME 13,504SF 101 . Ww SMUT, sure 9w
AND 24,074SF OF CREDIT IS BEING APPLIED TO DRAINAGE nprFOUL1%23510
1 AREA H AND DRAINAGE AREA I, RESPECTIVELY. THE REMAINING
BALANCE OF 95,813SF OF IMPERVIOUS AREA CAN BE APPLIED n
TO FUTURE DEVELOPMENT.
LEGEND FMCOMIMADIN IIAVFAC
ICIMIT
EXISTING OFFSITE IMPERVIOUS = 133,391 SF DOSS COMER
B c D E I I■ (PROPOSED TREATMENT BY SANDFILTER BMP'S)
IsnnsFicran TO OATE 2/14/13
CHK BMS
I EXISTING OFFSITE IMPERVIOUS DES CEC IDRW CEC
PROJECT MANAGER T. L.MULLEN
= 14,346SF (DRAINAGE AREA H) IPT TECH. BRANCH HEAD L.K. SHERFE
■ DRAINAGE BASIN BOUNDARY CHIEF ENG/ARCH B. ABBOT
I
I z
I PROJECT BOUNDARY <Z
O > J
----- BYPASS BASIN BOUNDARY Z o z
INTERMITTENT STREAM 50' BUFFER Z Z z Of o
I L, I � Z Li
PROPOSED _ _PROPOSED_ _ _PROPOSED_ �\ ` - _ - ww 00
Q Q
SANDFILTER C SANDFILTER D SANDFILTER E ■ U Z N Z Z
z; �� Q
a�Z Z�
FPROPOSED DISSIPATION 1 Z chi Q Q
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ar
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EPRO.IECT NO, 803728
CONSTR. CONTR. NO.
q N40M-12-C-7722
3 G >w
FY:.- FSHEET
RAWING NO.
80' 0 80.180' OF 430
HORIZONTAL T'-80' C�Q
C-005
5 0 1 • DRAWOW REV510N_ 10 MARCH 1009
1iJ
C
0
0

2
3 � 4
C
1
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12625
Si
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ADJACENT PROJECT BOUNDARY
APPROX.
PERMIT NO. SW8 080945
ADJACENT APRON EXISTING APRON ORDINANCE LOADING AREA
EXISTING IMPERVIOUS TO
REMAIN /N DRAINAGE AREAS
------— — — — — — — — — — — — — — — — — — — — 7
yX
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Lu
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a-14
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106850
Lin
N
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S 45' 59' 102r E
/
45'
REVISION
kn
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PROJECT BOUNDARY
S
45'
397° E �—
Lo
0
=1
0
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87.67
ACENT PROJECT BOUNDARY
APPROX.
PERMIT NO. SW8 04/0I3
P705 PERIMETER STREET
PARKING GARAGE
45' 7' 56.33°
0
-v
0
cn
G)
7)
i a6 E/ / \
i
4791
S 47' l0 5
N 45' 56' 3!
PROPOSED APRON
� LOW DENSITY PROJECT BOUNDARY
PERMIT NO. SW8 I30/04
LOW DENSITY PERMIT MODIFIED TO
HIGH DENSITY PERMIT WITH THIS
SUBMITTAL
T N
w
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W N
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a �
215.87
N V N 4.h- 5/' 3/ 6`
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ADJACENT PROJECT BOUNDARY, APPR
PERMIT NO. SW8 081003 -LOW DENS
MICAS MARINE CORP FIRE TRAINER
INTERIM FACILITIES - NEW RIVER
80 0 80 160
HORIZONTAL 1"-80'
w
a
0
RIP
No.22780 _
SIAL
lMortenson
construdlon
• System
101 W. Iwl Sma. wx gm
NORF011f• VA 23510
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
DOSS COMER
SATISFACTORY TO DATE 2/14/13
DES CEC
DRW CEC
CHK BMS
PROJECT MANAGER T. L. MULLEN
IPT TECH. BRANCH HEAD L.K. SHERFEY
CHIEF ENG/ARCH B. ABBOT
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SCALE:
EPROJECT NO.: 803726
CONSTR. CONTR. NO.
N40085-12-C-7722
NAVFAC DRAWING NO.
SHEET OF 430
L
0
4 5 APR 10 2013
KY; -- ----
oRArFoltu REVISION: ,0 1WtCN �aav

1 1 2
III
4 1 5
D I TO SANDFILTER
A
AIRFIELD BYPASS DETAI
NOT TO SCALE
0
0
L PLAN VIEW - TOP SLAB
_ I 3'-0"
A
(BYPASS) PIPE
RT ELEVATIONS
(SEE TABLE)
RIM E
INLET (RWH) PIPE
INVERT =18.55
OUTLET (LEVEL SPREADER) PIPE
INVERT =18.55
RIM ELEVATION
t", T/. Ill r%
SECTION A -A
SECTION A -A
L 2"X4"X3/8" BOLT HOLES
/ i- CONT WELD
SECTION 1/2" THICK GALVANIZED
STEEL PLATE
L
D
HOLES FOR
= H
BOLTS
a
L
o
a
_ 5'-0"
1
I
WEIR PLAN
JLET PIPE /
UTLET (SANDFILTER) PIPE
JVERT ELEVATION
SEE TABLE) TABLE
Dimension Description
1RUCTURE INVERT ELEVATION
TEE TABLE)
0
OUTLET (BYPASS) PIPE
INVERT=18.55
:P
1
1
,
1
SF -A SF-B SF-C SF-D SF-E
Rim Elevation (ft)
20.68
21.50
20.22
18.94
17.12
Structure Invert Elevation (ft)
14.11
13.34
13.27
11.82
11.18
CD
Weir Height ft
4.69
4.41
4.18
4.42
4.07
v
Weir Elevation ft
18.80
17.75
17.45
16.24
15.25
01
Inlet Pipe Diameter (in)
36
30
36
6
6
Inlet Pipe Invert Elevation (ft)
14.11
13.34
13.27
11.82
11.18
Outlet (Sandfitter) Pipe Dia. (in)
36
30
36
36
36
Outlet (Sandfilter) Pipe Invert (ft)
14.11
13.34
13.27
11.82
11.18
Outlet (Bypass) Pipe Dia. (in)
30
30
30
30
30
Outlet (Bypass) Pipe Invert (ft)
14.61
13.84
1 13.78
12.32
11.68
SECTION
C5
BOLT HOLES
CONT WELD
1/2" THICK GALVANIZED
STEEL PLATE
c�
HOLES FOR
X
w
_
BOLTS
U
d
_ C
1n
LO
3 0
1' "1
WEIR PLAN
FM
CEIVEAY 10 2013
BY:--- --
NOWRIC
..AtuluuA..
No. 22780 m
3/25/13 a=�
C
�9
� j,,NERl n il%i P�``
SEAL
Mortenson
construction
System
101 W. YMN STREET, SURE 900
NORFOM VS 23510
FOR COMMWOER WAG
ACWN
DOSS COMER
SATISFACTORY TO BATE 2/14/13
DES CEC
DRW CEC
CHK BMS
PROJECT MANAGER T. L. MULLEN
IPT TECH. BRANCH HEAD L.K. SHERFEY
CHIEF ENG/ARCH B. ABBOT
Z a
z
v
Z
o >
w
U
U J
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K
z
0 W 111
Z Z
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ZZ
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w
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L
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LLJ
LL Q
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SCALE: AS NOTED
EPROJECT NO.: 803726
CONSTR. CONTR. NO.
N40M5-12-C-7722
NAVFAC DRAWING NO.
12644680
SHEET 55 OF 430
C-514
ORAWFORM RENSpN: 10 MARCH 2O0R
0
NO

0
V
C
I
me
NEW STORM DRAIN STRUCTURE DATA:
100
2'x3' AFDI (1) - CB -Al
RIM =
20.91
INV =
18.40
100 TO 101 1
100 LF
15 "
RCP (CL V) @ S= 0.80%
INV UP =
18.40
INV DOWN =
17.60
1 11
3'x4' AFDI (2) - CB-A2
RIM =
20.10
INV =
17.10
Fl 0 11 TO Fl02
232 LF
24 "
RCP (CL V) @ S= 0.30%
INV UP =
17.10
INV DOWN =
16.40
102
3'x4' AFDI (2) - CB-A3
RIM =
21.23
INV =
15.90
102 TO 103
157 LF
30 "
RCP (CL V) @ S= 0.30%
INV UP =
15.90
INV DOWN =
15.43
103
3'x5' AFDI (2) - CB-A4
RIM =
21.27
INV =
14.93
-lo-31 TO 107a
267 LF
36 "
RCP (CL V) @ S= 0.31%
INV UP =
14.93
INV DOWN =
14.11
107a
5'X6' BP - BP -A
RIM =
20.68
INV =
14.11
107a TO F1077
8 LF
36 "
RCP (CL IV) @ S= 0.30%
INV UP =
14.11
INV DOWN =
14.09
104
4'x4'AFDI (1) - CB-A5
RIM =
21.50
INV =
17.83
104 TO 105
85 LF
15 "
D.IRON @ S= 0.29%
INV UP =
17.83
INV DOWN =
17.58
105
4'x4' WRDV -
DV-A6
RIM =
21.80
INV =
17.58
105 TO 106
117 LF
15 "
D. IRON @ S= 0.59%
INV UP =
17.58
INV DOWN =
16.89
1057a
INLET -
IP-A
RIM =
18.00
INV =
18.50
105a TO 106
32 LF
18 "
RCP (CL III) @ S= 0.31%
INV UP =
14.09
INV DOWN =
13.34
l 061
Tx3' JB -
JB-A7
RIM =
21.00
INV =
15.39
106 TO 5-6-71
8 LF
18 "
RCP (CL III) @ S= 0.50%
INV UP =
15.39
INV DOWN =
15.35
107
SANDFILTER -
SF -A
RIM =
21.00/20.17
INV =
12.17
107 TO Fl13
9 LF
24 "
RCP (CL III) @ S= 0.30%
INV UP =
12.17
INV DOWN =
12.14
BYPASS - SANDFILTER A
907a TO 107b
38 LF
30 "
RCP (CL III) @ S= 0.29%
INV UP =
14.61
INV DOWN =
14.50
107b
4'X4' J B -
J B-A
RIM =
20.70
INV =
14.50
107b TO F113
26 LF
30 " RCP (CL III) @ S= 0.31%
INV UP =
14.50
INV DOWN =
14.42
DRAINAGE BASIN B
108
3'x4' AFDI (2) -
CB-131
RIM =
19.80
INV =
16.74
108 TO Flw
162 LF
18 "
RCP (CL V)
@ S= 0.30%
INV UP =
16.74
INV DOWN =
16.25
109
3'x4' AFDI (2) -
CB-132
RIM =
19.56
INV =
15.75
Flo--gl TO F1170
208 LF
24 "
RCP (CL V)
@ S= 0.30%
INV UP =
15.75
INV DOWN =
15.13
110
3'x4' AFDI (2) -
CB-133
RIM =
20.11
INV =
14.63
110 TO F-1-1-11
182 LF
30 "
RCP (CL V)
@ S= 0.30%
INV UP =
14.63
INV DOWN =
14.09
111
3'x4' AFDI (2) -
CB-134
RIM =
20.54
INV =
14.09
1 11 TO 112a
245 LF
30 "
RCP (CL V)
@ S= 0.31%
INV UP =
14.09
INV DOWN =
13.34
112a
5'X6' BP -
BP-B
RIM =
21.50
INV =
13.34
112a TO Fl12
8 LF
30 "
RCP (CL III)
@ S= 0.30%
INV UP =
13.34
INV DOWN =
13.32
112
SANDFILTER -
SF-B
RI M =
21.00/20.17
INV =
10.57
112 TO Fl-131
19 LF
24 "
RCP (CL III)
@ S= 0.30%
INV UP =
10.57
INV DOWN =
10.51
BYPASS - SANDFILTER B
Ea TO 112b 112
6 LF
30 "
RCP (CL III)
@ S= 0.33%
INV UP =
13.84
INV DOWN =
13.82
112b
4'X4' JB -
JB-B
RIM =
21.70
INV =
13.82
112b TO 112c
39 LF
30 " RCP (CL III) @ S= 0.31%
INV UP =
13.82
INV DOWN =
13.70
13
33'x4' AFDI (2) -
CB-Cl
RIM =
19.56
INV =
16.49
F1361 TO F1377
138 LF
18 "
RCP (CL V) @ S= 0.30%
INV UP =
16.49
INV DOWN =
16.07
137
3'x5' AFDI (2) -
CB-C2
RIM =
19.20
INV =
15.07
137 TO Fl38
182 LF
30 "
RCP (CL V) @ S= 0.30%
INV UP =
15.07
INV DOWN =
14.52
138
3'x5' AFDI (2) -
CB-133
RIM =
19.31
INV =
14.52
138 TO F139
207 LF
36 "
RCP (CL V) @ S= 0.30%
INV UP =
14.52
INV DOWN =
13.90
139
3'x5' AFDI (2) -
CB-C4
RIM =
19.70
INV =
13.90
139 TO 140a
206 LF
36 "
RCP (CL V) @ S= 0.31%
INV UP =
13.90
INV DOWN =
13.27
140a
5'X6' BP -
BP-C
RIM =
20.22
INV =
13.27
140a TO Fl-4ol
8 LF
36 "
RCP (CL IV) @ S= 0.30%
INV UP =
13.27
INV DOWN =
13.25
F1401
SANDFILTER -
SF-C
RIM =
20.41/19.58
INV =
10.72
946 TO Fl-1-61
25 LF
24 "
RCP (CL III) @ S= 0.30%
INV UP =
10.72
INV DOWN =
10.64
BYPASS - SANDFILTER C
140a TO 140b
48 LF
30 "
RCP (CL III) @ S= 0.31%
INV UP =
13.78
INV DOWN =
13.63
140b
4'X4' JB -
JB-C
RIM =
19.98
INV =
13.63
140b TO 116
56 LF
30 "
RCP (CL III) @ S= 0.30%
INV UP =
13.63
1W DOWN =
13.46
DRAINAGE BASIN D
141
3'x4' AFDI (2) -
CB-D1
RIM =
18.30
INV =
15.10
Fl-411 TO 442
109 LF
18 "
RCP (CL V) @ S= 0.35%
INV UP =
15.10
INV DOWN =
14.72
142
3'x4' AFDI (2) -
C13-132
RIM =
18.13
INV =
14.22
142 TO 143
235 LF
30 "
RCP (CL V) @ S= 0.30%
INV UP =
14.22
INV DOWN =
13.52
143
3'x5' AFDI (2) -
CB-D3
RIM =
18.87
INV =
13.02
143 TO 144
182 LF
30 "
RCP (CL V) @ S= 0.30%
INV UP =
13.02
INV DOWN =
12.48
144
Tx5' AFDI (2) -
CB-D4
RIM =
18.13
INV =
12.48
144 TO 145a
218 LF
36 "
RCP (CL V) @ S= 0.30%
INV UP =
12.48
INV DOWN =
11.82
145a
5X6' BP -
BP-D
RIM =
18.94
INV =
11.82
145a TO 145
8 LF
36 "
RCP (CL IV) @ S= 0.30%
INV UP =
11.82
INV DOWN =
11.80
145
SANDFILTER -
SF-D
RIM =
19.55118.52
INV =
9.26
145 TO 146
25 LF
24 "
RCP (CL III) @ S= 0.30%
INV UP =
9.26
INV DOWN =
9.20
BYPASS - SANDFILTER D
145a TO 145b
14 LF
30 "
RCP (CL III) @ S= 0.29%
INV UP =
12.32
INV DOWN =
12.28
145b
4'X4' JB -
JB-D
RIM =
18.77
INV =
12.28
145b TO Fl-461
56 LF
30 " RCP (CL III) @ S= 0.30%
INV UP =
12.28
1W DOWN =
12.11
150
2'x3'AFDI (1) -
CB -El
RIM =
18.50
INV =
15.26
Fl5ol TO Fl-511
85 LF
15 "
RCP (CL V) @ S= 0.34%
INV UP =
15.26
INV DOWN =
14.97
151
2'x3'AFDI (1) -
CB-E2
RIM =
18.50
INV =
14.22
Fl-511 TO Fl-531
320 LF
24 "
RCP (CL V) @ S= 0.30%
INV UP =
14.22
INV DOWN =
13.25
152
2'x3' AFDI (1) -
CB-E6
RIM =
17.10
INV =
14.35
Fl 521 TO 153
116 LF
15 "
RCP (CL V) @ S= 0.30%
INV UP =
14.35
INV DOWN =
14.00
153
3'x4' AFDI (2) -
CB-E3
RIM =
18.05
INV =
12.75
153 TO 155
122 LF
30 "
RCP (CL V) @ S= 0.32%
INV UP =
12.75
INV DOWN =
12.36
154
2'x3'AFDI (1) -
CB-E7
RIM =
16.68
INV =
13.66
154 TO Fl-551
116 LF
24 "
RCP (CL V) @ S= 0.69%
INV UP =
13.66
INV DOWN =
12.86
155
3'x4' AFDI (2) -
CB-E4
RIM =
17.35
INV =
12.36
155 TO 157
122 LF
30 "
RCP (CL V) @ S= 0.27%
INV UP =
12.36
INV DOWN =
12.03
156
2'x3'AFDI (1) -
CB-E8
RIM =
16.52
INV =
13.05
156 TO Fl57
116 LF
24 "
RCP (CL V) @ S= 0.45%
INV UP =
13.05
INV DOWN =
12.53
157
3'x5' AFDI (2) -
CB-E5
RIM =
17.22
INV =
11.53
F1571 TO 159a
83 LF
36 "
RCP (CL V) @ S= 0.42%
INV UP =
11.53
INV DOWN =
11.18
159a
6X6' BP -
BP-E
RIM =
17.12
INV =
11.18
159a TO Eial
8 LF
36 "
RCP (CL IV) @ S= 0.30%
INV UP =
11.18
INV DOWN =
11.16
159
SANDFILTER -
SF-E
RIM =
17.55/16.74
INV =
9.69
159 TO Fl-471
23 LF
24 "
RCP (CL III) @ S= 0.30%
INV UP =
9.69
INV DOWN =
9.62
BYPASS - SANDFILTER E
159a TO 159b
27 LF
30 "
RCP (CL III) @ S= 0.30%
INV UP =
11.68
INV DOWN =
11.60
159b
4'X4' J B -
J B-E
RIM =
17.00
INV =
11.60
159b TO 147
56 LF
30 " RCP (CL III) @ S= 0.30%
INV UP =
11.60
INV DOWN =
11.43
SHEET NOTES:
1 REFER TO SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2 REFER TO SHEET C-002 & C-003 FOR SURVEY CONTROL
PLAN AND NOTES.
3 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
4 ALL PIPE OUTLETS TO INCLUDE FLARED END SECTIONS UNLESS
NOTED OTHERWISE.
5 STORMWATER STRUCTURE DEFINITIONS_
AIRFIELD INLETS
AFDI(1) - SINGLE GRATE AIRFIELD DROP INLET
AFDI(2) - DOUBLE GRATE AIRFIELD DROP INLET
SEE DETAIL A5, SHEET C-505
WRDV - WASHRACK DIVERTER VAULT
SEE DETAIL A2/C505
6 STORMWATER STRUCTURES OUTSIDE OF AIRFIELD PAVEMENT
DI - NCDOT STD. DROP INLET
JB - NCDOT STD. JUNCTION BOX
SHALL BE PRECAST STRUCTURES IN ACCORDANCE TO NCDOT
STANDARD DRAWINGS
840.53 - MANHOLE
840.45 - DROP INLET / JUNCTION BOX
7 STORMWATER BYPASS STRUCTURE OUTSIDE AIRFIELD PAVEMENT
5'X6' BP - SANDFILTER BYPASS STRUCTURE
SEE DETAIL C5/C514
3'X4' BP - RAINWATER HARVESTER BYPASS STRUCTURE
SEE DETAIL A5/C514
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101 IL WIN STREET, SIM 900
NNFEILK, VA 23510
FOR WMIMNDER NAVFAC
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DOSS COMER
SATISFACTORY TO BATE 2/14/13
DES CEC DRW CEC CHK BMS
PROJECT MANAGER T. L. MULLEN
IPT TECH. BRANCH HEAD L.K. SHERFEY
CHIEF ENG/ARCH B. ABBOT
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CONSTR. CONTR. NO.
N40M-12-C-7722
NAVFAC DRAWING NO.
12644652
SHEET 27 OF 430
CG-100
C
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ORAWFORN RENSION: 10 MARCH 2

1 1 2
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NEW STORM DRAIN STRUCTURE DATA:
OUTFALL TRUNKLINE
AFFF SYSTEM / DRAINAGE BASIN I
RWH SYSTEM & DRAINAGE BASIN J
113
3'X5' JB -
SF-A/B(OF)
Fl 171
HANGAR -
TD_H1
Fl25
2'x3' JB -
JB-J1
RIM =
21.50
RIM =
23.00
RIM =
22.86
INV =
10.49
INV =
19.81
INV =
20.00
113 TO 113a
14 LF
48 "
RCP (CL 111) @ S= 0.29%
117 TO F1178
36 LF
18 "
RCP (CL V)
@ S= 1.50%
125 TO 126
104 LF
12 "
PVC (SDR35)@ S= 0.80%
INV UP =
10.49
INV UP =
19.81
INV UP =
20.00
INV DOWN =
10.45
INV DOWN =
19.28
INV DOWN =
19.17
l-T
5'X5' JB -
JB-A2
IF 1-181
4'x4' AFDV -
DV H2
126
2'x3' JB -
JB-J2
RIM =
21.50
RIM =
22.25
RIM =
22.75
INV =
10.45
INV =
19.23
INV =
19.17
913a TO 192c
187 LF
48 "
RCP (CL III) @ S= 0.31%
118 TO 11
224 LF
18 "
RCP (CL V)
@ S= 1.50%
126 TO F1277
161 LF
15 "
RCP (CL III)
@ S= 0.30%
INV UP =
10.45
INV UP =
19.23
INV UP =
19.17
INV DOWN =
9.87
INV DOWN =
18.87
INV DOWN =
18.69
112c
4'X6 JB -
JB-B2
119
4'X18'AFJB -
AF H3
---
RIM =
22.00
RIM =
22.10/21.80
127
2'x3' JB -
JB-J5
INV =
9.87
INV =
15.27
RIM =
23.00
INV =
17.86
912c TO F1-161
198 LF
48 "
RCP (CL III) @ S= 0.30%
Fl-l-91 TO Fl26
144 LF
48 "
RCP (CL V)
@ S= 0.30%
INV UP =
9.87
AFFF STOP,
INV UP =
15.27
127 TO Fl-28-1
160 LF
24 "
RCP (CL III)
@ S= 0.30%
INV DOWN =
9.28
INV DOWN =
14.84
INV UP =
17.86
INV DOWN =
17.38
116
8'X8' JB -
SF-C(OF)
120
4'X18'AFJB -
AF_H4
RIM =
19.60
RIM =
22.10/21.80
F128
2'x3' JB -
JB-J8
INV =
9.28
INV =
14.84
RIM =
23.00
INV =
17.38
116 TO 146
170 LF
54 "
RCP (CL 111) @ S= 0.30%
120 TO Fl21
88 LF
24 "
RCP (CL V)
@ S= 2.00%
INV UP =
9.28
INV UP =
18.84
228 TO 129
48 LF
24 "
RCP (CL 111)
@ S= 0.30%
INV DOWN =
8.77
INV DOWN =
17.08
INV UP =
17.38
INV DOWN =
17.24
146
8'X8' JB -
SF-D(OF)
121
4'x4' JB -
JB_H5
RIM =
18.50
RIM =
21.05
129
2'x3' JB -
JB-J10
INV =
8.77
INV =
17.08
RIM =
22.75
INV =
17.22
146 TO Fl47
185 LF
60 "
RCP (CL III) @ S= 0.30%
121 TO Fl23
172 LF
24 "
RCP (CL V)
@ S= 2.00%
INV UP =
8.77
INV UP =
17.08
129 TO F137o
4 LF
24 "
RCP (CL III)
@ S= 0.30%
INV DOWN =
8.21
INV DOWN =
13.64
INV UP =
17.22
INV DOWN =
17.21
147
8'XV JB -
SF-E(OF)
rl22
3'x5' DI -
CB_H7
RIM =
17.00
RIM =
17.00
130
CDS
INV =
8.21
INV =
11.26
RIM =
22.85
INV(IN) =
17.21
24" PIPE
147 TO 160
32 LF
72 "
RCP (CL III) @ S= 0.31%
Fl-221 TO F1273
22 LF
42 "
RCP (CL IV)
@ S= 0.30%
INV(RWH) =
17.21
12" PIPE
INV UP =
8.21
INV UP =
11.26
INV(BYPASS) =
18.70
18" PIPE
INV DOWN =
8.11
INV DOWN =
11.19
130 TO 130a
50 LF
18 "
RCP (CL 111)
@ S= 0.30%
123
5'x5' JB -
JB_H6
INV UP =
18.70
RIM =
21.85
INV DOWN =
18.55
INV =
11.88
130a
3'x4' BP -
BP-RWH
123 TO F1274
32 LF
42 "
RCP (CL IV)
@ S= 0.30%
RIM =
21.53
INV UP =
11.88
INV =
18.55
INV DOWN =
11.78
130a TO 136b
8 LF
18 "
RCP (CL III)
@ S= 0.63%
124
4'x6' JB -
JB_H8
INV UP =
18.55
RIM =
21.80
INV DOWN =
18.50
INV =
11.88
BYPASS - RAINWATER HARVESTER
130a TO 130c
16 LF
18 "
RCP (CL III)
@ S= 0.31%
INV UP =
INV DOWN =
18.55
18.50
SHEET NOTES:
1 REFER TO SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2 REFER TO SHEET C-002 & C-003 FOR SURVEY CONTROL
PLAN AND NOTES.
3 ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
4 ALL PIPE OUTLETS TO INLCUDE FLARED END SECTIONS UNLESS
NOTED OTHERWISE.
5 STORMWATER STRUCTURE DEFINITIONS:
AIRFIELD INLETS
AFDI(1) - SINGLE GRATE AIRFIELD DROP INLET
AFDI(2) - DOUBLE GRATE AIRFIELD DROP INLET
SEE DETAIL A5, SHEET C-505
AFDV - AFFF DIVERSION VAULT
SEE DETAIL A5/C506
6 STORMWATER STRUCTURES OUTSIDE OF AIRFIELD PAVEMENT
DI - NCDOT STD. DROP INLET
JB - NCDOT STD. JUNCTION BOX
SHALL BE PRECAST STRUCTURES IN ACCORDANCE TO NCDOT
STANDARD DRAWINGS
840.53 - MANHOLE
840.45 - DROP INLET / JUNCTION BOX
7 STORMWATER BYPASS STRUCTURE OUTSIDE AIRFIELD PAVEMENT
5'X6' BP - SANDFILTER BYPASS STRUCTURE
SEE DETAIL C5/C514
3'X4' BP - RAINWATER HARVESTER BYPASS STRUCTURE
SEE DETAIL A5/C514
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PROJECT MANAGER T. L. MULLEN
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CONSTR. CONTR. NO.
N40085-12-C-7722
NAVFAC DRAWING NO.
12644653
SHEET 28 OF 430
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3. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM
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DRAINAGE BASIN NOTES
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EXISTING IMPERVIOUS = 35,263SF (0.81AC)
PROPOSOED IMPERVIOUS:
SIDEWALK = 3,819 sf (0.09 oc)
FOUNDATION = 55,444SF (1.27 AC) -
PAVEMENT = 16,099SF (0.36AC)
TOTAL = 75,362SF (1.73AC)
TOTAL IMPERVIOUS = 110,625SF (2.54AC)
% IMPERVIOUS = 23.9%
KEY NOTES:
1O 50' INTERMITTENT STREAM BUFFER
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GRAPHIC SCALE: M40085-12—C-7722
NAVEAC DRAVANG NO
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