SW8070925_APPROVED PLANS_20071010

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0:1 0 1� 2,S
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
E00-1\01U
YYYYMMDD

5
I
C
I
8
RODRIGUEZ
RIPLEY
MADDUX
MOTLEY
ARCHITECTS
ABBREVIATIONS
AIRCRAFT FIRE RESCUE FACILITY P-671
Hankins and Anderson
Consulting Engineers
IVICAS NEW RIVER
JACKSONVILLE, NORTH CAROLINA
ATC
ACOUSTICAL TILE CEILING
GALV
GALVANIZED
REINF
REINFORCING
ADJ
ADJUSTABLE
GB
GRAB BAR
REQD
REQUIRED
AFF
ABOVE FINISH FLOOR
GND
GWB
GROUND
GYPSUM WALLBOARD
RM
ROOM
ACOUST
ACOUSTICAL
GYP
GYPSUM
RFP
REQUEST FOR PROPOSAL
ALUM
ALUMINUM
H
HEIGHT
SAPC
SUSPENDED ACOUSTICAL
ANC
ANCHOR
H/C
HANDICAPPED
PANEL FILING
BD
BOARD
HDW
HARDWARE
SECT
SHT
SECTION
SHEET
BLDG
BUILDING
HM
HOLLOW METAL
SIM
SIMILAR
BLKG
BLOCKING
HND
HAND
SP
SPALL
BATH
BATHROOM
HP
HIGH POINT
CLO
CLOSET
HORIZ
HORIZONTAL
SF
SQUARE FOOT
CLG
CEILING
IF
INSIDE FACE
SQ
SQUARE
CLR
CLEAR
INSUL
INSULATION
SS
STAINLESS STEEL
CMU
CONCRETE MASONRY UNIT
INT
INTERIOR
STD
STANDARD
COL
COLUMN
JAN
JANITOR
STL
STEEL
CONIC
CONCRETE
JT
JOINT
STRUCT
STRUCTURAL
CONST
CONSTRUCTION
L
LONG
SUSP
SUSPENDED
CONT
CONTINUOUS
LAM
LAMINATE
TEMP
TEMPORARY
COORD
COORDINATE
LAV
LAVATORY
TER
TERRAllO
CPT
CARPET
LWR
LOWER
THK
THICK
CT
CERAMIC TILE
MAR
MARBLE
TP
TEXTURED PLASTER/
CO
CLEANOUT
MAX
MAXIMUM
TOILET PARTITION
D
DEPTH/ DEEP
MDF
MEDIUM DENSITY FIBERBOARD
Typ
TYPICAL
DIA
DIAMETER
MECH
MECHANICAL
T&G
TONGUE AND GROOVE
DN
DOWN
MFR
MANUFACTURER
TOM
TOP OF MASONRY
DR
DOOR
MIN
MINIMUM
LION
UNLESS OTHERWISE NOTED
DS
DOWNSPOUT
MR
MOISTURE RESISTANT
VAT
VINYL ASBESTOS TILE
DTL
DETAIL
MTD
MOUNTED
VB
VINYL BASE
DWGS
DRAWINGS
MTL
METAL
V
V WALL COVERING
EA
EACH
NIC
NOT IN CONTRACT
VERT
VERTICAL
EF
EXHAUST FAN
NTS
NOT TO SCALE
VCR
VINYL COMPOSITION TILE
EIFS
EXTERIOR INSULATION FINISH SYSTEM
OC
ON CENTER
VTR
VENT THRU ROOF
ELEC
ELECTRICAL
OF
OUTSIDE FACE
W
WIDE
ELEV
ELEVATION
OPNG
OPENING
W
ETR
EXISTING TO REMAIN
PPP
OPPOSITE
WWITH
OOD/
EQ
EQUAL
PAINT
WWF
WELDED WIRE FABRIC
EXIST, EX
EXISTING
PC
PRECAST
&
AND
EXP
EXPANSION, EXPOSED
PR
PAIR
@
AT
EXT
EXTERIOR
PL
PLATE
it
PLATE
EWC
ELECTRIC WATER COOLER
PLAS
PLASTER
#
NUMBER
FEC
FIRE EXTINGUISHER CABINET
PLYWD
PLYWOOD
11
ANGLE
FIN
FINISH
PTD
PAINTED
FLR
FLOOR
RVC
POLY VINYL CHLORIDE
FT
FOOT
RADIUS, RISER
G
GROUT
REFER
REFERENCE
GA
GAUGE
REF
REFRIGERATOR
HOGGARD—EURE
ASSOCIATES, P.C.
Engineers -Surveyors. Planners
901 PortCentre Parkway, Suite 5
Portsmouth, Virginia 23704
■McPHERSON
■DESIGN
■GROUP P.C.
STRUCTURAL ENGINEERS
6371 Center Drive, Suite 100
Norfolk, Vir inia 23502-4102
Phone (757� 965-2000
Facsimile [phone]
www.McPhersonDesignGroup.com
AREAMAP NOT TO SCALE
S 0 ATION MAP
C 4
R'
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N
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� CAMP LEJEUNE
KEY MAP
0 4' 8' 16' 24' 0 2' 4' 8' 12' 0 6" 1' 2' 3' 4' 6 6' 0 6" 1'
1/8"=V-0" 1/4"=l'-0" 1/2"=l'-0" 3/4"=1' 0"
11 2 3
PROJECT SI
Hughes Associates, Inc.
Fire Science and Engineering
LOCATION MAP NOT TO
2' 3' 4' 0 3" 6" 9" 1' 2' 3'
4
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619
SFAL
SUBMRTED BY
FIRM MEMBER
DATE
APPROVED
ACTIVITY - SARSF& M TO
DAIS
APPROVED
FOR COMMANDER NWFAC
DATE
DES KTB DR SK
CHK KTB CC KTB
DESIGNER KTB/DRS
REVIEWED BY
CC
AIC/EIC ???
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
U z
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mwater Permit Documents N O f , W
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cordance with these documents is V
�,r,,,,,,,, , ,,,,, _.armwater permit North Carolina U - W _
rules require that the stormwater system designer LLI (n
Inspect during consVuclIOn 'Irtity conformity with the I — ? z W W
plans and specs; and certi compliance with the v'
stormwater rul#s.ItSAN 2 OB(j)� /���-' N W
Permit # J ,; i� Date
7 INC Division of Winer O X IWyJ W
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SCALE: AS NOTED
O MAXIMO NO.
TDB ORDER NO. 5A1430
ll� SPEC. NO. TBD
CONSTR. CONTR. NO.
N40085-06—D-4010
NAVFAC DRAWING NO.
(�
YYYYYYYY
0 3" 6" 9" 1' 2' SHEET X OF
5
DRAWFORM REVLSM 01 AUGUST 4004
0

1 1 2
3
4 I 5
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GENERAL NOTES: (SHEETS C-001 THRU C-506)
1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR., ENGINEER —
SURVEYOR LTD., DATED APRIL 2006 AND SUPPLEMENTED BY HOGGARD
EURE ASSOCIATES, P.C., PORTSMOUTH, VIRGINIA, FEBRUARY 2007.
2. ELEVATIONS ARE IN FEET AND REFER TO NATIONAL GEODETIC VERTICAL DATUM
(NGVD) 1929 AND ARE BASED ON CAMP LEJEUNE STATION NR-9.
3. TEMPORARY BENCHMARK (TBM) IS "❑" CUT ON NORTH END OF CENTERLINE
CONCRETE HEADWALL, AS INDICATED. ELEV. = 17.06.
4. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED
BY THIS SURVEY. UTILITIES SHOWN ARE BASED ON ABOVE GROUND
STRUCTURES AND AVAILABLE UTILITY PLANS. THE CONTRACTOR SHALL FIELD
VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
5. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES AND FACILITIES
SHALL REMAIN.
6. ALL DIMENSIONS ARE TO FACE OF BUILDING AND FACE OF CURB UNLESS
OTHERWISE INDICATED.
7. PROVIDE TOPSOIL, SEED AND FERTILIZER TO ALL DISTURBED NON —PAVED
AREAS WITHIN THE LIMITS OF CONSTRUCTION.
8. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION AND TREE
PROTECTION DEVICES ARE IN —PLACE.
9. ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL BE SMOOTH AND
GRADUAL WITH NO SHARP OR ABRUPT CHANGES.
10. COORDINATE THE WORK OF ALL TRADES — VERIFY ALL FIELD CONDITIONS,
QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER.
11. EXECUTE ALL WORK WITH CARE AS TO PROTECT FROM DAMAGE ADJACENT
EXISTING FEATURES TO REMAIN. ANY SUCH DAMAGE SHALL BE REPAIRED
OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED BY THE
CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOWRNMENT.
12. UNLESS REFERRED TO AS "EXISTING", ALL WORK SHOWN 0h THESE
DRAWINGS SHALL BE CONSIDERED AS NEW AND PROVIDED LNDER THIS
CONTRACT.
13. FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL 3E 1/2" TO 1"
(MAXIMUM) BELOW TOP OF ABUTTING PAVEMENTS, SIDEWALKS AND CURBING.
ABBREVIATIONS
(SHEETS
C-001 THRU C-506)
A/C
AIR CONDITIONING
MAX.
MAXIMUM
ANT.
ANTENNA
MECH.
MECHANICAL
APPROX.
APPROXIMATE
M.H.
MANHOLE
MIN.
MINIMUM
BIT.
BITUMINOUS
MTL.
METAL
BLDG.
BUILDING
CE
CONSTRUCTION ENTRANCE
(N)
NORTH
C.I.
CAST IRON
N.I.0
NOT IN CONTRACT
C.J.
CONTRACTION JOINT
(L
CENTERLINE
O.C.
ON CENTER
C.O.
CLEAN OUT
O.D.
OUTSIDE DIAMETER
CONC.
CONCRETE
OP
OUTLET PROTECTION
COND.
CONDUIT
C.T.
CURB TAPER
P.C.
PORTLAND CEMENT
CVR.
COVER
P.O.S.
POND OUTFALL STRUCTURE
P.E.J.
PREFORMED EXPANSION JOINT
DIA.,
DIAMETER
P.S.I.
POUNDS PER SQUARE INCH
DIP
DUCTILE IRON PIPE
(E)
EAST
R
SAN.
RADIUS
SANITARY
EA.
EACH
SAT.
SATELLITE
E.C.B.
EXISTING CATCH BASIN
S.C.O.
SANITARY CLEAN OUT
E.J.
EXPANSION JOINT
(SE)
SOUTH EAST
ELEC.
ELECTRICAL
S.M.H.
SANITARY MANHOLE
ELEV.
ELEVATION
SQ.
SQUARE
EQ.
EQUAL
STA.
STATION
E.W.V.
EXISTING WATER VALVE
STY,
STORY
EXIST.
EXISTING
T.B.M.
TEMPORARY BENCH MARK
FIN. FL.
FINISH FLOOR
T.E.
THICKENED EDGE
F/O
FIBER OPTIC
TEL.
TELEPHONE
HDWL.H.W.
/
HEAD WALL
T.O.B.
T.O.S.
TOP OF BANK
TOE OF SLOPE
I/A
INACCESSIBLE
TYP.
TYPICAL
INV.
INVERT
UTIL.
UTILITY
LF
LINEAR FEET
VERT.
VERTICAL
LOC.
LOCATION
(W
WEST
W
WITH
PLANT SCHEDULE
ITEM
NUMBER
KEY
QTY.
SCIENTIFIC NAME
COMMON NAME
INITIAL SIZE
SPACING
ROOT
COMMENTS
WIDTH
CALIPER
AQUATIC PLANTS
635
Carex stricto
Tussock Sedge, Upright Sedge
12" O.C.
CONTAINER
Planted at elevation 14.5
380
Scirpus americanus
Three —square Bulrush
18" O.C.
CONTAINER
Planted at elevation 14.0
254
Sa ittaria latifolia
Duck Potato
24" O.C.
CONTAINER
Planted at elevation 13.5
1 1 2
3
LEGEND (SHEETS C-101 THRU C-115)
EXISTING NEW
0 BUILDING
0 ® BITUMINOUS CONCRETE PAVEMENT
0 CONCRETE
GRAVEL
14.5
1�h
14-� 14_�—
Ew
ED
ES_
0
E.S.F.M
-EuL
0
U_
W CBR-2
* 1-1
B-5
BITUMINOUS CONC. PAVEMENT PATCH
REMOVE/DEMOLISH
CONTRACT LIMIT LINE
SPOT ELEVATION
CONTOUR
WOODS
DITCH OR SWALE
TOP OF BANK
TOE OF SLOPE
CONCRETE CURB
CONCRETE CURB AND GUTTER
SIGN
CHAIN LINK FENCE
FENCE
WATER LINE
GATE VALVE
REDUCER
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
POST INDICATOR VALVE
STORM DRAIN
CATCH BASIN (C.B.)
STORM DRAIN OUTLET STRUCTURE
STORM MANHOLE
HEAD WALL
FLARED END SECTION (F.E.S.)
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SANITARY SEWER
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DES JWF DR JLD
SANITARY SEWER MANHOLE
CHK QC
SANITARY CLEAN -OUT
DESIGNER
REVIEWED BY
SANITARY FORCE MAIN
DC
POWER POLE W/ GUY
AIC/EIC
FIRE PROTECTION
POWER POLE
BRANCH MANAGER
OVERHEAD ELECTRIC LINE
DESIGN DIRECTOR
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THE
HOGGARD—EURE
ASSOCIATES, P.C.
Engineers•Sunvyors• Planners
901 PortCentre Parkway, Suite 5
Portsmouth, Virginia 23704
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CODE ID. N0. 80091
1 SIZE D
SCALE: NONE
MAXIMO NO.
JOB ORDER NO. 5A1430
SPEC. NO. 531047
CONSTR. CONTR. NO.
N40085-06—D-4010
NAVFAC DRAWING NO.
12512324
SHEET 3 OF 99
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EXISTING ELECTRICAL/
TELEPHONE SCHEDULE
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�1 E. TEL. MH.
RIM = 13.41
�2 E. ELEC. VAULT
RIM = 11.16
�3 E. TEL. MH.
RIM = 11.08
SURVEY CONTROL POINT 1
Cc=M C-112
C-106 C-115°
C-109
MASTER PLAN SCALE: 1 "=100'
EXISTING SANITARY SCHEDULE
O1
E. SAN.
MH.
RIM
=
14.01
INV.
8"
(E)
= 8.15
INV.
6"
(W)
= 8.22
INV.
4"
(SE)
= 11.47
O2
E. SAN.
MH.
RIM
=
12.56
INV
8"
(N)
= 6.75
INV.
8"
W)
= 6.78
INV.
(SE) =
NOT FND.
O
E. SAN.
MH.
RIM
=
13.73
INV.
=
I/A (BOLTED)
EXISTING UTILITY SCHEDULE
Ol
E. MTL
CVR.
RIM =
14.00
O2
E. MTL.
CVR.
RIM =
17.01
O3
E. MTL.
CVR.
RIM =
15.82
O4
E. MH.
RIM =
15.17
INV. =
l/A
EXISTING STORM SCHEDULE
Oi
E. C.B.
12
CONC. HDWL.
RIM
= 11.99
/NV. = 9.85
OPIPE
END
13
CONC. HDWL.
INV.
= 11.10
INV. 30" = 12.23
OPIPE
END
14
PIPE END
INV.
= 10.63
INV. = 12.17
OPIPE
END
15
CONC. HDWL.
INV.
= 10.10
INV. = 3.65
OE.
C.B.
16
PIPE END
RIM
= 12.21
INV. = 3.31
INV.
18" (NE)
= 10.33
INV.
18" (SW)
= 10.40
17
PIPE END
INV. = 8.95
CD
E. C.B.
RIM
= 12.88
18
NOT USED
INV.
18" (NE)
= 10.67
INV.
18" (SW)
= 10.62
19
NOT USED
O7
E. C.
B.
20
WOOD HDWL.
RIM
= 13.48
INV = 11.32
INV.
18" (NE)
= 11.39
21
CONC. HDWL.
O
E. S.
MH.
INV. = 11.96
RIM
= 13.37
INV.
30" (E) =
5.19
22
CONC. HDWL.
INV.
30 (SW)
= 5.33
INV. = 12.24
O9
F.E.S.
23
PIPE END
INV.
= 8.76
INV. = 12.32
10
NOT
USED
11
NOT
USED
EXISTING CONDITION NOTES
❑i 1.7' SO. CONC. PAD
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MTL. STAND W/ WOOD ENCLOSURE ®3
(WEATHER EQUIP.)
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®5 ASPHALT PATCH
❑6 4" WIDE WHITE PAINT LINE
❑7 MTL. POST 610 X 200
CHANNEL (TYP.)(4)
CONC. PAD W/ DIESEL TANK
3
POST W/ SAT. ANT. ®9
10 CONC. PAD W/ A/C
11 WOOD BORDER
12 OLD BLDG. FOUNDATION WALL
E3
13 ABAND. PIPE
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14 CONC. PAD
El
15 CONC. PATCH
16 YELLOW PAINT LINE
17 POST W/ WINDSOCK
18 MOORING EYE (TYP.)
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DESIGNER
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21 MTL. GRATE FIRE PROTECTION
BRANCH MANAGER
2 OIL WATER SEPARATOR DESIGN DIRECTOR
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CODE ID. NO. 80091 1 SIZE D
5PP 2001 SCALE: AS NOTED
MAXIMO NO.
JOB ORDER NO. 5A1430
SPEC. NO. 531047
CONSTR. CONTR. NO.
N40085-06-D-4010
HOGGARD-EURE NAVFAC DRAWING NO.
0' 100' 200' 300' 400' ASSOCIATES, P.C. 12512325
1 "=100' Engineers•Surr"n.Planners SHEET 4 OF 99
901 PortCentre Parkway, Sutte 5 ! 1-0 o Gn
Portsmouth, Virginia 23704 `,/
1 12 3 1 4 5 H/E 2724.02.06\2724-SITE.dwg DRAWFM REVISIM 0' AIX'un 20
GRAPHIC SCALE:
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1 1 /
CONTRACT LIMIT
TEMPORARY DIVERSION DIKE
00
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T.O.B. 0 TO.B_---- —�\ 0 15
9
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/ (TYP.) E— ro.a._
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1 0 1-705-6
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169
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TOPOGRAPHIC SURVEY AND DEMOLITION PLAN SCALE: 1"=25'
1 1 2 3 4
5
a
g
NOTES: (THIS SHEET)
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS
SEE SHEET C-001.
2. FOR MASTER PLAN, UTILITY SCHEDULES AND
EXISTING CONDITION NOTES, SEE SHEET C-002.
3. FOR ELECTRICAL/COMMUNICATION DEMOLITION
REQUIREMENTS, SEE ELECTRICAL DRAWINGS.
D
4. FOR ADDITIONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS, SEE EROSION AND SEDIMENT CONTROL
PLAN, SHEETS C-113 THRU C-115.
5. FOR DEMOLITION AND EROSION SEDIMENT CONTROL
NOTES INDICATED THUS: ® ON PLAN, SEE THIS SHEET.
DEMOLITION AND EROSION
SEDIMENT CONTROL NOTES:
(SHEETS C-101 THRU C-103)
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(SHEETS C-104 THRU C-106)
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3. FOR UTILITY NOTES INDICATED THUS: ®ON PLAN,
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�A CONNECT NEW 6" WATER TO EXISTING 8" WATER W/ 8"x 6"
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SANITARY SEWER MANHOLE, SEE DETAIL C1, SHEET C-502.
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2. FOR MASTER PLAN, UTILITY SCHEDULES AND
EXISTING CONDITION NOTES, SEE SHEET C-002.
3. FOR GRADING NOTES INDICATED THUS:
ON PLAN, SEE THIS SHEET.
4. FOR VEGETATED SHELF, AQUATIC PLANT
REQUIREMENTS SEE SHEET C-001
5. VEGETATED SHELF SHOWN THUS = ON PLAN.
GRADING NOTES
(SHEETS C-110 THRU C-112)
�A CURB TAPER, SEE DETAIL C1, SHEET C-501.
❑B CONCRETE SWALE, SEE DETAIL C1, SHEET C-504.
❑C GRASS SWALE, SEE DETAIL D2, SHEET C-504.
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N40085-06-D-4010
2QA7 HOGGARD-EURE NAVFAC DRAWING NO.
ASSOCIATES, P.C. 12512336
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13Y---"-�— 901 PortCentre Parkway, Suite 5 C-1 1 2
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1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS
SEE SHEET C-001.
2. FOR MASTER PLAN, UTILITY SCHEDULES AND
EXISTING CONDITION NOTES, SEE SHEET C-002.
3. FOR ADDITIONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS, SEE TOPOGRAPHIC SURVEY AND
DEMOLITION PLAN, SHEETS C-101 THRU C-103.
4. FOR TEMPORARY COVER AND PERMANENT SEEDING
REQUIREMENTS, SEE SHEET C-115.
5. FOR EION SEDIMENT CONTROL NOTES INDICATED
THUS: (DON PLAN, SEE THIS SHEET.
6. FOR VEGETATED SHELF, AQUATIC PLANT
REQUIREMENTS SEE SHEET C-001
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P ,Z 5 2001 HOGGARD-EURE NAVFAC DRAWING NO.
s
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_ Engineers •Surveyors•Planners SHEET 17 OF 99
Portsmouth,
Po uth, a Parkway, Suite 4 C-1 1 3
Portsmouth, Virginia 23704
5 H/E 2724.02.06\2724-SITE.dwg DRAWF'W'�M: 01 Air s

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901 ParfCentre Parkway, Suite 5
Portsmouth, Virginia 23704 C-14
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NOTE:
PROVIDE 12" MIN. TRANSITION. REMOVE EXIST. BITUMINOUS
CONCRETE. COMPACT EXISTING BASE COURSE AND PROVIDE
NEW BITUMINOUS CONCRETE.
MATCH EXIST. PAVEMENT SECTION (2" MIN.)
EXIST. STONE BASE COURSE EXIST. PAVEMENT
SAW VCUT EMENT MATCH EXIST. (6" MIN.) SAW CUT
TACK COATn 12"(MIN TRENCH 12"(MIN.) TACK COAT
D4 BITUMINO
137'C-501 NOT TO SCALE
"-1 8"
JOINT SEALANT
R
a
JOINT
00
"�
SEALANT
E.J. TYP.-7'
•-
C.J.
'-
(NP•)
^
°
FACE OF
TOOLED EDGE
a
e
e
BUILDING
.
(TYP.)
e °°
PREFORMED
PREFORMED
TOOLED EDGE
JOINT FILLER
JOINT FILLER
(TYP.)
. ea..
7777
a.
5'-0" MAX.
5'-0" MAX.
40'-0" MAX.
COMPACTED
SUBGRADE
ELEVATION
B3
C-104 C
CONCRETE SIDEWALK
NOT TO SCALE
12"7-1
RESERVED
PARKING
ao
1" �►
to
TADDITIONAL
zSIGN
INDICATE A
N ACCESSIBLE
HANDICAP SPACE
M
2"
o /
I
CONC. FOOTING
\\ `8" 1
A3 HANDICAP PARKING SIGN
C-104 C-501 NOT TO SCALE
3
`--EXIST BASE COURSE- ` /
-COMPACTED SUBGRADE
US CONC. PAVEMENT PATCH
WIDTH VARIES — SEE PLAN
E.J.
(NP) FACE OF BUILDING
as
SLOPE — SEE PLAN
—0' (MAX.)
P.C. CONCRETE
m
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t Q 9!
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APPROVED
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DATE
I APPROVED
FOR COMMANDER NAVFAC
DES JWF OAT DR JLD
a a' CHK QC
1 /2" E.J. //�\/�� DESIGNER
REVIEWED BY
Qc
TYP. SECTION (AT BUILDING) AC/EIC
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
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TOP OF REINFORCING BAR g o U_
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12 ��\ 1" AND BUMPER z W LU Lu
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NO PAINTED W -1 0
LINES REQUIRED U. o ¢ w
2 #4 BARS LINES SHOWN FOR � LL z Q
CONTINUOUS BUMPER PLACEMENT W
3/4"REINFORCING
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INTO SUBGRADE
A4 PRECAST CONC.
PLAN VIEW
PARKING BUMPER
>
LLIo Z
a
CODE ID. NO. 80091
1 SIZE D
SCALE:
NONE
MAKIMO
JOB ORDERER
NO 5A1430
C-104 C-561 NOT TO SCALE
SPEC. NO. 531047
CONSTR. CONTR. NO.
N40085-06—D-4010
'�o:� �0a1 HOGGARD—EURE NAVFAC DRAWING NO.
ER 11 ASSOCIATES, P.C. 12512341
_ Engineers•Surveyors•Planners SHEET 20 OF 99
901 PortCenire Parkway, Suite 5
�YPortsmouth, Virginia 23704 Cj-501
4 5 H/E 2724.02.06\2724—DETAILS.dwg"ra"' "" 01 AuoGsr`
kv
19
U

= 4" GALVANIZED OPEN / SHUT
cO STEEL PIPE WINDOW
(PAINTED)
cID
I INDICATOR POST
N1 F—FINISHED GRADE
CID
D
Z
6�
CONCRETE COLLAR
II
_
(TYP.)
FREEZE —PROOF
iv
VALVE
o
�b
2" PIPE
COMPACTED GRAVEL
1'-6"
6 03.0 CUBIC FEET)
YARD
HYDRANT
L
C-107 C-503 NOT TO SCALE
co
N
FLOW
z
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B
OVV)
FINISH
GRADE
INLET PIPE
I NV.=15.57
BOTTOM
A ELEV.=12.79
D
N
i
0
I
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N
I
m
0
6" (TYP.)
6" ALL SIDES
STEPS
CONCRETE
WATER LINE
POST I
L
FINISHED GRADE
�-150
" YP.) I
INDICATOR
POST
VALVE
NDICATOR
D2 VALVE
C-107 C-563 NOT TO SCALE
"
(TYGRATES REMOVED
FOR CLARITY E
6'-0"
'-0" 7
PLAN
L
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az
:3g
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H
o0N
FLOW
1 /4" CLEAR
1 1 /2"
A
N
VALVE BOX —SEE
DETAIL D4, THIS
SHEET
0 0
0 0
0 0
MECHANICAL JOINT MECHANICAL
SLEEVE FOR EXISTING JOINT TAPPING
WATER MAIN VALVE
i1 TAPPING SLEEVE
C-1071C-503 NOT TO SCALE
NUM GRATE
° 1"X1"X1/4" GALVANIZED
STEEL GRATE STOP
is
4T_. 6 a
1 /2" DIA. BOLT 12" O.C.
(MAX.) SPACING, DRILL
AND EPDXY IN PLACE
SECTION E-E
CAST IRON 1'-4"0
ROUND
FINISHED
GRADE
HEAD BOX—�
CONCRETE
\
\
COLLAR
CAST IRON
w
VALVE BOX
Q
GATE VALVE
7.17
a
6" WATER LINE o o
VALVE
C-107 C-503 NOT TO SCALE
CAST IRON
1'-4"0
VALVE BOX
WITH "WATER"
FINISHED GRADE
CAST INTO
COVER
\
CONCRETE COLLAR `
z
-BRONZE GATE io
CAST IRON VALVE BOX
OR GLOBE 1
VALVE N
3" SERVICE
0j(AjS
TO BUILDING
PER GOOSENECK
REQUIRED)
BRICKBEARING ON
PORATION STOP
UNDISTURBED EARTH
c3 WATER CONNECTION
N
4
EXIST. PUMPER
CONNECTION SHALL
FACE ROAD
II
co
I
00 /i\ i
CONCRETE
COLLAR
FIRE HYDRANTII
II —
"0 11
I o1
CONCRETE w
THRUST
BLOCK '-6 '-6'
a
5'-0"(MAX.)_FINISHED FACE OF CURB/
GRADE EDGE OF PAVEMENT
6" _ _ _
Y� Z O = S2
N WATER MAIN 0j "� C
_ o
-FIRE HYDRANT
awl 6" PIPE GUARD POST (TYP.)
VALVE AND GUARD POST PLACEMENT
COMPACTED VALVE BOX
GRAVEL WHERE INDICATED ON
UTILITY PLAN
D5 FIRE HYDRANT
C-107 C-503 NOT TO SCALE
4" (TYP.)
5 1 /2" (TYP.)
°
A
M N
5 1 /2" (TYP.) 2'-7"
'-6"
4" (TYP. 3
4'-2"
PLAN VIEW
GRATE REMOVED
c4 SHALLOW CATC
C-107 C-563 NOT TO SCALE C-107 C-503 NOT TO SCALE
2'-0" GRATE NOTES:
STOP 1. ALL JOINTS SHALL BE WATERTIGHT.
(TYP. OF 6) 2. GRATING SHALL HAVE A NON -SLIP SURFACE,
BE DESIGNED FOR A LIVE LOAD OF 100
POUNDS PER SQUARE FOOT MINIMUM SHALL
BE OF ALUMINUM ALLOY 6063-T6 WITH A
STANDARD MILL FINISH. PROVIDE HANDLES
PER MANUFACTURER'S RECOMMENDATIONS.
X
1/2" REMOVABLE
' ELEV.=18.00
ALUMINUM3'-1
GRATES (SEE NOTE 2)
6
6"
�6" (TYP.)
. ° #4 ® 10
PE
1 X3 KEYWAY O.C., BOTH
�
a WAYS IN
NC SIDES
CENTER OF WAL
6"D.LP., F.J. (TYP)
/
\\ \ (TYP.)
CONTINUOUS
6,D.I. TEE
(TYP)
\/\/
4
®10pANGLE BAD WATER STOP
C.I. SLEEVE
AND 1 /2
#4 ®10 O.C.
GROUT (TYP.)
BOTH WAYS
CONTINUOUS
_
r.Z
OUTLET PIPE
3" a
STEP (TYP.
iv a
INV.=15.29
° MIN. ° too
° 18
12"
INSET B
d °
°a..
(TYP. ALL
=00
d
SIDES)
00kF
STONE BASE —/
COURSE
INSET B
BREAK OFF GROOVE
OR BELL ND
A 44
d,
d
_°
R
PIPE BARREL
ROUNDED ENTRANCE
PLAN
UPSTREAM HEADWALLS ONLY
DOWNSTREAM HEADWALL AS
SLOPE SWALE BEHIND SHOWN -PROVIDE ROUNDED
HEADWALL 1/4 :1 ENTRANCE FOR UPSTREAM �Qt
L HEADWALL (SEE DETAIL)
I 1'-0" I
L---- -----J
5 EA. #4 FRONT
FACE ONLY
ELEVATION
x �
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d'
B
2'-0' FOR D UNDER 24"
3'-0" FOR D 24" & OVER
SECTION
ALL SLOPES
5=1-1121
S=2:1
S=3:1
D
H
A
B
C
R
L
L
L
15
2'-3"
10"
1'-4"
4"
2-1/4"
5'-3"
6'-6"
9'-0"
18"
2'-6"
10"
1'-7"
6"
2-3/4
6'-0"
7'-6"
10'-6"
A3 c-10503 pONCRETE HEADWALL
N TO SCALE
2 3
L:
NON -TRAFFIC RATED
FRAME AND GRATE
3'-6" �� ^
29_7" FINISHED
RADE
2'-2" _ z TYP.)IIICAuiii,, .
SQUARE COLLAR M \��O,essr�9.,'L9''�
-I - A =
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8—
. Oc'7192
i� GROUNDED -o %
- \ ; ENTRANCE .... C
I i,�l' �\
ROW /�N�'IIIIII�P���`\
SEAL
(TYP.)
\� _ � � 9JBIIfIED 9Y
4-(TYP. SEDIMENT RRM MDABA
_ SUMP DATE
FRo
d ,w+m
\��/��/,\�/.\ , CONC. BASE AUM - ��rAclan ro
COMPACTSUBGRADE--/ PROVIDE" 1 1/2" C R. (TYP) DATE
SECTION A -A FIR COMM OM NWFAC
M4E
CHK DES JWF DR JLD
H BASIN W/ SEDIMENT SUMP DESIGNER aD
REVIEWED BY
QC
AIC/EIC
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
..........
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PLAN BENDS PLAN TEES 0 2 Z V)
32 D J
24"MIN. z 12" & LARGER PIPE 0 W Q
18"MIN. 10" & SMALLER PIPE LLJ
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18" J o
45' MIN. w
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SECTION X-X PLAN & ELEVATION U.
BENDS & TEES PLUGS zz Q
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oz
CODE ID. NO. 80091 1 SIZE D
SCALE: NONE
IMO
TYPICAL THRUST BLOCKS JOB O.
OB ORDER N0. 5A1436
SPEC. No. 531047
NOT TO SCALE F,1V
t'J F CONSTR. CONTR. NO.
1 L�� N40085-06—D-4010
HOGGARD-EURE NAVFAC DRAWING NO.
9ASSOCIATES, P.C. 12512343
Lam— Engineers •Surveyors•Planners SHEET 22 or 99
901 PortCentre Parkway, Suite 5 C-503
Portsmouth, Virginia 23704
5 H/E 2724.02.06\2724—DETAILS.dwg '' : " Aoaasr
1/4 BENDS
1/8 BENDS
/16 BENDS
TEES
PLUGS
SIZE
A
B
A
B
A
B
A
B
C
D
6"
16"
10"
9"
10
6"
8"
10
12
10"
21"

L
0
a
°d
0
e
SECTION A —A
DOUBLE
EXPANSION TRENCH
JOINT (E.J.) DRAIN
A A
. 5'-0" .
o TRANSITION
cV .
PLAN VIEW
SWALE TRANSITION
PORTLAND CEMENT CONCRETE
2'-0" NORTH SWALE
V-0" SOUTH SWALE
A 4"
°
ciCONCRETE LINED SWALE
C-564 NOT TO SCALE
C 1 SOD A MINIMUM OF 3' UP
C-506 C- NEW SIDE SLOPES7\
SWALE
NOT TO SCALE
S
V) _
O
W i —
LO —
12"
EXIST. GRADE
t
SQUARE BEEHIVE
FRAME AND GRATE
BARS 4" O.C. MAX.
T02'-O" SQUARE °
#4 AT 12" O.C.
INLET PIPE ° EA. WAY MIDDLE
NORTH=10" DIA.. `° OF SLAB
INV.=14.50 ,
SOUTH=12" DIA. a 8" BRICK OR
EINV.=14.50 v CONCRETE
4
a.
a d
a .4
c d'
INLET 1" PIPE
a
° T
6" WATERSTOP
CONTINUOUS —
INV.=14.00 t/ 12" OUTLE
PIPE
_ a
-d _
4 AT 12" O.C. EA. WAY
MIDDLE OF SLAB
c POND OUTLET STRUCTURE
NOT TO SCALE
NOTE: HEAVY DUTY TRENCH DRAIN
FOR RIM AND INV. ELEV. SEE PLAN FRAME & COVER (TRAFFIC RATED)
' ROAD: SEE PLAN 4' �6" 11'-0" 6" 11'-0" 16"
CONC.
LINED
SWALE
TRANSITIO
B
e-
IG�
E
CL
N
r
0
1
N
I
0
0
SLOPE:
CONC.
BIT. CONC.
LINED
PAVEMENT—
SWALE
TRANSITION
In
W
It
co
d
°
° 14
\ \ >-\
COMPACTED/�'/ 6 COMPACTED #4 LJ ® 12" O.C.J �#4 ® 12" O.C.
SUBGRADE ELEVATION SELECT FILL SECTION
eiDOUBLE TRENCH DRAIN
C-104 C-504 NOT TO SCALE
C-107
C-11
TEMPORARY 6" MIN. EROSION CONTROL STONE
STONE CHECK DAM NCDOT #5 OR 57 STONE
MATCH EXISTING GRADE (TYP. OF 3)
SEE DETAIL, OUTLET WEIR
3 NORTH POND 5% SLOPE SHEET C-505
1 SOUTH POND 2.5% SLOPE TOP ELEV.=14.5 ELEV.=15.4
\
ELEV_=15.0
-------------------------
TEMPORARY
SEDIMENT BOTTOM
NORTH POND ELEV. =13.5 \/
NORTH POND 10'
SOUTH OND 20' 12'SOUTH POND ELEV.=13.0
P-------------
Ai TEMPORARY SEDIMENT BASIN
101 C-504 NOT TO SCALE
1 2
Class
Flo
Flow
CONSTRUCTION SPECIFICATIONS
1. Clear the area of all debris that might hinder excavation and disposal of
spoil.
2. Install the Class B or Class I riprap in a semi -circle around the pipe
inlet. The stone should be built up higher on each end where it ties into the
embankment. The minimum crest width of the riprap should be 3 feet, with a
minimum bottom width of 11 feet. The minimum height should be 2 feet, but
36,
also I foot lower than the shoulder of the embankment or diversions.
K
3. A 1 foot thick layer of NC DOT #5 or #57 stone should be placed on the
outside slope of the riprap.
4. The sediment storage area should be excavated around the outside of the
stone horseshoe 18 inches below natural grade.
5. When the contributing drainage area has been stabilized, fill depression
and establish final grading elevations, compact area properly, and stabilize
with ground cover.
MAINTENANCE
Inspect rock pipe inlet protection at least weekly and after each significant ('/2
inch or greater) rainfall event and repair immediately. Remove sediment and
restore the sediment storage area to its original dimensions when the sediment
has accumulated to one-half the design depth of the trap. Place the sediment
that is removed in the designated disposal area and replace the contaminated
part of the gravel facing.
Check the structure for damage. Any riprap displaced from the stone horseshoe
must be replaced immediately.
Natural Ground
After all the sediment -producing areas have been permanently stabilized,
remove the structure and all the unstable sediment. Smooth the area to
r
blend with the adjoining areas and provide permanent ground cover (Surface
Stabilization).
FIGURE 6.55a
ROCK PIPE INLET PROTECTION
PLAN VIEW AND CROSS-SECTION VIEW
r4� ROCK PIPE INLET PROTECTION
C-101IC-504 NOT TO SCALE
C-113 -,
BASIN
TOP ELEV.
WEIR
WEIR ELEV.
LENGTH
NORTH
16.0
5'-0"
15.4
SOUTH
15.7
10'-0"
15.4
TOP ELEV.
FILTER FABRIC
12" MIN., NC DOT #5
OR #57 WASHED STONE
FLOW 1�>-
A3 OUTLET WEIR
3
NOT TO SCALE
WEIR LENGTH
�1 z
ELEVATION
CLASS I AND II
RIPRAP
� FLOW
FILTER FABRIC
SECTION
S
9
/MM� I►
i r111114111116r
SEAL
027192
w
SE
SUB M eY
RPoJ MDJBM
PCTM - S&MFACIORf M
Dth
APPWO
FOR COMMKO WF/C
DATE
DES JWF DR JLD
CHK Oc
Compacted soil 2 ' DESIGNER
Is min aI REVIEWED BY
QC
Flow AIC/EIC
16 rum �� FIRE PROTECTION
_ 1IIII. .•II I ��III• `III. ••. III BRANCH MANAGER
— Iwn III�III - I I = 11 _ III—IIII — DESIGN DIRECTOR
0 6' typical
FIGURE 6.20a o F Z
TEMPORARY EARTHEN DIVERSION DIKE " z LE'
gg
CONSTRUCTION SPECIFICATIONS o o
J_ Q
1. Remove and properly dispose of all trees, brush, stumps, and other 41 2 Y U W
objectionable material. F Z Q Q O
2. Ensure that the minimum constructed cross section meets all design a Z
requirements. < z LLI x
3. Ensure that the top of the dike is not lower at any point than the design ZO
elevation plus the specified settlement. O LU Q V
4. Provide sufficient room around diversions to permit machine regrading and U w LLI JZ
�a
cleanout. Z J ��
cc
5. Vegetate the ridge immediately after construction, unless it will remain in LU CL UJ o—
O
place less than 30 working days. Z C W (n
W
G _ �
Q LL 00
Z U� Z
MAINTENANCE Q Z
�w w OC O
Inspect temporary diversions once a week and after every rainfall. Immediately F— >
remove sediment from the flow area and repair the diversion ridge. Carefully W J_ U O
check outlets and make timely repairs as needed. When the area protected is U LM 0_
permanently stabilized, remove the ridge and the channel to blend with the p LL Q W W
natural ground level and appropriately stabilize it. i J Z Q
TEMPORARY EARTHEN iQ � �°
0
A4 DIVERSION DIKE CODE I°. NO. 80091 SIZE
SCALE: NONE
C-101 C-504 NOT TO SCALE MAXIMO NO.
C-113 JOB ORDER NO. 5A1430
SPEC. NO. 531047
CONSTR. CONTR. NO.
gF F N40085-06—D-4010
�� 5007 HOGGARD-EURE NAVFAC DRAWING NO.
C� �Gav®ASSOCIATES, P.C. 12512344
.3�•:5 — — Engineers •Surveprs•Planners SHEET 23 OF 99
901 PortCentre Parkway, Suite 5 �1_50^
`'F
Portsmouth, Virginia 23704 v
5 H/E 2724.02.06\2724—DETAILS.dwg °"�°' �01i " "

2 1 3 I 4 I 5
1.5' min.
I,
C
a
rn
a
N
I
0
I
0
I
0
0
Dewatering
ary sediment pool
Concrete block
f�J
Wire mesh
(optional)
T_ -
f
��
-� _ _ _ \
2:1 slope 3:1 slope
E
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►..q.
¢
IMP
Fine gravel
tt=11
_
'
-C
face 1 ' min 111_
3'
thickness) stone��ll
FIGURE 6.52b
GRAVEL DROP INLET PROTECTION (GRAVEL DONUT)
1-
_�-
CONSTRUCTION SPECIFICATIONS
2:1 Slope, gravel filter
1. Lay one block on each side of the structure on its side in the bottom row
to allow pool drainage. The foundation should be excavated at least 2 inches
below the crest of the storm drain. Place the bottom row of blocks against
the edge of the storm drain for lateral support and to avoid washouts when
overflow occurs. If needed, give lateral support to subsequent rows by placing
Temporary sediment Wire screen Dewatering
2 x 4 wood studs through block openings.
pool `
2. Carefully fit hardware cloth or comparable wire mesh with''/2-inch openings
\Y
over all block openings to hold gravel in place.
- -
7 3. Use clean gravel, 3/4- to '/z-inch in diameter, placed 2 inches below the top
1 ' min
_ _ _
V
16 " of the block on a 2:1 slope or flatter and smooth it to an even grade. DOT #57
2' max
y washed stone is recommended.
M-1T
4. If only stone and gravel are used, keep the slope toward the inlet no steeper
= Jt
It
'9 u
:A•••
Drop inlet than 3:1. Leave a minimum 1-footwide level stone area between the structure
Sediment
with grate and around the inlet to prevent gravel from entering inlet. On the slope toward
FIGURE 6.52a
the inlet, use stone 3 inches in diameter or larger. On the slope away from
BLOCK AND GRAVEL DROP INLET
PROTECTION
the inlet use 1/2- 3/4-inch gravel (rCDOT #s7 washed stone) at a minimum
thickness of 1 foot.
MAINTENANCE
Inspect the barrier at least weekly and after each significant (1/2 inch or greater)
rainfall and make repairs as needed.
Remove sediment as necessary to provide adequate storage volume for
subsequent rains.
When the contributing drainage area has been adequately stabilized, remove
all materials and any unstable soil, and either salvage or dispose of it properly.
Bring the disturbed area to proper grade, then smooth and compact it.
Appropriately stabilize all bare areas around the inlet.
RIOCK AND GRAVEL INLET PROTECTION (TEMPORARY
C-504 I C-565 NOT TO SCALE
b0i G �m
� v �
FIGURE 6.05aIncorrect Correct
BARRIER SHOULD BE INSTALLED AT THE DRIP LINE OF TREE BRANCHES
(MODIFIED FROM NJ)
CONSTRUCTION SPECIFICATIONS
1. Place barriers to prevent the approach of equipment within the drip line of
trees to be retained.
2. Do not nail boards to trees during building operations.
3. Do not cut tree roots inside the tree drip line.
4. Do not place equipment, construction materials, topsoil, or fill dirt within
the limit of the drip line of trees to be saved.
5. If a tree marked for preservation is damaged, remove it and replace
it with a tree of the same or similar species, 2-inch caliper or larger, from
balled and burlaped nursery stock when activity in the area is complete.
6. During final site cleanup, remove barriers around trees.
MAINTENANCE
In spite of precautions, some damage to protected trees may occur. In such
cases, repair any damage to the crown, trunk, or root system immediately.
• Repair roots by cutting off the damaged areas and painting them with tree
paint. Spread peat moss or moist topsoil over exposed roots.
• Repair damage to bark by trimming around the damaged area as shown in
Figure 6.05b, taper the cut to provide drainage, and paint with tree paint.
• Cut off all damaged tree limbs above the tree collar at the trunk or main
branch. Use three separate cuts as shown in Figure 6.05c to avoid peeling
bark from healthy areas of the tree.
FIGURE 6.05b
TRIM BARK WOUNDS WITH A TAPERED
CUT, THEN APPLY TREE PAINT.
Tree wound Trim and taDer
FIGURE 6.05c
PRUNE DAMAGED BRANCHES WITH THREE
CUTS TO AVOID PEELING BARK FROM THE
TREE TRUNK WHEN LIMB FALLS.
TREE PRESERVATION AND PROTECTION
C-101IC-505 NOT TO SCALE
C-113 i
1 ' 2
Correct
2-3 "
coarse aggregate
FIGURE 6.06a
GRAVEL ENTRANCE/EXIT KEEPS SEDIMENT LEAVING THE
ONSTRUCTION SITE
(MOIDIFIED FROM VA SWCC)
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance and exit area of all vegetation, roots, and other
objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans,
and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
MAINTENANCE
Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with 2-
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
GRAVEL CONST. ENTRANCE/EXIT
O
C3 (TEMPORARY)
1 031 C-505 NOT TO SCALE
11
Pipe Outlet to Flat Area -
No Well-defined Channel
3i o p
d�_�
- - :: • ., Ire• �.>,• ��:..
Pipe Outlet to Well-defined
Channel
Filter
blanket
12" of NCDOT #5 or #57
washed stone
Class B Riprap
Filter Cloth
i
9" min
Plan View
1.5'
c2.T
rarer uorn
2' max. at
center
4' to 6'
FIGURE 6.83b Cross -Section View
STONE CHECK DAM
STONE SHOULD ABE PLACED OVER THE CHANNEL BANKS
TO KEEP WATER FROM CUTTING AROUND THE DAM.
CONSTRUCTION SPECIFICATIONS
1. Place stone to the lines and dimensions shown in the planon a filter fabric
foundation.
2. Keep the center stone section at least 9 inches below natural ground level
where the dam abuts the channel banks.
3. Extend stone at least 1.5 feet beyond the ditch bank (Figure 6.83b) to keep
water from cutting around the ends of the check dam.
4. Set spacing between dams to assure that the elevation at the top of the
lower dam is the same as the toe elevation of the upper dam.
5. Protect the channel after the lowest check dam from heavy flow that could
cause erosion.
MAINTENANCE
Inspect check dams and channels at least weekly and after each significant (1/2
inch or greater) rainfall event and repair immediately. Clean out sediment,
straw, limbs, or other debris that could clog the channel when needed.
Anticipate submergence and deposition above the check dam and erosion from
high flows around the edges of the dam. Correct all damage immediately. If
significant erosion occurs between dams, additional measures can be taken
h tall' 1' th f th
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�4ESSI� y
SEAL
027192ZZ
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SUBMM BY
FIRM MEMBER
ACTIVITY - SATTSfllTOM' To
UIE
sue as,
ms ng a protecrve nprap mer to n. portion o e channel FOR cDMMAMax awFAc
(Practice 6.31, Riprap-line and Paved Channels). UTE
DES JWF DR JLD
Remove sediment accumulated behind the dams as needed to prevent damage CHK oC
to channel vegetation, allow the channel to drain through the stone check dam, DESIGNER
and prevent large flows from carrying sediment over the dam. Add stones to REVIEWED ar
dams as needed to maintain design height and cross section.
Qe
�4 STONE CHECK DAM FIRED
FIRE PROTECTION
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS
1. Ensure that the subgrade for the filter and riprap follows the required lines
and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap so the top layer is above the
downstream layer a minimum of 1 foot. If the damage is extensive, replace
the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the
filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard,
Notes
angular, highly weather -resistant and well graded.
7. Construct the apron on zero grade with no overfill at the end. Make the
1. La is the length of the riprap
top of the riprap at the downstream end level with the receiving area or slightly
apron.
below it.
2. d =1.5 times the maximum
s. Ensure that the apron is properly aligned with the receiving stream
stone diameter but not less
and preferably straight throughout its length. If a curve is needed to fit site
than 6".
conditions, place it in the upper section of the apron.
3. In a well-defined channel ex-
9. Immediately after construction, stabilize all disturbed areas with vegetation
tend the apron up the channel
(Practices 6.10, Temporary Seeding, and 6.11, Permanent Seeding).
banks to an elevation of 6"
above the maximum tailwater
MAINTENANCE
depth or to the top of the bank,
WI11CheVer IS 125S.
Inspect riprap outlet structures weekly and after significant (1/2 inch or greater)
4. A filter blanket or filter fabric
rainfall events to see if any erosion around or below the riprap has taken place,
should be installed between
or if stones have been dislodged. Immediately make all needed repairs to
the riprap and soil foundation.
prevent further damage.
FIGURE 6.41 c
RIPRAP OUTLET PROTECTION (MODIFIED FROM VA SWCC)
A3 OUTLET STABILIZATION STRUCTURE
NOT TO SCALE
3 1 4
SEP 1
BRANCH MANAGER
DESIGN DIRECTOR
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CODE ID. NO. 80091 SIZE D
SSE NONE
MAXIMO NO.
JOB ORDER NO. 5A1430
SPEC. No. 531047
CONSTR. CONTR. NO.
N40085-06-D-4010
HOGGARD-EURE NAVFAC DRAWING NO.
ASSOCIATES, P.C. 12512345
Engineers •Surveyors•Planners SHEET 24 OF 99
901 PortCentre Parkway, Suite 5 C-505
Portsmouth, Virginia 23704
5 H/E 2724.02.06\2724-DETAILS.dwg DRANFORM REWSM et ALOM 2004
C

2 I 3
4 I 5
FBI
SPECIFICATIONS
Quality of sod Use only high -quality sod of known genetic origin, free of
noxious weeds, disease, and insect problems. It should appear healthy and
vigorous, and conform to the following specifications:
• Sod should be machine cut at a uniform depth of 1/2 - 2 inches (excluding
shoot growth and thatch).
• Sod should not have been cut in excessively wet or dry weather.
• Sections of sod should be a standard size as determined by the supplier,
uniform, and untorn.
• Sections of sod should be strong enough to support their own weight, and
retain their size and shape when lifted by one end..
• Harvest, delivery, and installation of sod should take place within a period
of 36 hours.
Soil preparation -Test soil to determine the exact requirements for lime and
fertilizer. Soil tests maybe conducted by the State soil testing labor a reputable
commercial laboratory. Information on free soil testing is available from the
Agronomic Division of the North Carolina Department of Agriculture or the
Agricultural Extension Service. Where sodding must be planned without soil
tests the following soil amendments may be sufficient:
• Pulverized agricultural limestone at a rate of 2 tons/acre (100 lb/1,000
ft2)
• Fertilizer at a rate of 1,000 IbInTe (25 lb/1,000 ft2) of 10-10-10 in fall or
5-10-10 in spring.
Equivalent nutrients may be applied with other fertilizer formulations. These
amendments should be spread evenly over the area, and incorporated into the
top 4-8 inches of soil by disking, harrowing, or other effective means. If
topsoil is applied, follow specifications given in Practice 6.04, Mpsoiling.
Prior to laying sod, clear the soil surface of trash, debris, roots, branches,
stones, and clods larger than 2 inches in diameter. Fill or level low spots in
order to avoid standing water. Rake or harrow the site to achieve a smooth
and level final grade.
Complete soil preparation by rolling or cultipacking to firm the soil. Avoid
using heavy equipment on the area, particularly when the soil is wet, as this
may cause excessive compaction, and make it difficult for the sod to take
root.
C Sod installationA step-by-step procedure for installing sod is illustrated in
Figure 6.12a and described below.
1. Moistening the sod after it is unrolled helps maintain its viability. Store it
in the shade during installation.
L
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0
0
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0
I 2. Rake the soil surface to break the crust just before laying sod. During the
summer, lightly irrigate the soil, immediately before laying the sod to cool the
soil, reduce root burning, and dieback.
SOD
C-504 C-566 NOT TO SCALE
24"
Wire
fence
Cross -Section
View
Filter
Steel fcbric Backfill trench
Natural
post and compact
ground
thoroughly
. • •4' • • :
upslope
... min
81
`.:.. ,•, min
• . •.< «
FIGURE 6.62a
INSTALLATION DETAIL OF A SEDIMENT FENCE
(MODIFIED FROM NJ)
AllSEDIMENT FENCE
)? r F; NOT TO SCALE
•. 1 1
OLIN
Lay sod in a staggered
pattern with strips butted
tightly against each other. A
sharpened mason's trowel can
be used to tuck down the ends
and trim pieces.
Correct Butting -angled ends caused by the automatic
I Incorrect sod cutting must be matched correctly.
I I
II i II'
Roll sod immediately to Water to a depth of 4" Mow when the sod is es -
achieve firm contact as soon as the sod is tablished (2-3 wks). Set
with the soil. laid, and continue the mower high (2-3").
watering as needed.
FIGURE 6.12a PROPER INSTALLATION OF GRASS SOD
(MODIFIED FROM VA SWCC)
3. Do not sod on gravel, frozen soils, or soils that have been treated recently
with sterilants or herbicides.
4. Lay the first row of sod in a straight line with subsequent rows placed
paralled to and butting tightly against each other. Stagger strips in a brick -like
pattern. Be sure that the sod is not streached or overlapped and that all joints
are butted tightly to prevent voids. Use a knife or sharp spade to trim and fit
irregularly shaped areas.
5. Install strips of sod with their longest dimension perpendicular to the
slope. On slopes 3:1 or greater, or wherever erosion may be a problem, secure
sod with pegs or staples.
6. As sodding of clearly defined areas is completed, roll sod to provide firm
contact between roots and soil.
7. After rolling, irrigate until the soil is wet 4 inches below the sod.
The Slicing Method
Pending heigni I I POST SPACING:
mac 24'I�p7111 JIIIEI 6' max . an omen runs
4' max , on pooling areas
Attach fabic `o
pstream sloe of post
FLOW --•
e over each side of silt POST DEPTH:
se 2 to 4 times with 2 feet
ce exerting 60 p.s.i. or
greater
compacted soil compacted sail
•al �\\/\\\ \\\ \\/ \/\\\\\\
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21
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No more than 24" ofa 36" fabric
is allowed above ground.
ATTACHMENT DETAILS:
• Gother fabric of posts, it needed.
• Utilize three lea per post, all within top 8" of fabric.
• Pailful each fie diagonally, puncturing holes vertically
a minimum of 1• apart.
• Hang each tie ona post nipple and tighten securely.
Use cable fies (501bs1 a soft wire.
Roll of silt fence
i
12"
1
Silt Fence
Past
installed
offer
compaction
Horizontal chisel point Slicing blade '
( 3"width j ( 0,7- Width)
Completed Installation
Vibratory plow is not acceptable because of horizontal compaction
FIGURE 6.62b
SCHEMATICS FOR USING THE SLICING METHOD TO INSTALL A
SEDIMENT FENCE. (ADAPTED FROM SILT FENCE THAT WORKS)
8. Keep sodded areas moist to a depth of 4 inches until the grass takes root.
This can be determined by gently tugging on the sodresistance indicates
that rooting has occurred.
9. Mowing should not be attempted until the sod is firmly rooted, usually 2-3
weeks.
Sodded waterways -Sod provides a resilient channel lining, providing
immediate protection from concentrated runoff and eliminating the need for
installing mats or mulch. The following points apply to the use of sod in
waterways:
1. Prepare the soil as described in Practice 6.30, Grass -lined Channels. The
sod type must be able to withstand the velocity of flow specified in the channel
design (Appendix 8.05).
2. Lay sod strips perpendicular to the direction of flow, with the lateral joints
staggered in a brick -like pattern. Edges should butt tightly together (Figure
6.12b).
Flow
Use pegs or stables to fasten sod firmly at the
ends of strips and in the center, or every 3-4
if the strips are long. When ready to mow,
drive pegs or staples flush with the ground.
Lay sod across the
direction of flow.
T
6-10"
jr Pegor if
staple
.tIf
M N•.
In critical areas, secure
w.... "Jt • '' sod with netting and
n .-.. _ .. staples.
........r.+0i ..,. i..k._. Lt ,
FIGURE 6.12b INSTALLATION OF SOD IN WATERWAYS
(MODIFIED FROM VA SWCC)
CONSTRUCTION SPECIFICATIONS
MATERIALS
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or
polyester, which is certified by the manufacturer or supplier as conforming to
the requirements in ASTM D 6461, which is shown in part in Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 1200 F.
2. Ensure that posts for sediment fences are 1.33 lb/linear ft steel with
a minimum length of 5 feet. Make sure that steel posts have projections to
facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
TABLE 6.62b
SPECIFICATIONS FOR SEDIMENT FENCE FABRIC
Temporary Silt Fence Material Property Requirements
Supported' Un-Supported' Type of
Test Material Units Silt Fence Silt Fence Value
Grab Strength ASTM D 4632 N (lbs)
Machine Direction 400 550 MARV
(90) (90)
X-Machine Direction 400 450 MARV
(90) (90)
Permihl ASTM D 4491 sec-1 0.05 0.05 MARV
Apparent Opening Size' ASTM D 4751 min 0.60 0,60 Max. ARV'
(US Sieve 4) (30) (30)
70% after 70% after
Ultraviolet Stability ASTM D 4355 Retained 500h of exposure 500h of exposure Typical
Strength
Silt Fence support shall consist of 14 gage steel wire with a mesh s n i 150 ram 6 inches or prefabricated o Inter mesh ❑
S e ce supp g g pad g o ( ), p p y
equivalent strength.
2 These default values are based on empirical evidence with a variety of sediment. For environmentally sensitive areas, a review ❑
previous experience and/or site or regionally specific geotextile tests in accordance with Test Method D 5141 should be performed
by the agency to confirm suitability of these requirements.
' As measured in accordance with Test Method D 4632.
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surface. (Higher fences may impound volumes of water
sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the filter
cloth only at a support post with 4 feet minimum overlap to the next post.
3
TALBE 6.12b
CHARACTERISTICS OF THE PRINCIPAL LAWN GRASSES
GROWN AS SOD IN NORTH CAROLINA
Species or Mixture
Adaptation
Maintenance
Annual
Mowing
Mowing
Shade
Heat
Cold
Drought
Wear
Fertilizer
Height
Frequency
(lb N/1000 ft2)
(in.)
Kentucky bluegrass
good
fair
good
good
good
2.5-4
2
med.
Kentucky bluegrass/
good
good
good
good
good
2.5-3
3
high
Tall fescue
Tall fescue
good
good
good
good
good
2.5-3.5
3
high
Hybrid Bermudagrass
poor
good
poor
excel.
excel.
5-6
1
high
Centipedegrass
fair
good
poor
good
poor
0.5
1
low
St. Augustinegrass
good
good
poor
good
poor
2.5
2-3
med.
Zoysiagrass
fair
good
fair
excel.
good
1.5
1
high
Adapted from Carolina
Lawns, NCAES
Bulletin no.
AG-69.
3. After rolling or tamping to create a firm contact, peg or staple individual sod
strips to resist washout during establishment. Jute or other netting material may
be pegged over the sod for extra protection on critical areas.
a
a
1
MAINTENANCE
N0.MAR.
3. After rolling or tamping to create a firm contact, peg or staple individual sod
strips to resist washout during establishment. Jute or other netting material may
be pegged over the sod for extra protection on critical areas.
. . 4 /�
N�=QESSI
After the first week, water as necessary to maintain adequate moisture in the
= SEAL =
root zone and prevent dormancy of the sod.
= 027192
Do not remove more than one-third of the shoot in any mowing. Grass height
be between 2 3 inches
should maintained and unless otherwise specified.
••rI.
��7�i//IIWI
After the first growing season, established sod requires fertilization, and may
IFIP\RyV`�\
also require lime. Follow soil test recommendations when possible, or use the
sl L
rates in Table 6.12b.
sueu ran BY
FIRM MEMBER
EAR
APPROVED
4. Support standard strength filter fabric by wire mesh fastened securely to
the upslope side of the posts. Extend the wire mesh support to the bottom of
the trench. Fasten the wire reinforcement, then fabric on the upslope side of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet
apart. Support posts should be driven securely into the ground a minimum of
24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimum 50 pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line of posts and upslope from the barrier (Figure 6.62a).
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
Instead of excavating a trench, placing fabric and then backfilling trench,
sediment fence may be installed using specially designed equipment that
inserts the fabric into a cut sliced in the ground with a disc (Figure 6.626).
INSTALLATION SPECIFICATIONS
1. The base of both end posts should be at least one foot higher than the
middle of the fence. Check with a level if necessary.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard
applications.
❑ 3. Install posts 2 feet deep on the downstream side of the silt fence, and
as close as possible to the fabric, enabling posts to support the fabric from
1 upstream water pressure.
4. Install posts with the nipples facing away from the silt fabric.
5. Attach the fabric to each post with three ties, all spaced within the top 8
inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,
with each puncture at least 1 inch vertically apart. Also, each tie should be
positioned to hang on a post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure
with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground
level.
8. The installation should be checked and corrected for any deviations before
compaction.
9. Compaction is vitally important for effective results. Compact the soil
immediately next to the silt fence fabric with the front wheel of the tractor,
skid steer, or roller exerting at least 60 pounds per square inch. Compact the
upstream side first, and then each side twice for a total of 4 trips.
_1
AMMIY - SAnSFACa>Rr 1D
aAIE
MAINTENANCE
FOR `�MANDMM"ate
DES JWF
DR JLD
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
CHK
oc
DESIGNER
REVIEWED BY
DC
AIC/EIC
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
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CODE ID. NO. 80091 SIZE D
SCALE: NONE
MAXIMO NO.
�v JOB ORDER NO. 5A1430
SPEC. NO. 531047
SEP 1 2�Q� CONSTR. CONTR. NO.
1" N40085-06-D-4010
___-- HOGGARD-SURE NAVFAC DRAWING NO.
ASSOCIATES, P.C. 12512346
Engineers•Survelim.Planners SHEET 25 OF 99
901 PortCentre Parkway, Suite 5 C-506
Portsmouth, Virginia 23704
5 H/E 2724.02.06\2724-DETAILS.dwg °R"RraRt' R&l9afi 07 Aucusr