SW8090810_APPROVED PLANS_20090904

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 UAO& 0
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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JACKSONVILLE, NORTH CAROLINA
SHEET INDEX
00 TITLE SHEET
C-101 CIVIL NOTES AND LEGEND
C-102 OVERALL SITE LAYOUT PLAN AND SHEET INDEX
C-201 EXISTING SITE AND DEMOLITION PLAN
C-202 EXISTING SITE AND DEMOLITION PLAN
C-203 EXISTING SITE AND DEMOLITION PLAN
C-301 SITE LAYOUT PLAN
C-302 SITE LAYOUT PLAN
C-303 SITE LAYOUT PLAN
C-401 SITE GRADING & DRAINAGE PLAN
C-402 SITE GRADING & DRAINAGE PLAN
C-403 SITE GRADING & DRAINAGE PLAN
C-501 SITE EROSION/SEDIMENT CONTROL PLAN
C-502 SITE EROSION/SEDIMENT CONTROL PLAN
C-503 SITE EROSION/SEDIMENT CONTROL PLAN
C-601 SANITARY SEWER AND WATER PLAN
C-602 SANITARY SEWER AND WATER PLAN
C-603 SANITARY SEWER AND WATER PLAN
C-801 NOTES AND DETAILS
C-802 DETAILS
C-803 DETAILS
C-804 DETAILS
C-805 DETAILS
C-806 NOTES AND DETAILS
L-101 LANDSCAPE PLAN
L-102 LANDSCAPE PLAN
L-103 LANDSCAPE PLAN
L-104 LANDSCAPE SCHEDULE AND DETAILS
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CODE ID. NO. 80091
SIZE D
ScA,F- GRAPHIC
EFD NO.
RECEIVED
SPA.ON0. P 648
SPEC. No.. 05-05-2040
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GENERAL NOTES
1. THE LOCATION OF ANY UTILITIES SHOWN BY THIS CONTRACT OR ANY GOVERNMENT
RECORDS SHOULD NOT BE CONSIDERED ACCURATE OR COMPLETE. THEREFORE, THE
CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES THROUGH THE USE OF A
QUALIFIED UNDERGROUND UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATION. A
QUALIFIED INDIVIDUAL SHALL SCAN THE CONSTRUCTION SITE WITH ELECTROMAGNETIC
EQUIPMENT, IDENTIFYING BOTH THE LOCATION AND ELEVATION OF EXISTING UTILITIES.
THE GROUND SHALL BE MARKED WHERE UTILITIES ARE DISCOVERED. ALL UTILITY
LOCATIONS AT THE CONSTRUCTION SITE SHALL BE IDENTIFIED ON "AS -BUILT"
DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED
UTILITIES THAT ARE ACCURATELY SHOWN ON GOVERNMENT RECORDS MADE
AVAILABLE TO THE CONTRACTOR OR LOCATED BY THE INSPECTION REQUIRED
HEREIN. THE RESULTS OF THE INSPECTION SHALL BE GIVEN TO THE GOVERNMENT
(CONTRACTING OFFICER) PRIOR TO THE START OF ANY EXCAVATION.
2. PROTECT EXISTING STRUCTURES, POWER POLES AND LIGHT POLES WHICH ARE TO
REMAIN IN PLACE. PRECAUTIONS SHALL BE TAKEN TO PROTECT ADJACENT
BUILDINGS AND TREES DURING DEMOLITION AND NEW CONSTRUCTION INSTALLATIONS.
REPAIR ALL PAVEMENT, CONCRETE, GRAVEL, SIDEWALKS, OR OTHER SITE
3. IMPROVEMENTS DAMAGED DURING CONSTRUCTION.
RESTORE GRASSED AREAS DISTURBED BY CONTRACTOR'S ACTIVITIES. PROVIDE A
4. MINIMUM DEPTH OF 100 OF TOPSOIL. PROVIDE GRADING, SEEDING AND
FERTILIZATION.
BACKFILL AND COMPACT ALL HOLES RESULTING FROM THE REMOVAL OF PIPING AND
5. OTHER STRUCTURES.
LOCATE ALL EXISTING UTILITIES, STRUCTURES, AND UNDERGROUND PIPING PRIOR TO
6. PIPE REMOVAL. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES.
PROVIDE SHORING AND SHEETING TO PROTECT FOUNDATIONS AND UTILITIES FROM
7. DAMAGE. REMOVE ALL SHEET PILING SHORING AND SHEETING UPON COMPLETION OF
CONSTRUCTION.
OPEN PITS SHALL NOT REMAIN OPEN FOR MORE THAN FIVE (5) CONSECUTIVE DAYS.
8. CLEARLY MARK OPEN PITS WITH TRAFFIC BARRICADES, FLASHING LIGHTS, AND
ORANGE BARRIER TAPE.
PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES DURING ALL
9. PHASES OF CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL LAW, REGULATIONS AND
HANDBOOK.
ELEVATIONS (IN METERS) SHOWN ON THESE PLANS ARE BASED ON A'JEMPORARY
10. BENCHMARK ON POWER POLE ELEVATION = 5.937 SHOWN ON SHEET C-202. THESE
BENCHMARKS ARE BASED ON NGVD-29 ADJUSTMENT AND ARE ON STATION DATUM.
PROVIDE A VALVE BOX FOR EACH NEW VALVE WITH A 600 SQUARE CONCRETE PAD
ALL AROUND.
11.
SIDEWALKS ARE 2.438 WIDE U.N.O.
12•ALL DIMENSIONS ARE TO FACE OF CURB/EDGE OF PAVEMENT UNLESS NOTED
OTHERWISE.
13.
PROVIDE AIR RELEASE VALVES AT ALL HIGH POINTS ON THE NEW WATER LINE.
14. '.
STORM PIPES WITH LESS THAN 150 OF COVER LOCATED IN LAWN AREAS SHALL BE
RCP CLASS III. STORM PIPES WITH LESS THAN 250 OF COVER LOCATED IN
15. PAVEMENT SHALL BE RCP CLASS IV.
CONSTRUCTION VEHICLE ACCESS SHALL BE THROUGH ENTRANCES IDENTIFIED WITH A
TEMPORARY CONSTRUCTION ENTRANCE SHOWN ON SHEET C-501.
16.
NOTE THAT NO WETLANDS EXIST ON THIS CONSTRUCTION SITE AREA.
POV PARKING DATA
AREGULAR
HANDI APSPACES SPACES
TOTAL SPACES
ABBREVIATIONS
ADA
AMERICANS WITH DISABILITIES ACT
INV
INVERT
ADJ
ADJUST
JT
JOINT
AL
ARC LENGTH
LM
LINEAR METERS
AST
ABOVE GROUND STORAGE TANK
L/P
LIGHT POLE
BC
BOTTOM OF CURB
L
LITERS
BMP
BEST MANAGEMENT PRACTICE
LR
LONG RADIUS
BOT
BOTTOM
LT
LEFT
BW
BOTTOM OF WALK
M
METERS
CATV
CABLE TELEVISION
MM, mm
MILIMETERS
CB
CATCH BASIN
MAX
MAXIMUM
CBL
CONSTRUCTION BASELINE
MPa
MEGA PASCALS
CHR
CHILLED WATER RETURN
MG
MATCH GRADE
CHS
CHILLED WATER SUPPLY
MH
MANHOLE
CI
CURB INLET
MIN
MINIMUM
CI
CAST IRON
N
NORTH
CL
CENTER LINE
NCESC
NORTH CAROLINA EROSION
CLF
CHAIN LINK FENCE
AND SEDIMENT CONTROL
CLR
CLEAR
VDOT
NORTH CAROLINA
CMP
CORRUGATED METAL PIPE
DEPARTMENT OF TRANSPORTATION
CO
CLEANOUT
NIC
NOT IN CONTRACT
COMM
COMMUNICATIONS
NO, #
NUMBER
CONIC
CONCRETE
NTS
NOT TO SCALE
CONST
CONSTRUCTION
NE
NORTH EAST
D, 0
DIAMETER
NW
NORTH WEST
DIA
DIAMETER
OHE
OVERHEAD ELECTRIC
DI
DROP INLET
OC
ON CENTER
E
EAST
OD
OUTSIDE DIAMETER
ELEC
ELECTRIC
PAV'T
PAVEMENT
ELEV
ELEVATION
PC
PUMPED CONDENSATE
ETC
ETCETERA
PIV
POST INDICATOR VALVE
EW
EACH WAY
POV
PERSONAL OWNED VEHICLE
FES
FLARED END SECTION
PED
PEDESTAL
FF
FINISHED FLOOR
P/P
POWER POLE
FH
FIRE HYDRANT
PVC
POLYVINYL CHLORIDE
FIG
FIGURE
R, RAD
RADIUS
FL
FLOW LINE
REQ'D
REQUIRED
FM
FORCE MAIN
RCP
REINFORCED CONCRETE PIPE
FW
FIRE WATER
RL
RAIN LEADER
GV
GATE VALVE
RT
RIGHT
H
HORIZONTAL
S
SOUTH
HC
HANDICAP
SAN
SANITARY
HPS
HIGH PRESSURE STEAM
HW
HEAD WALL
SBL SURVEY BASELINE
SCO SANITARY CLEANOUT
SCH SCHEDULE
SD
STORM DRAIN
SE
SOUTH EAST
SHT
SHEET
SPECS
SPECIFICATIONS
SQ
SQUARE
STA
STATION
SS
SANITARY SEWER
ST
STORM SEWER
SW
SOUTH WEST
TA
TOTAL ANGLE
TBM
TEMPORARY BENCHMARK
T&B
TOP AND BOTTOM
TC
TOP OF CURB
TELE
TELEPHONE
TEMP
TEMPORARY
TRANS
TRANSFORMER
TW
TOP OF WALK
TYP
TYPICAL
UGC
UNDERGROUND CABLE
UGE
UNDERGROUND ELECTRIC
UGS
UNDERGROUND STEAM
UGT
UNDERGROUND TELEPHONE
UNO
UNLESS NOTED OTHERWISE
US
UNDERGROUND SECONDARY
V
VERTICAL
W
WEST
W
WATER
W/, w/
WITH
WV
WATER VALVE
©
AT
&
AND
f
PLUS OR MINUS
%
PERCENT
°C
DEGREE CELSIUS
DEGREE
_ POV PARKING DATA (NORTH LOT) POV PARKING DATA (SOUTH WEST) POV PARKING DATA (SOUTH EAST)
30 REGULAR SPACES 34 REGULAR SPACES 256 REGULAR SPACES 50
2 HANDICAP SPACES 2 HANDICAP SPACES 7 HANDICAP SPACES 3
32 TOTAL SPACES 36 TOTAL SPACES 263 TOTAL SPACES 53
ALL DIMENSIONS WITHOUT A DECIMAL POINT ARE MILLIMETERS
ALL THOSE SHOWN WITH A DECIMAL POINT ARE METE
OTHERWISE LABELED.
AND
SUNLESS
SITE POV PARKING DATA
REGULAR SPACES
HANDICAP SPACES
TOTAL SPACES
370
14
384
CIVIL LEGEND
(FOR SHEETS 'C-100- THROUGH 1-10S)
EXISTING
DESCRIPTION
NEW
O
SANITARY MANHOLE
•
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CLEANOUT
■
O
TELEPHONE MANHOLE
O
STORM MANHOLE
•
101
CURB INLET
® ®
DROP INLET
®
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9
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Xi
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M
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®
MONITORING WELL
®
WATER SPIGOT
WATER METER
v
FIRE HYDRANT
El
ELECTRIC METER
®
PEDESTAL
.0
POWER POLE
LIGHT POLE
TRAFFIC LIGHT POLE
>
GUY WIPE
�-
-----
SFM
SANITARY FORCE MAIN
200
-------
ss
SANITARY SEWER
SS
?00m
sr
STORM SEWER
w o m o m m ST m m
FLARED END SECTION
mm" mmmmmm-4
------------------------
WATER
W 100
- - - - - -
-0Hs
OVERHEAD STEAM
-- -- ------
—OHE
OVERHEAD ELECTRICAL
— — — —
—UCE
UNDERGROUND ELECTRICAL
UE
— - ...... - - -
- ucc
UNDERGROUND CABLE
- - - - - ----
- T
UNDERGROUND TELEPHONE
- - - - - -
- ucs
UNDERGROUND STEAM
----- PC -----
__--__________=
CONCRETE CURB
------ ----- =---
CURB & GUTTER
— -
—
DITCH/SWALE
- �L—--
BITUMINOUS CONCRETE PAVEMENT
(LIGHT DUTY)
-�L--�--
BITUMINOUS CONCRETE PAVEMENT
(HEAVY DUTY)
[-_---__]
CONCRETE
TEMPORARY BENCHMARK
SPOT ELEVATIONS
5.39
6�
TOP OF CURB ELEVATIONS
T
TOP OF WALK ELEVATIONS
T
----------- 5.00--- --------
CONTOUR LINES
5.00
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TOE OF SLOPE
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n
CONCRETE STREET SIGN
SIGN
-.-
—X—X—X—
FENCE
TEMPORARY CONSTRUCTION ENTRANCE
CE
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x x
TREE PROTECTION O-----------------
DEMOLITION ITEMS
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BOLLARD
BORING/CBR SAMPLING LOCATION
PIN SET
PIN(S) 0
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SIZE D
SCALE- GRAPHIC
EFT) NO.
SIX PROJ. NO. P 648
SPEC- NO. 05-05-2040
CONSTR. CONTR. NO.
N62470-02—R-2040
NAVFAC DRAWING NO.
4530543
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CONCRE EL STOP TYP C301 C805 RAMP TYP
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O VIRGINIA BEACH, VA 23462-3708
10 34.743 =0.99 CONCRETE
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R1.524 1 15.334 SEE ARCHITECTURAL PLANS FOR > > v PLu
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CURB TYP STORAGE Joao W 11-2a I$ W j J #AS-222 C �xv
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05-05-2040
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I--�2.440 6 5 i MARKINGS PAI�EMENT
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AND SUPPORTS _
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TYP VERf1EAD STEAM LINE I
1Nv 4895 R1.524 TYP } cn
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NOTES:
1. PROVIDE A MINIMUM 51 THICK OVERLAY COURSE AT EXISTING PAVEMENT ADJACENT TO
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ND SUPPORTS
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VIRGINIA REACH, VA 23462-3708
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SEAL
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ACTMTY - SATISFACTORY TO
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CONSTR. COMM. NO.
N62470-02-R-2040
NAVFAc DRAWING 4530545
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SIZE
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48
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No. 05-056 2040
CONSTR. CONTIT. NO.
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DESCRIPTION
THE PURPOSE OF THIS PROJECT IS THE DEVELOPMENT OF THE SITE FOR MANAGEMENT STRATEGIES
THE NAMTRA MARU FACILITY. THE FACILITY WILL BE SITUATED IN ORDER
TO PERMIT DIRECT ACCESS TO THE HIGH BAY AREAS OFF CAMBELL SEQUENCE CONSTRUCTION SO THAT GRADING OPERATIONS CAN BEGIN AND
STREET AND DAVIS STREET, FACILITATING MOVEMENT OF AIRCRAFT IN AND END AS QUICKLY AS POSSIBLE.
OUT OF THE BUILDING. THE LOW BAY TRAINING WING SHALL WRAP
AROUND THE WEST AND NORTH SIDES OF THE NEW FACILITY, WITH INSTALL STORMWATER BASINS AS A FIRST STEP IN GRADING. SEED AND
PRIMARY ENTRANCE ON THE NORTH SIDE, ADDRESSING THE NEW 36 SPACE MULCH IMMEDIATELY FOLLOWING INSTALLATION.
POV PARKING AREA FOR INSTRUCTORS AND OTHER NAMTRA MARU
PERSONNEL. THERE ARE TWO REMOTE POV PARKING LOTS, ONE FROM PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY
D BANCROFT STREET WITH 263 SPACES, THE SECOND FROM FOSTER STREET AFTER ROUGH GRADING.
WITH 53 SPACES.
CLEARLY MARK AREAS WHICH ARE NOT TO BE DISTURBED BY FLAGS,
EXISTING SITE CONDITIONS SIGNS, ETC.
THE EXISTING SITE IS LOCATED WITHIN THE INDUSTRIAL/TRAINING AREA OF INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
MCAS NEW RIVER. THE SITE IS GENERALLY FLAT BUT DRAINS FROM PRACTICES IS THE RESPONSIBILITY OF THE JOB SUPERINTENDENT.
CAMPBELL STREET NORTHWARD THROUGH A NETWORK OF EXISTING
DITCHES. AN EXISTING PAVED PARKING LOT WITH APPROXIMATELY 175 CLEANUP AND REMOVE THE TEMPORARY E&S CONTROLS WITHIN 30 DAYS
SPACES SHALL BE DEMOLISHED FOR SITING THE NEW FACILITY. THE FIRST AFTER ACHIEVING ADEQUATE STABILIZATION.
REMOTE POV PARKING SITE, LOCATED AT THE SOUTHEAST CORNER OF
CAMPBELL STREET AND BANCROFT, WHERE THE OLD COMMISSARY BUILDING PERMANENT STABILIZATION
THAT USED TO BE ON SITE WAS DEMOLISHED BUT THE ASSOCIATED
PARKING REMAINS. THE SECOND REMOTE POV PARKING SITE IS A GRASS STABILIZE ALL AREAS DISTURBED BY CONSTRUCTION WITH PERMANENT
AREA BOUNDED BY EXISTING OVERHEAD STEAM LINES. THERE IS ALSO A SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. IN ALL SEEDING
SMALL FENCED AREA AND MONITORING WELL ON -SITE. BOTH SITES ARE OPERATIONS, SEED, FERTILIZER AND LIME PRIOR TO MULCHING.
CURRENTLY USED FOR PARKING.
MAINTENANCE
ADJACENT PROPERTY
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY
THE NEW FACILITY WILL BE CONSTRUCTED IN AN INDUSTRIAL/TRAINING AND AFTER EACH SIGNIFICANT RAINFALL. CHECK THE FOLLOWING ITEMS IN
AREA AND IS BOUNDED BY CAMPBELL STREET TO THE SOUTH, DAVIS PARTICULAR:
STREET AND EXISTING BUILDING AS255 TO THE EAST, A ROW OF EXISTING ADMINISTRATIVE BUILDINGS TO THE WEST, AND A WOODED, VACANT CHECK THE STORMWATER BASINS REGULARLY FOR SEDIMENT AND CLEAN
C RECREATIONAL AREA TO THE NORTH. OUT AS REQUIRED BY NORTH CAROLINA EROSION AND SEDIMENT CONTROL
HANDBOOK STANDARDS.
CRITICAL EROSION AREAS
CHECK THE GRAVEL OUTLETS AND SEDIMENT TRAPS FOR SEDIMENT AND
THE EXISTING GRASS DITCHES AND SEDIMENT TRAPS ARE CRITICAL AREAS. BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY
CARE MUST BE TAKEN TO STABILIZE THE SIDE SLOPES. CRITICAL AREAS SEDIMENT, REMOVE AND CLEAN OR REPLACE.
SHALL BE MAINTAINED IN ACCORDANCE WITH NORTH CAROLINA EROSION
AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. CHECK THE SILT FENCE BARRIER REGULARLY FOR UNDERMINING OR
DETERIORATION OF THE FABRIC. REMOVE SEDIMENT WHEN THE LEVEL OF
EROSION AND SEDIMENT CONTROL MEASURES & STRUCTURAL PRACTICES DEPOSITION REACHES 150 DEEP AT THE BARRIER.
SEDIMENT TRAP - PROVIDE SEDIMENT TRAPS IN LOCATION OF NEW CHECK THE SEEDED AREAS REGULARLY TO ENSURE THAT A GOOD STAND
BIORETENTION BASINS AS SHOWN ON SHEETS C-501, C-502, AND C-503. IS MAINTAINED. FERTILIZE AND RE -SEED AREAS AS NEEDED.
CULVERT INLET/OUTLET PROTECTION - PROVIDE RIP -RAP Al ALL
INLET/OUTLET PIPES PER NORTH CAROLINA EROSION AND SEDIMENT
CONTROL HANDBOOK STDS.
SILT FENCE BARRIER - PROVIDE SILT FENCE SEDIMENT BARRIERS DOWN
SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN
RUNOFF FROM SHEET FLOW AS INDICATED ON THE PLANS.
TEMPORARY CONSTRUCTION ENTRANCE - PROVIDE A TEMPORARY
CONSTRUCTION ENTRANCE WITH A WASH RACK ON DAVIS STREET, CAMBELL
STREET, AND THE FOUR ENTRANCES TO THE REMOTE POV PARKING AT THE
B CORNER OF FOSTER STREEET AND CAMPBELL STREET AS SHOWN.
STORM DRAIN INLET PROTECTION - PROTECT ALL STORM SEWER INLETS
DURING CONSTRUCTION. FILTER ALL SEDIMENT -LADEN WATER BEFORE IT
ENTERS THE STORM SEWER INLETS.
TOPSOILING (STOCKPILE) - STRIP TOPSOIL FROM AREAS TO BE GRADED
AND STOCKPILED FOR LATER USE. LOCATE STOCKPILE ON -SITE AND
MAINTAIN IN ACCORDANCE WITH NORTH CAROLINA EROSION AND SEDIMENT
CONTROL HANDBOOK STANDARDS.
TREE PROTECTION - PROVIDE TREE PROTECTION ALONG THE LIMITS OF
CLEARING AS INDICATED ON THE PLANS. v JILT I LIVIL
VEGETATIVE PRACTICES
TEMPORARY SEEDING - SEED ALL DENUDED AREAS WHICH WILL BE LEFT FLOW
DORMANT FOR A PERIOD OF 30 DAYS OR GREATER WITH FAST PLAN
GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING.
SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT SF
IS APPLIED.
� 1829 Im
MULCH - PROVIDE MULCH (STRAW OR FIBER) ON RELATIVELY FLAT AREAS
AND APPLY AS A SECOND STEP IN THE SEEDING OPERATION. .I 0% In
PROFILE
SILT FENCE CULVERT
INLET PROTECTION 4
CIP
NTS I C503 C502 C501 C
3050 MIN
152 THICK LAYER C) O C) O
OF COARSE AGGREGATE o O O O
(50-75 WASHED STONE) 00 O O O
O O
L IOCATION OF ENTRANCE 0 � 0
MAY VARY DURING O O O O o
CONSTRUCTION PERIOD o O d-
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0O
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O� O� O
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EDGE OF EXISTING ROADWAY PAVEMENT
NOTE: PROVIDE FILTER FABRIC UNDER
ENTIRE CONSTRUCTION ENTRANCE.
1 TEMPORARY CONSTRUCTION ENTRANCE
C503 C502 C501 C801 NTS
51 x102 WOOD
POSTS
914 LONG
'5
C501
DROP INLET
WITH GRATE
56x102 FRAME
-FILTER FABRIC
A
102x204 TRENCH UPSLOPE ALONG THE
LINE OF POSTS.
STEEL OR 1020 WOOD
POST -IMBED 457
(MIN)
CE
IMBED FABRIC
305 INTO GROUND
(MIN)
DRIP LIN
PROTECTIb
DEVIC
LIMITS 0
CLEARING 1
GRADIN
PROPOSED
GRADING
SNOW OR SILT FENCE
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
'0
2. ATTACH WIRE MESH AND FILTER
FABRIC TO THE THE POSTS AND
EXTEND IT THE FABRIC INTO THE
TRENCH. FABRIC HEIGHT 457 (MAX) ABOVE
GRADE
POST HEIGHT ABOVE GRADE
EXTENSION OF FABRIC INTO THE
TRENCH.
FILTER FABRIC WIRE MESH
GROUND LINE
NOTES: I
1. PROVIDE A PERVIOUS SHEET OF POLYPROPYLENE, POLYESTER, OR POLYETHYLENE YARN WITH THE
FOLLOWING PROPERTIES
FILTER EFFICIENCY 85%(MIN)
TENSILE STRENGTH AT 800N(MIN)
207.(MAX) ELONGATION
SLURRY FLOW RATE 12.2 L/m"2/MIN (MIN)
2. PROVIDE FABRIC WHICH CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A
MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF
-180' TO 49'C.
3. CONSTRUCT FENCE FROM A CONTINUOUS ROLL OF FILTER FABRIC TO AVOID JOINTS. WHEN JOINTS
ARE NECESSARY OVERLAP FABRIC TO THE NEXT POST.
4. PROVIDE WIRE MESH REINFORCEMENT A MIN 14 GAUGE WITH A MAX MESH SPACING OF 152.
5. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
3 SILT FENCE
C503 C502 I C501 I C801 NTS
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NO.
SR. PROJ. NO.
P 648
SPEC.
NO. 05-05-2040
CONSTR. CONTR. NO.
N62470-02-R-2040
NAVFAC DRAWING NO.
4530556
SHEET 19 of 150
C-801
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150 M
X
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BENDS
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EARTH (TYP)
600 MIN 300 &
LARGER PIPE
450 MIN 250 &
SMALLER PIPE
450
T
1
M
SECTION X—X
BENDS & TEES
PLAN & ELEVATION
PLUGS
50 MIN
45' BENDS
22.5' BENDS
11.25' BENDS
TEES
PLUGS
SIZE
A
B
A
B
A
B
A
B
C
D
100
300
175
150
175
150
200
175
200
175
350
150
400
250
225
250
150
200
250
300
250
525
200
550
325
300
325
200
250
325
400
300
725
250
650
425
350
425
250
325
400
500
350
925
300
725
525
400
525
275
400
450
600
400
1050
350
900
600
475
600
300
500
550
675
450
1225
400
975
675
525
675
300
600
600
750
500
1375
1 THRUST BLOCKS
C603 C601 C802 NTS
PAINT DAYGLOW
RED
FINISH GRADE
PAVEMENT
15 EXPANSION
JOINT
W/SEALANT(RIGI
PAVEMENT ONLY)
#4 REBAR 1�0040c�
:
(4 REQ'D
:
-1 MODIFIED MONI'
C C603 C8021 NTS
300 DIA WATERTIGHT TRAFFIC
MANHOLE W/150 MIN SKIRT
OCKABLE
SECURITY PLUG
20 CHAMFER
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COMPACT
SUBGRADE
900 SQ. CONIC
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NOTE:
COVER SHALL
READ
SEWER FOR
SANITARY
FORCE MAIN
VALVES.
2 VALVE BOX
C802 C603 C601 C802 NTS
CONCRETE PAD
OPERATOR NUT
3
100 REMOVABLE THREADED
NEW GRADE PLUG
610 X 610 X 102
CONCRETE SLAB
(IF NOT IN PAVEMENT)
U-
0
Cal Of
0
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>= m
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OPERATOR
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— PADLOCK EYE
VALVE OPERATOR SHAFT
BREAK FLANGE OR
ADJUSTMENT RING
GRADE
VALVE OPERATOR
SHAFT COUPLING
WATER LINE
VALVE
POST INDICATOR VALVE (I
NTS
CRUSHED ROCK
OR GRAVEL DRAIN
POCKET
400
CONCRETE BLOCKING
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-100 DIA PIPE
PLUG AT END
OF LINE
5 CLEANOUT DETAIL
C601 C802 NTS
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115 PUMPER
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COMPACTED OR —
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GROUND 300
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CAST IN PLACE
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I, THICKNESS
VARIES
FOR PLASTIC PIPES
*305 BELOW FINISHED GRADE
IN UNPAVED AREAS.
200 BELOW TOP OF SUBGRADE
IN PAVED AREAS.
— 900 MIN FROM EDGE OF
ROADWAY SHOULDER OR
CURB 2100 MAX
600 MIN FROM SIDEWALK
2-65 HOSE OUTLETS
— FINISHED GRADE
MIN
DTH OF
BURY
450
U PROVIDE 150 GATE VALVE
WITH CAST IRON ROADWAY
VAI.VE BOX FOR EACH
)RANT CONNECTION
GRAVEL OR CRUSHED ROCK
DRAIN POCKET —
THOROUGHLY COMPACTED
6 FIRE HYDRANT
C603 C601 C802 NTS
FLOW WET STORAGE ELEVATION
--- — ----
-- ----------------------------------I
-- --
DRY STORAGE
------- ---------
:1 WET STORAGE
TOP OF BANK
BOTTOM OF '—
TRAP
TYPICAL CROSS SECTION OF OUTLET
VARIABLE
TYPICAL SECTION A -A OF OUTLET
PIPEDIA
MAXIMUM
D
150 TO 375
200
400 TO 525
250
4 PIPE TRENCH WIDTH
C603 C601 C802 NTS
2
VALVE BOX
C802 C802
IDENTIFICATION
TAPE
FOR NON -PLASTIC PIPES
MAXIMUM TRENCH WIDTH "W"
TAKEN AT TOP OF PIPE
NOTE:
PROVIDE BEDDING IN
ACCORDANCE WITH THE
SPECIFICATIONS
coo
—MECHANICAL JOINT SLEEVE
FOR EXISTING WATER MAIN
7 TAPPING SLEEVE
C601IC8021 NTS
600
300 00 OUTLET GROUND
2• FLOW
MIN - - -- - - - 300 2' a 1 600
------------------ ------
�•1 CLASS I RIPRAP
FILTER CLOTH
COARSE AGGREGATE (NCDOT #57)
TOP OF BANK (SHAPE VARIES SEE PLANS)
WET STORAGE ELEVATION
BOTTOM OF TRAP
9 TEMPORARY SEDIMENT TRAP
C503 I C502 I C501 IC802J NTS aI
TYPICAL PLAN VIEW
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MSA, P.C.503ROSE RIVIRGINIA BEACH, VA 23462-3708
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FAX [phone]
ACTIVITY — SATISFACTORY TO
FOR EFD FOR COMMANDER NAVFAC
WATERLINE
DATE
A/E EFD
LPD DESIGN
TS P DRAWN
DMW REVIEW
JDB OC
CHIEF ARCH./ DW.
PROJECT MANAGER
FIRE PROTECTION
MECHANICAL JOINT
BRANCH MANAGER
TAPPING VALVE
DESIGN DIRECTOR
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EFD NO.
STA. PROJ. NO.
P 648
SPEC- NO- 05-05-2040
CONSTR. CONTR. NO.
N62470-02-R-2040
NAVFAC DRAWING NO.
4530557
SHEET 20 OF 150
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STORMWATER BASIN STRUCTURE INFORMATION
OUTLET STRUCTURE ID
OUTLET STRUCTURE TYPE
PLAN LOCA11ON
RIM/INV (OVERFLOW) ELEV
PROPOSED GRADE
TOP OF BANK
AREA
BA-1A
WEIR
C-401
3.700
3.395
3.955
0.091 AC
BA-1C
DROP INLET
C-401/C-403
4.600
4.295
4.600
0.041 AC
BA-2
CURB INLET
C-402
5.485
5.180
5.565
0.056 AC
BA-3
DROP INLET
C-403
4.874
4.569
4.990
0.025 AC
BA-4
DROP INLET
C-403
4.900
4.595
4.900
0,030 AC
NOTE: IF SEDIMENT BECOMES VISIBLE WITHIN THE BASIN PRIOR TO THE SCHEDULED MAINTENANCE, THE SEDIMENT
AND MULCH SHOULD BE REMOVED AND A NEW CLEAN LAYER OF MULCH PUT IN ITS PLACE.
R=4.33
L=3.717m
R=5.09
L=4.371 m
R=5.26
L=9.737m
R=4.50
L=8.327m
R=4.50
L=8.327m
R=2.00
L=0.272m
R=6.00 _
L=4.037m
R=5.24 _
L=3.628m
R=2.42 _
L=5.281 m
R=3.18 J
L=6.980m
R=8.16
L=7.980m
R=7.40
L=7.580m
R=2.24
L=4.790m
R=3.00
L=6.421 m
R=1.00
L=2.222m
R=7.40
L=9.214m
R=8.16
L=4.522m
R=9.43
L=2.255m
R=4.16
L=4.421 m
R=3.46 R=10.65
L=6.745m L=2.835m
R=2.69 R=11.41
L=5.238m r L=3.061 m
R=5.00
L=1.920m
R=4.24
L=1.628m
R=5.00
L=5.930m
R=5.76
L=6.834m
R=20.00
L=G.949m
R=24.14
L=4.284m
R=23.38
L=4.149m
R=6.00
L=8.954m
R=1.00 R=5.24
L=1.420m 1 L=7.817m
R=8.16 R=1.76 R=7.81
L=3.170m L=1.415m L=2.448m
R=8.16 R=9.17 R=8.57
L=0.346m L=2.427m L=4.026m
R=8.41 R=1.00
L=2.225m L=1.01 £
R=3.80 R=1.00
L=5.556m L=1.861m
R=4.56
L=5.618m
R=3.50 R=1.96 R=8.05
L=6.093m L=1.087m L=6.102m
R=4.26 R=2.72 R=8.82
\ L=7.420m L=1.509m L=5.020m
/ R=37.08
L= 37.85
R=7.85 �
L=4.373m
R=3.85
L=0.735m
R=3.09
L=0.589m
R=4.16
L=4.421 m
R=4.81
L=4.692m
R=14.40
L=6.253m
R=15.17
L=6.116m
0.33m
0.33m
R=5.88
L=5.814m
R=5.11
L=5.060m
R=2.19
R=19.13
L=4.73m
L=2.47m
R=1.42
L=3.08m
R=1.08
R=5.90
rD
L=0.69m
L=5.57m
R=1.84
R=5.14
L=1.30m
L=4.80m
R=4.34-
R=5.37
L=3.68m
L=5.50m
R=3.581
R=6.13
L=2.96m
R=5.81
L=6.35m
L=5.41 m
R-5.04
L=4.70m�
R=2.29
L=3.96m
R=3.05
L=5.28m
2.23m
2.26m
2.49m
R=21.07
L=2.13m
R=21.83
L=2.21 m
R=1.76
L=2.681 m
R=1.00
L=1.522m
BA-1A NOTE: UNDERCUT TO ELEVATION
1.8 AND BACKFILL W/ SUITABLE
NTS MATERIAL
0
R=4.62 -1 \
L=2.85m
R=3.86-
L=2.38m
R=1.53
L=3.480m
R=0.77
L=1.747m
R=14.71
L=2.986m
_ R=13.95
L=2.831 m
_ R=20.00
L=6.173m
R=20.76
L=6.408m
R=18.36
L=2.38m
R=9.83
L=3.74m
R=9.06
L=3.42m
R=18.77
L=5.92m
R=19.53
L=6.35m
R=3.95
L=7.24m
R=3.19
�- L=5.78m
R=3.73
L=1.25m
R=2.97
L=1.21m
R=1.36
L=2.79m
R=2.12
�- L=4.14m
R=0.18
L=0.25m
R=0.94
L=1.17m
0.076m LAYER OF TRIPLE
* NOTE: SHREDDED HARDWOOD MULCH WATER DEPTH
(305) ASPHALT
DURING THE INSTALLATION OF FLOW
THE SWMF INFILTRATION SYSTEM, r Fes- PAVEMENT
IF IMPERVIOUS SOILS ARE _�\,� 3 MAX vl ,, i.�� /1
ENCOUNTERED, OVER -EXCAVATE
TO SAND LAYER (SM) SUITED 600 1 z GRASS BUFFER
FOR INFILTRATION AND BACKFILL MIN o
WITH COURSE, CLEAN, SAND OR GRASS BUFFER v PROPOSED
WASHED STONED TO THE
BOTTOM OF THE DESIGN\�� GRADE
ELEVATION OF THE INFILTRATION ��' �' \ \ PLANTING SOIL
BASIN.
BIORETENTION AREA SAND BED/BACKFILL
ALL PLANTING SOILS TO HAVE A P-INDEX OF NO LESS THAN BIORETENTION BASIN IN A PLANTING
10 AND NO MORE THAN 30 3 ISLAND IN A PARKING LOT
FC403TC4021 C401 IC803J NTS
21.64m -
R1.52m
ol
8.23m 7.93m
21.33m
R1.52m
BA-2
NTS
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VIRGINIA BEACH, VA 23462-3708
+ PHONE [phone]
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////
+, SEAL
APPROVED
R1.52m
R1.52m RO.76m
�- 3.70m -I
RO.76m
5.41 m 9 82m
L
R2.29m
RO.76m
R3.05m
F- 9.11 m -I R1.52m
R1.52m
RO.76m
4.47m
+ R0.76m
R1.52m10.95m
BA-3
NTS
17,
J/ R0.76m
R1.52m
+ 06 m
1.72m +
R2.28m
R1.52m � RO.76m
R1.52m
BA-4
NTS
+ 0.83m
T RO.76m
i R1.52m
4 � 5
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ACTMIY - SATISFACTORY TO
FOR EFD FOR COMMANDER NAVFAC
DATE
A/E EFD
LPD DESIGN
TS P DRAWN
DMW
REVIEW
JDB Gc
CHU ARCH./ ENGR.
PROJECT MANAGER
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SPEC. N0. 05-05-2040
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N62470-02-R-2040
NAVFAC DRAWING NO.
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PLANT LIST
FKEY]�Ej
COMMON NAME IF
BOTANICAL NAME
CAUPER
HEIGHT
WIDTHF
as shown
a
COMMENTS
See Note #1
T1
5
Red Maple
Acer Rubrum
.0508m—.0635m
N
N
B&B
T2
11
Riverbirch
Betula ni ra
N
2.4384m-3.0480m
B&B
as shown
b
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T3
7
Flowering Cropemffbe
La erstroemia indica 'Natchez'
N
N
N
B&B
as shown
b
See Note
T4
19
Willow Oak
Quercus phellos
.0508m—.0635m
N
N
B&B
as shown
a
See Note
St
143
Japanese BarberryBerberis
thunber ii
N
MIN..0610m
N
CONT.
.9144m O.C.
c
FULL
S2
121
Inkberr HollyIlex
labra
MIN..0610m
N
CONT.
.9144m O.C.
c
FULL
S3
18
Sand CherryPrunus
cistena
N
MIN..7620m—.9144m
N
7 al cont.
1.2192m O.C.
c
FULL
S4
191
Bayberry
M ica enns vanica
N
MIN..0610m
N
CONT.
.9144m O.C.
c
FULL
PLANT LIST NOTES:
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2. PRUNE BOTTOM 1/3 OF LATERAL BRANCHES
3. FULL HEAD, STRAIGHT TRUNK
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DATE
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PROJECT MANAGER
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BRANCH MANAGER
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CODE ID. N0. 80091 SIZE D
SCAEE: GRAPHIC
EFD N0. SIXPROJ. NO. P 648
SPEC. NO. 05-05-2040
CONSTR. CONTR. NO
P41Z111
NAVFAC DRAWING NO.
4530565
SHEET 28 OF 150
— I V lF
DRAINFOM RDASION SEPr 2001
11
C
101
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