SW6120604_APPROVED PLANS_20120626

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW I O�D� V(O('��
DOC TYPE
❑ CURRENT PERMIT
pAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
26/
YYYYMMDD

GENERAL NOTES
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
STANDARDS AND SPECIFICATIONS OF FORT BRAGG, NORTH
CAROLINA UNLESS OTHERWISE NOTED.
2. EXISTING PAVEMENT, CONCRETE, AND OTHER UNSUITABLE
MATERIALS SHALL NOT BE USED AS FILL AND SHAL
L BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE
CONTRACTOR'S EXPENSE. CONTRACTOR IS RESPONSIBLE
FOR PERMITTING AND FEES FOR DISPOSAL.
EXISTING
O
fl T
SITE LEGEND
CURB 8 GUTTER
24" CURB & GUTTER
2' CONCRETE RIBBON CURB
GRADING, ROADS, & SIDEWALK
1. ALL SELECT AND BORROW MATERIAL SHALL MEET
CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S
STANDARDS AND SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. UNLESS OTHERWISE NOTED IN THE CONTRACT
DOCUMENTS ALL MATERIALS AND CONSTRUCTION METHODS
FOR ROADWAYS & STORM DRAINAGE IMPROVEMENTS TO FORT
BRAGG ROADWAYS SHALL CONFORM TO THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS &
SPECIFICATIONS.
3. CONTRACTOR SHALL PLACE AND COMPACT FILL
MATERIALS FOR THAT PORTION OF THE FILL UNDER
PARKING AREAS, DRIVEWAYS, CONCRETE PADS, AND
SIDEWALKS, COMPACT TO A DENSITY OF NO LESS
THAN 95 PERCENT OF THE MAXIMUM STANDARD
PROCTOR DRY DENSITY AS DETERMINED BY AASHTO
METHOD T99. OTHER FILL MATERIAL SHALL BE
COMPACTED TO A DENSITY OF NO LESS THAN 90
PERCENT OF THE MAXIMUM STANDARD PROCTOR DRY
DENSITY AS DETERMINED BY AASHTO METHOD T99.
UTILITIES LEGEND
COMMUNICATIONS
OHC OVERHEAD CABLE LINE
UGC UNDERGROUND CABLE LINE
T TELEPHONE LINE
FO FIBER OPTIC/TELEPHONE LINE
PAVEMENTS
PAVEMENT SAWCUT LINE —••—••—••—•, NATURAL GAS
NEW ASPHALT PAVEMENT G NATURAL GAS MAIN
© NATURAL GAS METER
NEW CONCRETE PAVEMENT
A POWER/ELECTRIC
OFE OVERHEAD ELECTRIC LINE
SITE IMPROVEMENTS UGE UNDERGROUND ELECTRIC LINE
----iAVCE UNKNOWN ELECTIC LINE
BUILDING/STRUCTURE pp POWER POLE
AREA LIGHT/LUMINAIRE
SIGNS SANITARY SEWER
TOPOGRAPHY/GRADING
—241— GROUND/GRADE CONTOUR (MINOR) 291
�391— GROUND/GRADE CONTOUR (MAJOR) 291
3ee.ee 296.9
SPOT ELEVATION
VEGETATION
TREELINE/WOODSLINE
®
#
STAND ALONE TREE OR BUSH
i
SS PIPE SS
® MANHOLE
CO CLEANOUT Co
STORM DRAINAGE
SD STORM PIPE SD —
CATCH BASIN, DROP INLET, 0
OPEN -THROAT INLET
OD STORM MANHOLE QD
/`­ � STORM OUTLET/ENDWALL
WATER
— W
WATER MAIN
w
FIRE HYDRANT ASSM.
N
VALVE
H
OW
WATER MANHOLE
0 o
WATER METER
DRAINAGE
1. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES
PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH
WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL
WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE
WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS
PIPE LAYING AND GRADING IS COMPLETED. NO WATER SHALL BE
ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED
TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY
UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS).
ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE
DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION
AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
UTILITIES
1. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE
T Y THE ENGINEER. DIRECTED B E ENGI EE .
2. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III
UNLESS OTHERWISE NOTED ON THE PLANS.
3. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL
EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND
AGREE ON THE CONDITION OF THE PIPES PRIOR TO
CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REPAIR OR REPLACEMENT OF THE PIPE(S).
4. THE CONTRACTOR SHALL CONTACT THE LOCATOR AT
910-394-2776 BEFORE COMMENCING ANY WORK. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES
WHETHER INDICATED ON THE DRAWINGS OR NOT. THE CONTRACTOR
WILL ASSURE THE PRESENCE ONSITE OF A REPRESENTATIVE OF
THE GAS COMPANY WHEN WORKING IN THE VICINITY OF ANY GAS
MAINS.
STANDARD
ABBREVIATIONS
A.D.
AREA DRAIN
FT.
FOOT. FEET
OUAN.
QUANTITY
APPX.
APPROXIMATELY
GND.
GROUND
R
RADIUS
BLDG.
BUILDING
HC
HANDICAP
RCP
REINFORCED CONCRETE PIPE
CB
CATCH BASIN
HYD.
HYDRANT
RED.
REQUIRED
CEM.
CEMENT
HW
HEAD WATER
RET.
RETURN
CFS
CUBIC FT PER SECOND
I.E.
INVERT ELEVATION
R/W
RIGHT-OF-WAY
C.O.
CLEAN OUT
IN.
INCHES
S.B.
SEDIMENT BASIN
CONC.
CONCRETE
INV.
INVERT
SCH.
SCHEDULE
CUMM
CUMMULATIVE
L.F.
LINEAR FEET
SO
STORM DRAIN
DB
DEED BOOK
MAX.
MAXIMUM
SECT.
SECTION
DET.
DETAIL
MECH.
MECHANICAL
SF
SILT FENCE
DIP
DUCTILE IRON PIPE
MH
MANHOLE
SPEC.
SPECIFICATIONS
D.S.
DOWN SPOUT
MIN.
MINIMUM
SO. FT.
SQUARE FEET
DWG.(S)
DRAWING(S)
MISC.
MISCELLANEOUS
SS
SANITARY SEWER
E
EAST, EASTING
MPH
MILES PER HOUR
STA.
STATION
EA.
EACH
N
NORTH, NORTHING
STD.
STANDARD
EL., ELEV.
ELEVATION
N/A
NOT APPLICABLE
SW
SIDEWALK
ELEC.
ELECTRIC
NO.
NUMBER
TEL.
TELEPHONE
EQUIP.
EQUIPMENT
O.C.
ON CENTER
TYP.
TYPICAL
EX., EXIST.
EXISTING
P.G.
PAGE
W
WATER
FES
FLARED END SECTION
P.P
POWER POLE
W/
WITH
FF
FINISHED FLOOR ELEVATION
PSI
POUNDS PER
W.G.
WATER GAUGE
SQUARE INCH
WV
WATER VALVE
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GENERAL NOTES
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PROJECT STATUS
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NOTES:
E
1. COORDINATE SI E PLAN Wi H GRADING AND DRAINAGE PLAN (CG-01),
STORMWATER MA AGEMENT PLANS (B -01 $ BMP-02), EROSION
CONTROL PLAN (EC-01), AM CONSTRUCTION SEOUENCE (G-3).
i
2. ALL SITE WORK INVOLVING EARTH ISTURBING ACTIVITIES SHALL
OCCUR WITH THE LIMITS CONS T UCTION (LOC), AS SHOWN ON
THE EROSION C1 TROL PL (EC-01).
3. THE CONTRACTOIR' SHALL C LY WITH GENERAL AND EROSION
CONTROL NOTM (SEE SHEE S 6-2 �ND G-3).
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
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NO.
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DESCRIPTION
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DATE: MAY 30. 2012
CSE PROD. w BAR-0029
DRAW JBR
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PROD. MGR. CAR
AIRMEN'S CAMPUS
B309 PARKING LOT
PROJECT STATUS
100% FINAL DESIGN
SITE -PLAN
CS-01

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YI-1
TYPE III EXISTING YARD INLET
(REPLACE IF REO'D BY CONDITIONS)
GRATE = 207.28,
INV. IN (E) ■ 205.46' (EX. 6")
INV. IN (S) a 205.15, (EX. 1811)
IW . IN (SE) ■ 205.15 (NEW 1511)
INV. OUT (N) a 205.14, (EX. 1811)
p4RKING
DI-1
TYPE = 4':4' CONCRETE DROP INLET
WITH TRASH RACK,
GRATE = 214.0
DEPTH = 5.25 FT
INV. IN (N) 210.0 (3-611)
INV. OUT (S) = 208.75 (15")
DI-2
TYPE ■ 41x4' CONCRETE DROP INLET
WITH TRASH RACK
GRATE = 218.45
DEPTH 4.15 FT
INV. IN (N) = 214.3 (611)
INV. IN (E) a 214.3 (6")
INV. OuT (S) a 214.3 (1511)
7's
MH-1
TYPE 5'0 PRECAST CONC. MANHOLE,
LID = 215.7
DEPTH = 7.80 FT
INV. IN (N) a 200.00 (15")
INV. IN (E) ■ 208.00 (15")
INV. OUT (W) ■ 207.90 (15")
TYPE = CONC. DROP INLET TYPE ■ 410 PRECAST CONC. MANHOLE,
GRATE = 209.00 LID ■ 211.7
DEPTH = 3.00 FT DEPTH a 4.40 FT
INV. IN (E) ■ 206.10 (1511
) INV, IN (E) ■ 207.40 (1511)
INV. OUT (NW) 111 206.00 (15") INV, OUT (W) 207.30 (1511)
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CB-2 CONCRETE L ING STAIRS
TYPE ■ CONC. CATCH BASIN AND RAMP. E D�TAILS.-
GRATE = 217.23
DEPTH 2.25 FT
INV. IN (E) = 214.98 (15")
INV. OUT (W) = 214.88 (1511)
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NOTES: I
1. COORDIN TE GRADING AND DR INAGE PLAN WITH SITE PLAN (CS-01),
STORMWA ER MANAGEMENT PLA S (BMP-01 & BMP-02) EROSION
CONTROL PLAN (EC-0 ), AND CONSTRUCTION SEOUEN6E (G-3).
2. ALL SIT WORK INVOLVING EARTH DISTURBING ACTIVITIES SHALL
OCCUR WITH THE LIMITS OF ONSTRUCTION (LOC), AS SHOWN ON
THE ERO ION CONTROLPLAN EC-01).
3. THE CONTRACTOR SHALL COMP Y WITH GENERAL AND EROSION
CONTROL NOTES (SEE SHEETS 6-2 AND 0-3).
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
CMD
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NO.
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DESCRIPTION
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DATE: MAY 30. 2012
CSE PROD. a BAR-0029
DRAWN JBR
DESIGNED JOR
CHECKED CNN
PROJ• MGR. GAR
AIRMEN'S CAMPUS
B309 PARKING LOT
PROJECT STATUS
100% FINAL DESIGN
GRADING AND
DRAINAGE PLAN
CG-01

-L IVE
'DA'K - TREE .(S'.) , LN
ACCORDANCE'. W ITH
FORT.''
Ll
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'AS SHOWN (IN FEE 22G.
-, C_. I 'j.
UNDERDRA IN
C L E AN Q UT . -.T YP i
21.9':-'55 21.9.6
1000
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219.
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220 .'0
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BIORETENTION BASIN ISLAND — PLAN VIEW
PER.
Lf►�4�rLr,'
WUX
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I A va, ®r
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(TOP OF SOD)
BIORETENTION BASIN ISLAND — SECTION B—B
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2' BIORETENTION SOIL MEDIA*
MIX: 85-88% SAND,
8-12% FINES,
3-5% ORGANICS
MIN. DRAINAGE: 1 TO 2 IN/HR
RATE
WASHED SAND
4-WOVEN FILTER FABRIC
NO. 57 STONE
BASIN SECTION DETAIL (Z—Z)
NOT TO SCALE
*NOTE:
THE PHOSPHORUS INDEX (P-INDEX) FOR
THE SOILD MEDIA SHALL BE BETWEEN 10 AND 30.
SIDEWALK
(SEE PLAN)
2' RIBBON CURB AND 15' WIDTH
ASPHAL T PAVEMENT
— — — — — — — — — — — — — — — — — —
— — — — — — — — — — —
r
.o 6" WIDTH x 611 DEPTH RIVER ROCK
12"0 RCP STORM PIPE BETWEEN "WASHED" SOD AND CURB
WAVER SIDEWALK) "WASHED" SOD
5' WIDTH BIORETENTION SOIL WDIA
i 1 2' DEPTH BIO[RETENTIOV
SOIL MEDIA LAYER
--------� (SEE SECTION Z-Z)
8 "0 AVRE UNDERDRA IN — - — - � 1 ' DEPTH BIORE TEN TION
SUBDRAINAGE LAYER WITH
OWERDRAIN PIPE
(SEE SECTIOIIV Z-Z)
BIORETENTION BASIN ISLAND — SECTION C—C
NOT TO SCALE
WO VOLUME
TOTAL DA =
0.44 AC
IMP. AREA =
0.31 AC
I(A) =
71%
RV =
0.68 IN
R(D) =
1.0 IN
TREATMENT VOL. =
1,093 CU. FT.
TREATMENT VOL.
PROVIDED =
11433 CU. FT.
NOTES:
1. COORDINATE WITH GRADING AND DRAINAGE
PLAN (SHEET CG-01)
2. SEE DETAIL SHEET DT-03 FOR RISER AND
CLEANOUT DETAILS.
(9
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NO.
DATE
DESCRIPTION
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lfiWQ R rfl farm an this aanrant rtthWt rittpn allthWiZatICn am
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1
DATE: MAY 30, 2012
cSE PRO.I. is BAR_0029
DRAWN JBR
DESIGNED JBR
CHECKED CHW
PROJ. NCR. GAR
AIRMEN'S CAMPUS
B309 PARKING LOT
PROJECT STATUS
100% FINAL DESIGN
BIORETENTION
BASIN ISLAND
DETAIL SHEET
BMP-01

GRAPHIC SCALE
10 0 5 10 20
TO ELEVATION OF a
BIO.KENTIr
25.0
fl
° D AS SHOWN (IN FEEL]
215 7 ,� v
'x
p v
p a d a
BOTTOM ELE ATION OF
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CO = 213.0 1 a o
BIORET NTION BASIN D �j
FOR ST�RMWATER MGMT
D
S � °
O ^ CO
RIPRAP
1
FOREBAY a a
o �a o
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1 N
CD / � �
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DROP INLET WITH1TRASH RACK
(%Er GRAp LNG —Pt AN )
° .
4 VERTICAL 0 2 4
10 HORIZONTAL 0 5 10
AS SHOWN (IN FEET)
4' x 4' CgIVCRE71E CA
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T�
INV. IN ( l = .9,10.00
INV. OUT I SEEG14ADl N
PL A ---~-!—
1
FINISHED
GRADE
P
BIORETENTION BASIN - PLAN VIEW
20.0
J
W
FINISH GRADE
— (z 213. 0 )
211.0
—SOIL AEDIA LAYER—'
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BIORETENTION BASIN - SECTION
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21 BIORETENTION SOIL MEDIA*
MIX: 85-88% SAND,
8-12% FINES
3-5% ORGANICS
MIN. DRAINAGE: 1 TO 2 IN/HR
RATE
WASHED SAND
*NOTE:
N—WOVEN FILTER FABRIC THE PHOSPHORUS INDEX (P—INDEX) FOR
NO. 57 STONE THE SOILD MEDIA SHALL BE BETWEEN 10 AND 30.
BASIN SECTION DETAIL (Y-Y)
NOT TO SCALE
WO VOLUME
TOTAL DA =
0.83 AC
IMP. AREA =
0.54 AC
I(A) =
65%
RV =
0.63 IN
R(D) =
1.0 IN
TREATMENT VOL. =
1,915 CU. FT.
TREATMENT VOL.
PROVIDED =
2,454 CU. FT.
NOTES:
1 COORDINATE WITH GRADING AND DRAINAGE
PLAN (SHEET CG-01)
2. SEE DETAIL SHEET DT-03 FOR RISER AND
CLEANOUT DETAILS.
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NO.
DATE
DESCRIPTION
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liability to Call SignEngirwrs. PA
1
DATE: MAY 30. 2012
CSE PROD. x SAR_0029
DRA11N JOR
DESIGNED JBR
CHECKED CHW
PROD. MGR. GAR
AIRMEN'S CAMPUS
B309 PARKING LOT
PROJECT STATUS
100% FINAL DESIGN
BIORETENTION BASIN
DETAIL SHEET
BMP-02