SW6091202_APPROVED PLANS_20100105

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
swgd?
DOC TYPE
❑ CURRENT PERMIT
PAPPROVED PLANS
❑ HISTORICAL FILE
❑. COMPLIANCE EVALUATION INSPECTION
DOC DATE
T
YYYYMMDD

1
K
3 1 4 1 5
NOTE:
SKIMMER IS TO BE A
SURFACE DEWATERING
DEVICE SUCH AS BMP
SKIMMER OR APPROVED
DEVICE.
SKIMMER SIZE
6 INCHES
ORIFICE DIAMETER
4 INCHES
DEWATERING TIME
1.3 DAYS
OUTLET END- CONNECTION
TO OUTLET PIPE OR RISER
C
FLEXIBLE JOINT
(RADIATOR HOSE)
VENT
SCREEN ACCESSIBLE THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
TYPICAL SKIMMER DETAIL
NOT TO SCALE
MAINTENANCE:
1. INSPECT THE TEMPORARY BASIN AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL 1/2 INCH OR GREATER AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE
HALF THE DEPTH OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
VEGETATION GROWING IN THE BOTTO OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE —ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE
SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO
THE SIDE OF THE BASIN AND REMOVE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF ITS CLOGGED; IF SO REMOVE
DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S
SNAKE OR BY FLUSHING THE WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE
SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVAL ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL
AREAS.
255
0
ELEV. 253.5 i �I
1 /
10*30
--
lil
l'
7-
OP OF RISER, ELEV. 255.42
TEMPORARY'; POOL ELEV.
TEMPORARILYPLUG 2" ORIFICE
SKIMMER, SEE DETAIL
THIS SHEET
KEEP GATE VALVE OPEN
50'
10*40 10*50 10*60
i
TEMPORARY BAFFLES,
INSTALL PER SEDIMENT
TRAP DETAIL ON -C-510 -
ELEV. 253.5 —
EV. 249.0'
10*70
1
2:1
10*60 10*90 11*00
TEMPORARY BASIN TO WET POND TRANSITION
CONSTRUCTION SPECIFICATIONS
1. AFTER TEMPORARY SEDIMENT TRAPS, DIVERSION DITCHES, AND SILT
FENCE IS INSTALLED, CLEAR, GRUB, AND STRIP TOPSOIL FROM AREAS
UNDER THE EMBANKMENT TO REMOVE TREES, VEGETATION, ROOTS,
AND OTHER OBJECTIONABLE MATERIAL. CONSTRUCT DAM. DELAY
CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN
REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO
FACILITATE SEDIMENT CLEANOUT.
2. GRADE THE BASIN ACCORDING TO THE SPECIFIED DIMENSIONS ON
SHEET C-109 AND C-512.
3. FILL MATERIAL SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS,
WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL.
PLACE FILL MATERIAL ACCORDING TO CONSTRUCTION SPECIFICATIONS.
4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO
MAKE A WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL
CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATERTIGHT
ASSEMBLIES. PLACE THE RISER IN CONCRETE ANTIFLOTATION BLOCK
AS SHOWN ON SHEET C-512.
5. INSTALL THE EMERGENCY SPILLWAY.
6. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS
MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS.
STABILIZE THE EMERGENCY SPILLWAY AND EMBANKMENT AND ALL
OTHER DISTURBED AREAS ABOVE THE CREST OF THE SPILLWAY
IMMEDIATELY AFTER CONSTRUCTION.
7, INSTALL SKIMMER. CONNECT SKIMMER TO RISER BARREL AS SHOWN
ON THE PLANS. TEMPORARILY PLUG THE 2 INCH ORIFICE ON THE
RISER STRUCTURE.
8. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY
EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A
LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
9. INSTALL POROUS BAFFLES ACCORDING TO THE TEMPORARY SEDIMENT
TRAP DETAIL ON C-510.
10. ONCE THE SITE IS STABILIZED AND ALL TEMPORARY MEASURES HAVE
BEEN REMOVED, REMOVE ALL SEDIMENT DEPOSITED DURING
CONSTRUCTION. REMOVE TEMPORARY BAFFLES, REPAIR EROSION
FEATURES, AND RESTORE THE VEGETATED SHELF BEFORE THE BASIN
CAN OPERATE AS A WET POND. INSTALL PERMANENT BAFFLES.
REMOVE SKIMMER AND RESTORE RISER TO FINAL WET POND DESIGN
WITH GATE VALVE CLOSED AND 2 INCH ORIFICE OPEN.
11. POND SLOPES SHALL BE STABILIZED WITH PERMANENT VEGETATION
AND PERMANENT OUTLET PROTECTION INSTALLED PER THE PLANS.
- — _ - -- ---- 260
1
ELEV. 249.0'
3W60q 1202 1-5 Zola
i ���� il-il•ZGb9
12' G 515
I
— — --- — -- 245
11*10 11*20 11*30 11*40 11*50 11+60
CORRECTED FINAL
DATE: NOVEMBER 11, 2009
US Army Corps
of Engineers®
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SHEET
IDENTIFICATION
C-515

1 I 2
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ri
47
A
3 CLASS B RIP RAP (SEE SECTION THRU BASIN
p BELOW)
F 11
< \
PIPE RIP RAP HEADWALL
O \
IN
\ / I
NCDOT #5 OR �•57 WASHED STONE. 1 0 THICK x 2' 0 HIGH MINIMUM
STORAGE AREA
/ I I
IPERSPECTIVE VIEW
1.5' FLOOD
STORAGE ZONE
2' SEDIMENT
STORAGE ZONE 1
RIP RAP HEADWALL,
1' MIN. HEIGHT FROM
ROAD SHOULDER-i
MAXIMUM SEDIMENT DEPTH
%— CLASS B RIP —RAP
LNC DOT#5 OR #57
WASHED STONE SECTION VIEW
NOTES:
1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL
IS DESIGNED TO PROTECT EXISTING PIPE
INVERTS THAT DRAIN 5 ACRES OR LESS.
2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE NOTED.
PIPE INVERT
NATURAL GROUND
MAINTENANCE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 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.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND
COVER.
B I ROCK PIPE INLET PROTECTION
NOT TO SCALE
101
ENERGY DISSIPATOR/OUTLET PROTECTION SCHEDULE
DISSIPATOR
LENGTH
WIDTH
DEPTH
OUTLET /
DRAWING
PAD
STRUCTURE TYPE
PROVIDED
PROVIDED
PROVIDED
STONE
INLET
WHERE
COMMENTS
La, (FEET)
W,(FEET)
d,(INCHES)
TYPE
TYPE
SHOWN
A
18m CMP CULVERT
6
6
12
CLASS A
TYPE B
C-110
FLOWS INTO TEMP. DIV. CHANNEL 2
B
18w CMP CULVERT
6
6
12
CLASS A
TYPE A
C-110
FLOWS INTO TEMP. DIV. CHANNEL 3
C
FLARED
END SECTION — 11B
24
24
24
CLASS
I
TYPE A
C-106
FLOWS INTO FOREBAY
NOT
1. FOR OUTLET TYPE 'B", PLACE RIP —RAP FROM TOP OF BANK
TO TOP OF BANK IN RECEIVING CHANNEL.
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-FILTER LAYER -FILTER FABRIC OR SECTION
6" +5 WASHED STONE
FILTER
LAYER — FILTER FABRIC OR
6" #5
WASHED STONE
TYPE A — PIPE OUTLET TO FLAT AREA
TYPE B
— PIPE OUTLET TO
DEFINED CHANNEL
WITH NO DEFINED CHANNEL
TYPICAL
INLET/OUTLET
PROTECTION
NOT TO SCALE
RIPRAP OUTLET PROTECTION:
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 SHALL BE FILLED BY INCREASING THE RIPRAP
THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER SHALL 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 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 AS SPECIFIED IN THE SCHEDULE.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -
RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE
DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF
THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
MAINTENANCE:ScvGo9lZoz
INSPECT RIPRAP OUTLET STRUCTURES ONCE PER WEEK AND AFTER EACH RAINFALL EVENT N7/ ?cat
(1/2 INCH OR GREATER) TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
CORRECTED FINAL
DATE: NOVEMBER 11, 2009
US Army Corps
of Engineers*
ESS/Of
SEAL
15370
tt. 05
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SHEET
IDENTIFICATION
C-514

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L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
/ SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE I /
TO FACE OF MALL I i
i N
9 CONC.
\ PIPE A4-BARS
J
H
12"
B
FOOTING
(IF CONST. JOINT IS USED) DOWEL
END ELEVATION BAR-"X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36"
42"
48"
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3
4
4
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2
3
3
4
4
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2
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-
-
-
-
1
1
2
2
2
2
3
G2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
B
B
T
S
L
YO3
N
L
YD3
n
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2'-9"
2114"
9h"
5'-6"
0.7
2'-2"
T-8"
1.0
"
1'-10"
3'-2"
21'2"
10"
G'-4"
1.0
2'-7"
8'-11"
1.3
"
2'-1"
4'_0"
3"
10"
W-O"
1.5
3' 5"
11' 5"
2.0
W,9'-
2'-G"
4'-7"
4144"
11 Y2"
9'-2"
2.3
4'-3"
13'-5"
3 1
2'-8"
W-6"
4{"
11L¢"
11'-O"
3.4
5'-0"
16' 0"
4.5
3'-1"
6'-4"
514"
11h"12'-S"
4.5
5-10"
iB'-6"
6.0
3'-5"
T-2"
54%4"
111g"
14'-4"
6.0
6'-8"
21'-0"
8.0
*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1if
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
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ELEVATION
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END ELEVATION
SLOPE AS INDICATED ON PLANS
N
#4.BAIIS
12u
DOWEL
BAR - "X"
DOWELS IN ENDWALL WITH C. S. PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA-
15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36"
42"
48"
BAPS
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4
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3
4
4
2
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-
-
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1
1
2
2
2
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
TOTAL L83.
9
8
14
14
Y8
53
62
12
12
18
19
29
73
DIMENSIONS AND CONCRETE QUANTITIES
USING CORRUGATED STEEL PIPE
COMMON
SINGLE_PIPE
DOUBLE PIPE
D
H
B
G
L
YD3
M
L
Y0
15"
3'-4"
1'-G"
2'-0"
5'-D"
0-7
1'-11"
6'-11"
1.0
18"
3'-7"
1'-10"
2'-11"
5'-10"I
1.0
2'-3"
8'-1"
1.2
24"
4' i"
2'-1"
W-B"
7'-4"
1 1.4
3'-O"
W-0
1.9
30"
4'-7"
2'-4"
4'-5"
W-10"
2.0
3'-9"
12'-7"
2.7
36"
5' 1"
2'-7"
5'-2"
10' 4"
2.8
4'-6"
4'-10'
3-8
42"
5'-7"
2'-10"
5'-11"
11'-10
3.8
5'-3"
17'-1"
5.0
48"
6'-1"
3'-1"
6'-8"
13'-4„
4.9
6'•O"
19'-4"
7.5
'SEE SHEET 3
VARIES (8' MAX.)
STAY WIRES MIN.
14 GAUGE ,
ELEVATION
STEEL POST
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GENERAL NOTES:
uj
1. SILT FENCE SHALL BE INSTALLED OUTSIDE TOE OF EARTHFILL EMBANKMENTS. MAY
UJ a ALSO BE INSTALLED AROUND ALL STORM DRAIN INLETS, & MANHOLES AS DIRECTED.
2. WIRE SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL HAVE A MAXIMUM MESH
z � SPACING OF 6".
J Z3" FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED
SECURELY TO THE WIRE.
4. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF SELF -FASTENER
ANGLE STEEL TYPE.
o
3' -0" MIN. WIDTH
-
o O_
FILTER FABRIC
' _j
(,1
-
1
FILL SLOPE
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`V
GROUND LINE
ANCHOR FILTER
FABRIC MIN. 8" DEEP
& 4" FORWARD ALONG
41
THE TRENCH
SECTION
DROP INLET GRATE LOCATED CONSTRUCTION SPECIFICATIONS;
6 IN. ABOVE THE BOTTOM OF THE
INFILTRATION SWALE 1 REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA AND
DISPOSE OF PROPERLY.
1 2" EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND
3 OVDIMENSIONS
ERCUTAROUND HOTHE CHANNELWN ON THE PERIMETER LANS PLUS A 0.2 OPERIMETER TO ALLOWFOR
VARIES, SEE BULKING DURING SEEDBED PREPARATIONS.
GRADING PLAN NOTE:
FOR DIMENSION 3 REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO
REFER TO GRADING PLAN FOR SWALE DIMENSIONS THAT SURFACE WATER MAY ENTER THE CHANNEL FREELY.
PERMANENT INFILTRATION SWALE SCHEDULE
SWALE NO
DEPTH
BOTTOM WIDTH (B)
BOTTOM SLOPE
LENGTH
TEMPORARY LINING
3
18"
2'
0.6X
293'
STRAW W/ NET
4
18"
13'
0.5Y
126'
STRAW W/ NET
TYPICAL NON -REGULATORY II
NOT TO SCALE
,TI
ALE
4_ ESTABLISH GRASS IN THE CHANNEL ACCORDING TO THE
FORT BRAGG SEEDING SPECIFICATIONS ON SHEET C-509.
PROTECT THE CHANNEL WITH TEMPORARY LINERS AS SHOWN
IN THE SCHEDULE.
MAINTENANCE FOR INFILTRATION AND GRASS SWALES; INSPECT
ONCE WEEK -AND TER EACH RAINFALL. E GRASS IS
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL: CHECK IT
AFTER EVERY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS.
CHECK THE CHANNEL OUTLET FOR BANK STABILITY AND
EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING
CAPACITY. KEEP THE GRASS AT HEALTHY, VIGOROUS CONDITION
AT ALL TIMES.
NOTE:
THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:
A) EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO.30
B) GRAB STRENGTH 90-120 LB
MAINTENANCE:
1. INSPECT SILT FENCE ONCE PER WEEK AND AFTER EVERY RAINFALL.
2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR ANY
DAMAGE TO FENCE.
3
VARIES, SEE
GRADING PLAN
FOR DIMENSION
TYPICAL SILT FENCE DETAIL (TEMPO
NOT TO SCALE
DROP INLET GRATE FLUSH
WITH FINISHED GRADE
W �Oq 1242 I -5- 2,610
C -513 11-1_I
NOTE:
REFER TO GRADING PLAN FOR SWALE DIMENSIONS
PERMANENT GRASS SWALE SCHEDULE
SWALE NO
DEPTH
BOTTOM WIDTH (8)
BOTTOM SLOPE
LENGTH
TEMPORARY LINING
5
18"
3'
0.57.
249'
STRAW W/ NET
6
18"
10,
0.57..
184'
STRAW W/ NET
NOT TO SCALE
CORRECTED FINAL
DATE: NOVEMBER 11, 2009
US Of EWg neers�
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IDENTIFICATION
C-513
SHEET 030 OF ON

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0
4" SCREW CAP —
4" SCH 40 PVC TEE
PERMANENT
POOL 4" CAP WITH 2.2" HOLE —
4" DEWATERING ORIFICE,
SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM
250
BAND COUPLING
TACK WELD
(TYP.)
CORRUGATED METAL RISER
NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB
FOR DEWATERING ORIFICE
AND AASHTO M294*
DEWATERING SYSTEM FOR RISER DETAIL
NOT TO SCALE
EMERGENCY SPILLWAY CREST ELEV. 255.75-
255 ELEV.254.0
245
10*00
260
RIP RAP TOP E
3:1
= 257.0'
GATE VALVE WHEEL -
FOR OPERATIONAL USE
TOP OF RISER=255.42 OIL
2" ORIFICE INV.=254.0-
SEE DETAIL THIS SHEET
6" SCHEDULE 40
STEEL PIPE, 1-FOOT
MINIMUM WITH FLANGE
1'-O" EMBED
6" GATE VALVE_,
INVERT IN = 250.0
249.0'
2'-0"
6'-0" x 6'-0" CONCRETE
ANTI -FLOATATION BLOCK
EMBED CAP RISER 12"
(TYP.)
(3 000 PSI STRENGTH
54" sb
CORRUGATED ALUMINUM
TRASH RACK W/
ANTI —VORTEX DEVICE & A
TOP GRATE OF ALUMINUM
•• BAR @ 6" O.C. E/W
TACK WELD
48"0 CORRUGATED ALUMINZI,
PIPE (CAP) RISER
I
24" CMP
1'-0� TYP.
/—V(5) #5 REBAR EACH
WAY AT BOTTOM OF
CONCRETE BLOCK
CONCRETE) WET POND - RISER DETAI
PERMANENT DIVERSION CHANNEL
SEE PLATE C-511 FOR DETAIL
NOT TO SCALE
r
�--#5 HOOP REBAR
L (4'-0" DIA)
NOTES:
1. SEE PLATE L-102 FOR PLANTING PLAN.
2. EXTEND PERMANENT BAFFLES INTO BANK MINIMUM OF 3 FEET.
3. BAFFLES SHALL BE%16" FIBERGLASS PLATES.
2" GALVANIZED POST; (TYP. 4' O.C.)
�2" X 2" GALVANIZED 'ANGLE (POST TO POST)
GALVANIZED HARDWARE (TYPICAL) EACPOST AND 12" O.C. ON ANGLE ELEV. 258.0
BOTTOM OF BAFFLE ELEV - 253.0
--------------
4' WIDE CRE T - ELEV. 254.0'
.253.5 ELEV. 253.5
(TYP.)
10:1 II II 10:1
II II II 10:1 j
18� _ II _ 5SEDIMENT CLEANOUT
2'1-BOTTOM--OF 2 1 2:1 =ELEV. 250.0'
ANOUT --CLEANOUT250 T
A ELEV.249.0' ELEVATION 250.0'
RISER SEE DETAIL THIS SHEETUl-
a f'
50'
245 12" DIA, 24" DEEP (TYP.)
-- - -- --- - - ---- ------ ------ - --- ------ -- --- - - --- - ---- - - -- - - ---- ------ - - - -- - - - - - ---- —
10*00 10*10 10*20 10*30 10*40 10*50 10*60 10*70 10*90 10*90
WET POND SECTION SECTION A -A
10*10 10*20 10*30
10*40
10*50
10*60 10*70 10*80
WET POND
SECTION
SECTION
B-B
i
VEGETATED SHELF, SEE PLATE L-102 FOR PLANTING SCHEDULE,
1007YR MAX. WATER SURFACE ELEV; 255.99
ELEV. 257.0 10-YR MAX. WATER SURFACE ELEV. 255.92
1-YR MAX. WATER SURFACETELEV.55.35
OP OF RISER,
-- ER, ELEV. 255.42 -_ --
TEMPORARY POOL ELEV.
3:1
ELEV.253.5 j �' If PERMANENT BAFFLES, II TOP OF BAFFLE
ELEV. = 255.5'
BOTTOM OF CLEANOUT
ELEV. 249.0'
12'
11*00 11*10 11*20
260
255
250
�S1;U60Q1 Z I-S�ZDIO
51� II�II-2Cb9
-- - - — 245
11*40 11*50 11*60
CORRECTED FINAL
DATE: NOVEMBER 11, 2009
US Army Corps
of Engineers®
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IDENTIFICATION
C-512
SHEET 029 OF OM

1 1 2
5
C
3
n
NOTES.,
1. MODULAR REINFORCED SEGMENTAL RETAINING WALL SYSTEM SHALL BE DESIGNED AND PROVIDED BY
CONTRACTOR FOR AN ACTIVE EARTH PRESSURE COEFFICIENT Ka OF 0.4 AND AN AT REST EARTH
PRESSURE COEFFICIENT Ko OF 0.6. THE SEGMENTAL RETAINING WALL SYSTEM SHALL BE DESIGNED BY A
LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.
2. MODULAR RETAINING WALL SYSTEM SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY
THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN. SHOP DRAWINGS AND CALCULATIONS SHALL
BE SUBMITTED TO DEWBERRY & DAVIS, INC. FOR REVIEW AND APPROVAL.
3. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME THAT FILL BEHIND
THE UNITS IS COMPACTED.
4. INSTALL *57 STONE IN A 2'-0" WIDTH DIRECTLY BEHIND THE WALL AND EXTEND STONE TO WITHIN 18" OF
THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF THE
WALL.
5. COMPACTION SHALL BE TO 951 OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698).
6. COMPACTION WITHIN 5 FEET OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT.
7. GEOSYNTHETIC REINFORCEMENT SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL.
FOLLOW GEOSYTHETIC REINFORCEMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN
SPECIFICATIONS.
8. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL DURING CONSTRUCTION.
9. FOLLOW APPLICABLE PROVISIONS OF THE MODULAR RETAINING WALL SYSTEM MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS.
10. COORDINATE MODULAR CONCRETE UNIT STYLE, PATTERN, AND COLOR WITH GOVERNMENT.
11. THE CONTRACTOR SHALL NOTIFY MODULAR CONCRETE MANUFACTURER AND FACING UNITS OF GOVERNMENT
REQUIREMENTS IN REGARDS TO COLOR VARIANCES. NO COLOR VARIANCES WILL BE ACCEPTED BY THE
GOVERNMENT.
MODULAR CONCRETE
CAP UNIT. ADHERE
TO UNIT BELOW WITH
CONCRETE ADHESIVE.
18"
I MODULAR
VARIES CONCRETE —
I FACING UNITS
1'-0".
MIN.
2' 0" 6"
1�
VARIES, SEE
SITE PLAN
BACKFILL
S
GEOSYNTHETIC REINFORCING.
LENGTH, TYPE, AND SPACING
BY MODULAR REINFORCED
SEGMENTAL RETAINING WALL
NCDOT
*57 STONE
SYSTEM MANUFACTURER
WRAP
WITH
FILTER
FABRIC
REINFORCED BACKFILL
COMPACT TO 95X OF
MAXIMUM STANDARD
PROCTOR DENSITY
MIN.
(ASTM D-698)
N 6v DIA. CORRUGATED, PERFORATED PLASTIC
PIPE. PROVIDE OUTLET AT END OF WALL.
SLOPE DRAIN!/B" PER FOOT MINIMUM. WRAP
PIPE IN FILTER FABRIC.
PROVIDE'/2" GALVANIZED STEEL WIRE MESH
OVER END OF PIPE.
® UGC
FACE FACE
1
TYPICAL MODULAR TYPICAL MODULAR
CONCRETE CAP UNIT CONCRETE FACING UNIT
MODULAR REINFORCED SEGMENTAL RETAINING WALL
NOT TO SCALE
FILTER FABRIC —
AROUND STONE
NCDOT *57 STONE
3 ( 4
VEGETATION
TAPER CURB DOWN TO GRADE IN T TRANSITION
—1' STRIP OF CABC
CONCRETE WHEEL STOP, TYP.
SEE DETAIL ON PLATE C-503
ASPHALT PARKING LOT J
END REVERSE CURB & GUTTER
TYPICAL PARKING LOT LAYOUT
ALONG GRUBER ROAD
NOT TO SCALE
'%^GRASS\—�
REVERSE CURB & GUTTER,
SEE DETAIL ON PLATE C-501
NCDOT CLASS B RIP RAP
'�,GRASS,-�
PLAN VIEW
NEW GRADE 10' WIDE x 5' LONG OVERLAP FABRIC
A MIN. OF 12"
Al
N EDGING WITH SLOTS
FOR DRAINAGE
NCDOT CLASS B RIP RAP
N FILTER FABRIC, NCDOT TYPE 1
SECTION VIEW NCDOT * 57 STONE
TYPICAL DRY WELL DETAIL ?0 1ZOZ «-zxo
NOT TO SCALE G 06 !l-1)-Zcb9
CORRECTED FINAL
DATE: NOVEMBER 11, 2009
US Army Corps
of Engineers*
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C-506
SHEET 023 OF ws

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UILDING
I ziJ_65.11
PIPE PENETRATION PER
WALL MANUFACTURER'S
RECOMMENDATIONS
CN14
All,
LO I
I 'i NK
PERMANENT RIP RAP LINED
DIVERSION CHANNEL
2.5 HORIZONTAL
TO 1 VERTICAL
16 -4, 000
000
D
LIMITS OF
SEE PLATE C-512 FOR SECTIONS A -A AND B-B
B­ I I
PERMANENT BAFFLE, TYP., SEE PLATE C-512 FOR DETAIL
RISER SPILLWAY, SEE PLATE C-112 FOR DETAIL
10'WIDE ACCESS BERM, COMPACTED EARTH
X,
DA
O
Av
MR REFTRE�,,';C_ ONLY
-- - - - --- - - - - -
4
B
0
Cap
NOTES 2.
1
DISTURBED AREA - 7.25 ACRES
2.
SEE PLATES C-101 & C-102 FOR EXISTING CONDITIONS.
3.
SEE PLATE C-509 FOR EROSION AND SEDIMENT CONTROL SEQUENCE.
4.
CONSTRUCTION SHALL CONFORM TO SAVANNAH DISTRICT STANDARDS
AND SPECIFICATIONS.
5.
THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION.
6.
36" MINIMUM COVER SHALL BE PROVIDED FOR ALL UNDERGROUND UTILITIES
UNLESS OTHERWISE NOTED.
A
7.
ALL MANHOLE RING AND CLEANOUTS IN STREETS AND
MATCH
SIDEWALKS SHALL MATCH FINAL GRADE.
8.
THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO EXISTING GRADE
UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL
SEED AND MULCH ALL AREAS NOT TO BE PAVED.
9.
THE CONTRACTOR SHALL KEEP ALL UTILITIES ACTIVE UNLESS RECEIVING
PERMISSION FROM THE CONTRACTING OFFICER.
10.
THE CONTRACTOR SHALL INSTALL MEASURES NECESSARY FOR EROSION AND
SEDIMENT CONTROL.
SS
!,----D CLAY PIP-E
DEGL'O"PPER ROAD
SS
Tj
I
Z..
—FLARED END
SECTION, TYP.
PERMANENT RIP RAP
LINED DIVERSION CHANNEL
;--X!lZ71 -j%jC7 CURB CUTS ETC. NOT SURVEYED
" 41_1
SS
11. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL
DOORS AND BUILDINGS.
12. STORM DRAINAGE STRUCTURE NUMBERS NOTED ON DRAWINGS AS<9)
13. RCP SHALL BE CLASS III REINFORCED UNLESS OTHERWISE NOTED..
14. JUNCTION BOXES ARE NOTED AS JB AND SHALL CONFORM TO NCDOT
STANDARD 840.31
15. CATCH BASINS ARE NOTED AS CB AND SHALL CONFORM TO NCDOT
STANDARD 840.02
16. DROP INLETS ARE NOTED AS DI AND SHALL CONFIRM TO NCDOT STANDARD
840.14.
17. STORM DRAINAGE MANHOLES ARE NOTED AS MH AND SHALL CONFORM TO
NCDOT STANDARD 840.52.
18. SEE PLATE C-511 FOR PERMANENT DIVERSION CHANNEL DETAIL.
19. SEE PLATE C-508 FOR STORM DRAINAGE SCHEDULE.
20. DRY WELL LOCATIONS ARE PRELIMINARY. EXACT LOCATIONS FOR DRY WELLS
WILL BE DETERMINED WHEN BUILDING DESIGN IS COMPLETE.
21. SEE PLATE C-508 FOR RETAINING WALL ELEVATIONS.
vti
STORM DRAINAGE'
MANHOLE, TYP.
LEGEND
28�
LIMITS OF CONSTRUCTION
— — — — — — —
— — — --
STORM DRAINAGE MANHOLE
@
FLARED END SECTION
STORM DRAINAGE PIPING
DROP INLET
E
JUNCTION BOX
0
CATCH BASIN
PMM
CLEAN OUT
000
STORM STRUCTURE NO.
0)
SITE GRADING & DRAINAGE PLAN
30' 20' 10' 0 30,
SCALE: 1" = 30'- 0"
CORRECTED FINAL I
DATE: NOVEMBER 11, 2009 1
US Army Corps
of Engineers*
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SHEET
IDENTIFICATION
C-109
L SHEEP 012 OF 055

1
NEW FORT BRAGG BO
3
4
5
C
0
0
HAUL ROUTE
Z
a
a
SOLID WASTE
TRANSFER STATION
LEGEND:
BRAGGDBFORT
OUNDARY
ACP#1
COE BARRACKS
PROJECT OFFICE
LCID
LAND CLEARING
& INERT DEBRIS
MAJOR ROADS
STREETS
RAILROADS
INSTALLATION
---_ --
BOUNDARIES
95
INTERSTATE ROUTE
101
U. S. ROUTE
87
STATE ROUTE
LAKES
• • • • • •
HAUL ROUTE
FORT BRAGG CANTONMENT
SCALE: 1"-2500'
2500 0 2500 5000
GRAPHIC SCALE: 1" - 2500'
2
C&D LANDFILL
OPE AIR FORCE BAS
A
US ARMY CORPS OF ENGINEERS (USACE)
FORT BRAGG OFFICE, BLDG NO. 3-1933
TO
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DIRECTORATE OF PUBLIC WORKS
BUILDING NO. 3-1631
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ACP#12ND SAT /SUN hiOLIDAYS 0900-1700
VISITORS' CENTER AND
21 VEHICLE REGISTRATION
ACP#11
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64
ASHEBORO
1
220
1 SANFORD
BISCOE
FORT BRAGG
40/
1
1
501
401
401
117
7
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421
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CLINTON
117
701
ALLACE
#10 ` 74
\
MAIN K)DARLINGTON,,(3e ; VICINITY MAP
81 \ WHITEVILLE 117 NACP
NTRANCE
LANDFILL DISPOSAL REQUIREMENTS N.T.S.
ACP#13 11_ FORT BRAGG HAS THREE NON -HAZARDOUS SOLID WASTE DISPOSAL SITES. WHICH ARE
PERMITTED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL
SIMMONS AIRFIELD RESOURCES (NCDENR). THEY ARE LOCATED OFF LAMONT ROAD, WEST OF FORT BRAGG'S
CANTONMENT AREA, BETWEEN LONGSTREET AND MCKELLAR ROADS. TWO OF THE
SOLID WASTE SITES ARE PERMITTED LANDFILLS WHICH ACCEPTS WASTE FROM FORT
RUB R BRAGG AND POPE AIR FORCE BASE. THESE LANDFILLS ARE FOR CONSTRUCTION AND DEMOLITION
DEBRIS (C&D) AND LAND CLEARING AND INERT DEBRIS (LCID). THE OTHER PERMITTED SITE IS
ACP#9 sS THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION FOR THE TRANSFERRING THE
MSW OFF FORT BRAGG TO AN APPROVED AND PERMITTED LANDFILL.
2. THE C&D LANDFILL IS PERMITTED TO RECEIVE CONSTRUCTION AND DEMOLITION HAZARDOUS
DEBRIS AND ASBESTOS GENERATED ON FORT BRAGG. THIS INCLUDES NON -HAZARDOUS WASTE
NORMALLY GENERATED AT A CONSTRUCTION SITE SUCH AS PAINTED AND TREATED WOOD,
C) INCIDENTAL SCRAP METALS, TREATED WOOD, PACKAGING, INSULATION, SHINGLES, EMPTY
c) ACP#8A
US aroy corps
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15370
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IIIIIIII
METAL CANS, AND WALL BOARD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITH THE C&D
03 �,�
LANDFILL BY THE LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY
BAGGED OF CONTAINED AND WITH MANIFEST DOCUMENTS BEFORE ACCEPTANCE FOR THE
o f ®
WASTE BEFORE PLACING INTO THE C&D LANDFILL. YARD WASTE IS NOT ALLOWED
IN THE C&D LANDFILL.
�— -� 3.
THE LAND CLEARING AND INERT DEBRIS (LCID) LANDFILL IS NEXT TO THE C&D LANDFILL
AND IS PERMITTED TO ACCEPT YARD WASTE, TREES CUT IN MANAGEBLE LENGTHS (61), STUMPS,
LIMBS (6' LENGTHS), UN -PAINTED AND NON TREATED WOOD, DIRT CLEARED FROM LAND
24
CLEARING WITH ASPHALT, BRICKS AND CONCRETE.
" 4.
THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER,
PLASTIC AND HOUSEHOLD WASTE FROM SUPPORT ACTIVITIES, TROOP BARRACKS, AND MOTOR
<<y
POOLS AND FORT BRAGG'S FAMILY HOUSING. THE MSW IS PREPARED FOR SHIPMENT AND IS
TRANSPORTED TO AN APPROVED AND PERMITTED LANDFILL OFF FORT BRAGG.
ACCESS CONTROL POINT (ACP) #8
5.
CONCRETE AND ASPHALT SHOULD NOT BE MIXED WITH DEBRIS AND SHALL BE STOCKPILED
AND TRUCK INSPECTION PLAZA
AT THE DESIGNATED RECYCLING SITE AT THE LANDFILL.
TIRES ARE PROHIBITED FROM BEING DISPOSED INTO THE LCID AND C&D LANDFILLS AND FROM
6.
_.�.A
THE WTS.
DEFENSE REUTILIZATION MARKETING 7, HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED INTO THE
OFFICE (DRMO) BLDG. NO. J-1334 LCID AND C&D LANDFILLS AND THE WTS.
8. APPLIANCES/ WHITE GOODS WHICH INCLUDE ITEMS SUCH AS: WASHERS, DRYERS,
REFRIGERATORS, AND AIR CONDITIONERS ARE BANNED FROM THE LCID AND C&D LANDFILLS
AND THE WTS AND SHALL BE DISPOSED THROUGH THE PRIME CONTRACTOR WITH AN OFF -POST
SALVAGE COMPANY OF THROUGH DEFENSE REUTILIZATION AND MARKETING OFFICE (DRMO).
9. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE C&D, LCID,
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MSW, AND RECYCLABLE AREAS. ALL LANDFILL USERS WILL RECYCLE TO THE MAXIMUM
POST ACCESS CONTROL POINT
(ACP)
PLAN
EXTENT POSSIBLE. FORT BRAGG'S LANDFILL PERMITS AND THE NC REGULATIONS REQUIRE A
MINIMUM OF 407 DIVERSION ANNUALLY.
10. A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT
ACP NUMBERS
1, 5, 8, 4, 13, 11 OPERATES 24HRS/ 7 DAYS A WEEK- ALL PROCESSING
BY COORDINATING THRU THE CONTRACTING OFFICER REPRESENTATIVE AND APPROVAL
AND ISSUED BY THE SOLID WASTE MANAGEMENT FROM THE PUBLIC WORKS BUSINESS CENTER
t
ACP NUMBERS
3, 9, 10 OPERATES 24HRS/ 7 DAYS A WEEK- DECALS ONLY
(PWBC), ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), PHONE NUMBER [phone].it
0
ACP NUMBERS
6, 2, 7, 8A, 12 OPERATES 16HRS/ 5 DAYS A WEEK- DECALS ONLY
11. STATE LAW AND POST REGULATIONS REQUIRE THE COVERING OF LOADS TO PREVENT LITTER.
UJ
15A NORTH CAROLINA ADMINISTRATIVE CODE 13B.0105(D) STATES "VEHICLES TRANSPORTING
Ii
TRUCK PLAZA
OPERATES 24HRS/ 7 DAYS A WEEK- TRUCK INSPECTION PLAZA
WASTE SHALL BE LOADED AND MOVED IN SUCH A MATTER THAT THE CONTENTS WILL NOT FALL,
o
z
LEAK OR SPILL AND SHALL BE COVERED WHEN NECESSARY TO PREVENT BLOWING MATERIAL.
a
►�
-ROAD CLOSED WITH GATES OR BARRIERS
IF A SPILL OCCURS, THE TRANSPORTER SHALL PICK UP THE MATERIAL IMMEDIATELY, RETURNED
a,
TO THE VEHICLE AND THE AREA PROPERLY CLEANED -UP."
Z
m
ALL VEHICLES
ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A
12. CONTRACTOR IS RESPONSIBLE FOR THE WASTE GENERATED ON THE SITE AND
z�
-� osuJ6
DECAL, HAVE A
TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL
TRANSPORTED TO THE LANDFILLS AND SHALL COMPLY WITH ALL GUIDANCE WITHIN THE w_
pp7vloe
M3
OR PRIVATELY
OWNED VEHICLES REQUIRE REGISTRATION. VEHICLE REGISTRATION IS
PROJECT DOCUMENTS. THE LOADS COMING INTO THE LCID AND C&D LANDFILLS AND WTS M
ARE SUBJECT TO INSPECTION AND SCREENING BY THE LANDFILL OPERATORS AND/OR THE
G
ACCOMPLISHED
BY VISITING THE VEHICLES REGISTRATION CENTER ON RANDOLPH STREET,
ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL TO ENSURE COMPLIANCE IS BEING
PHONE [phone], COMPLETING REQUIRED PAPERWORK, PRESENTING REQUIRED
MAINTAINED. NON - COMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP AND THE VEHICLES
DOCUMENTATION, AND RECEIVING OR UPDATING A DECAL SET OR TEMPORARY PASS. MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION.
THE INDIVIDUAL
IVNTHE DECAL OR PASS MUST PERSONALLY VISIT A
VEHICLE REGISTRATION CENTER CORRECTED FINAL
DATE: NOVEMBER 11, 2009
a
� O
9
SHEET
IDENTIFICATION
G-003
-zoo 9

1
2
INDEX OF
3
DRAWINGS
Il
5
A
m
0
PLATE NO.
SHEET NO.
DGN FILE
TITLE
PLATE NO.
SHEET NO.
DGN FILE
TITLE
G-001
001
BFTG-001CS.DGN
COVER SHEET
G-002
002
BFTG-0021X.DGN
SHEET INDEX & ABBREVIATIONS
G-003
003
BFTG-003PL.DGN
PROJECT LOCATION MAP
C-101
1 004
1 BFTC-101EX.DGN
I CIVIL - EXISTING CONDITIONS
C-102
005
BFTC-102EX.DGN
CIVIL - EXISTING CONDITIONS
C-108
011
BFTC-108GP.DGN
CIVIL - SITE GRADING & DRAINAGE PLAN
C-109
012
BFTC-109GP.DGN
CIVIL - SITE GRADING & DRAINAGE PLAN
C-110
013
BFTC-110EC1.DGN
CIVIL - EROSION & SEDIMENT CONTROL PLAN - PHASE ONE
C-111
014
BFTC-111EC1.DGN
CIVIL - EROSION & SEDIMENT CONTROL PLAN - PHASE ONE
C-112
015
BFTC-112EC2.DGN
CIVL - EROSION & SEDIMENT CONTROL PLAN - PHASE TWO
C-113
016
BFTC-113EC2.DGN
CIVIL - EROSION & SEDIMENT CONTROL PLAN - PHASE TWO
C-503
020
BFTC-503DT.DGN
CIVIL - DETAILS
C-504
021
BFTC-504DT.DGN
CIVIL - DETAILS
C-506
023
BFTC-506DT.DGN
CIVIL - DETAILS
C-508
025
BFTC-508DT.DGN
CIVIL - DETAILS
C-509
026
BFTC-509DT.DGN
CIVIL - DETAILS
C-510
027
BFTC-51ODT.DGN
CIVIL - DETAILS
C-511
028
BFTC-511DT.DGN
CIVIL - DETAILS
C-512
029
BFTC-512DT.DGN
CIVIL - DETAILS
C-513
030
BFTC-513DT.DGN
CIVIL - DETAILS
C-514
031
BFTC-514DT.DGN
CIVIL - DETAILS
C-515
032
BFTC-515DT.DGN
CIVIL - DETAILS
L-101
033
BFTL-101LP.DGN
LANDSCAPE - LANDSCAPING PLAN
L-102
034
BFTL-102LP.DGN
LANDSCAPE - LANDSCAPING PLAN
L-501
035
1 BFTL-501DT.DGN
LANDSCAPE - DETAILS
mms
PNNNOOM
Aim
�11AWWIWIN�
STANDARD
ABBREVIATIONS
A
A.C.
AIR CONDITIONED
CEM.
CER.
CEMENT
CERAMIC
DISC.
D.J.
DUMMY JOINT
G
GA
GAGE
I.D.
I.E.
INSIDE DIAMETER
INVERT ELEVATION
MECH.
MECHANICAL
P
A.D.
AREA DRAIN
C.F.M.
CUBIC FEET/MINUTE
DN.
DOWN
GAL.
GALLON
IN,
INCHES
MIN.
METAL
P.
PART.
PAPER
PARTITION
A.H.U.
ALT.
AIR HANDLING UNIT
ALTERNATE
CIRC.
CIRCULATING
DR.
DRAIN
GALV.
GALVANIZED
INSUL.
INCANDESCENT
MIN.
MINIMUM
PER.
PERIMETER
ALUM.
ALUMINUM
C.J.
CONTROL JOINT
D.S.
DOWN SPOUT
G.F.E.
GOVERNMENT FURNISHED
INSUL.
INSULATION
MISC.
MISCELLANEOUS
It, PL.
PLATE
AMP., A
AMPERES
CK D
CHECKERED
DWG.(S)
DRAWING(S)
EQUIPMENT
ANT.
INTERIOR
M.O.
MASONRY OPENING
PLBG.
PLUMBING
A.D.
ACCESS OPENING
CKT.
CIRCUIT
E
GL.
GLASS
M.T.
MTD.
METAL THRESHOLD
MOUNTED
PLYW'D
PLYWOOD
APPROX.
APPROXIMATELY
CEIL.
CENTER LINE
CEILING
EA
EACH
GND.
GOV'T
GROUND
GOVERNMENT
J
MTG.
MOUNTING
PNL.
PANEL
ARCH.
ARCHITECTURAL
CL,
CLOSET
E.C.
EMPTY CONDUIT
G.P.H.
GALLONS/HOUR
J.B.
JUNCTION BOX
M.V.
MECHANICAL VENTILATION
PRESS.
PSI
PRESSURE
POUNDS/SQUARE FOOT
AT.
ASPHALT TILE
C.M.U.
CONCRETE MASONRY UNIT
E.F.
EXHAUST FAN
G.P.M.
GALLONS/MINUTE
JCT.
JUNCTION
M.G.T.
MATT GLAZE TILE
PSI
POUNDS/SQUARE INCH
A.T.C.
ACOUSTIC TILE CEILING
C.O.
CLEAN OUT
EL.
ELEVATION
GR.
GRILLE
JT.
JOINT
PSIG
POUNDS/SQUARE INCH GAGE
COL.
COLUMN
ELEC.
ELECTRIC
G.W.B.
GYPSUM WALL BOARD
N
PT.
POINT
B
CONC.
CONCRETE
EQUIP.
EQUIPMENT
GYP.
GYPSUM
K
N.A
NOT APPLICABLE
PTD.
PAINTED
BAL.
BALANCE
COND.
CONDENSATE
E.W.C.
ELECTRIC WATER COOLER
H
KVA
KILOVOLT AMPERE
N.I.C.
NOT CONTRACT
BD.
BOARD
CONN.
CONST.
CONNECTION
CONSTRUCTION
EXH.
EXP. JT.
EXHAUST
EXPANSION JOINT
H.
HIGH
KW
KILOWATT
N0.
NUMBER
Q
BLDG.
BUILDING
CONT.
CONTINUOUS
EXT.
EXTERIOR
H.B.
HOSE BIBB
L
QTR.
QUARTER
BILK.
BLANK
CONTR. JT.
CONTRACTION JOINT
EXIST.
EXISTING
H.C.
HOLLOW CORE
LB..
POUND
0
QUM.
QUANTITY
BM.
BEAM
C.S.C.
COLOR SYMBOL CODE
HT.
HEIGHT
LG
LONG
O.A.
OUTDOOR AR
BOT.
BOTTOM
C.T.
CERAMIC TILE
F
H.M.
HOLLOW METAL
L p
LIGHTING PANEL
O.C.
ON CENTER
R
BRG.
BEARING
C.T.B.
CERAMIC TILE BASE
F.A.
FIRE ALARM
H.P.
HORSE POWER
LTG.
LIGHTING
O.D.
OUTSIDE DIAMETER
R.
RISER
B.T.U.H.
BRITISH THERMO UNIT/HOUR
C. TO C.
CENTER TO CENTER
F.C.
FLEXIBLE CONNECTION
HR.
HOUFGYPSUM WALL BOARD
OH.
OVERHEAD
R.A.
RETURN AIR
F.D.
FLOOR DRAIN
HTG.
HEATING
OL.
OVERLOAD
RAID.
RADIUS
C
D
F.E.C.
FIRE EXTINGUISHER CABINET
HTR.
HEATER
M
OPNG.
OPENING
RD.
ROUND
CAB.
CABINET
DIET.
DETAIL
FIN.
FINISH
H.&V.
HEATING AND VENTILATING
M.
MOTOR
OPP.
OPPOSITE
REC'D.
RECESSED
CAP,
CAPACITY
DIA.
DIAMETER
FL.
FLOOR
HW.
HARDWARE
MAINT.
MAINTENANCE
O.S.D.
OPEN SIGHT DRAIN
RECRC.
RECIRCULATING
C/B
CIRCUIT BREAKER
DIFF.
DIFFUSER
FT.
FOOT, FEET
HYD.
HYDRANT
MAX.
MAXIMUM
RECP.
RECEPTACLE
C.D.
CEILING DIFFUSER
DIM.
DIMENSION
FTG.
FOOTING
M.D.P.
MAN DISTRIBUTION PANEL
REG.
REGISTER
REINF.
REINFORCING
REQ.
REQUIRED
T
RET.
RETURN
T.
TOILET
R.G.
RETURN GRILLE
TEL.
TELEPHONE
RM.
ROOM
TEMP.
TEMPERATURE
R.P.M.
REVOLUTION/MINUTE
THK.
THICKNESS
THD.
THRESHOLD
TOIL.
TOILET
S
TYP.
TYPICAL
S.
SUPPLY
S.A
SUPPLY AIR
V
SCH.
SCHEDULE
V.
VOLT
SECT.
SECTION
V.A.T.
VINYL ASBESTOS TILE
SERV.
SERVICE
VENT.
VENTILATION
SHT.
SHEET
VERT.
VERTICAL
S.J.
SLIP JOINT
VTR
VENT THRU ROOF
SPEC.
SPECIFICATIONS
SQ.FT.
SQUARE FEET
ST.
STEEL
w
STOR.
STORAGE
W.
WATT
STRUC.
STRUCTURAL
W/
WITH
SUSP.
SUSPENDED
WC
WAINSCOATING
SW.
SWITCH
WD.
WOOD
W.D.
WINDOW DIMENSION
WF
WIDE FLANGE
W.G.
WATER GAGE
WP.
WEATHERPROOF
WTR.
WATER
W.W.F.
WELDED WIRE FABRIC
SECTION SYMBOLS
SECTION OR DETAIL
DENTMATION NUIBM—
VFW A4I SECTION
NUMBER ON WHICH
VIEWSECTION SECTE NOR DETAIL IS H
� PLATE NU/BER ON WHK�i
SYMBOL WHERE SECTION IS TAKEN
SECTION/DETAIL A4 ne
TITLE WHERE SECTION IS DRAWN
A IDENTIFICATION LETTER WHERE
A4 AB ELEVATION IS TAKEN
ELEVATION A4 qg TITLE
IS SHOWN
ELEVATION SYMBOL
MATERIAL INDICATIONS
EARTH (ORIGINAL GRADE)
EARTH (COMPACTED FILL)
GRAVEL
CONCRETE
MORTAR -CEMENT -PLASTER -STUCCO
CONCRETE MASONRY UNITS (C.M.U.,
SMALL\ SCALE -PLAN)
CONCRETE MASONRY UNITS (C.M.U., LARGE
SCALE - SECTION)
CONCRETE MASONRY UNITS OR HOLLOW
TILE (SMALL SCALE -SECTION)
METAL (ELEVATION)
STEEL (CROSS SECTION)
INSULATION (RIGID)
INSULATION (LOOSE OR BATT)
WOOD (BLOCKING)
WOOD (FINISH)
CORRECTED FINAL
DATE: NOVEMBER 11, 2009
US Army Corps
of Engineers*
SEAL
15370
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SHEET
IDENTIFICATION
G-002