SW6130403_APPROVED PLANS_20131202 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %.2
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��j
YYYYM M DD

1 1 2 1 3
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FORT BRAGG, NORTH CAROLINA
FY1 2
PN71224
SOLICITATION NO. W912HN-O9-X-5913
CONTRACT NO. W912HN-1 1 -D-0002-DQ02
SITE/UTILITIES CORRECTED FINAL DESIGN SUBMITTAL (IFC)
APRIL 8, 2013
US Army Corps of
Engineers
WILMINGTON DISTRICT
ENGINEERING DESIGN TECHNOLOGIES, INC.
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i 1705 ENTERPRISE WAY SUITE 200
MARIETTA, GA 30067
D T [phone] [phone] (F)
http://www.edtinc.net
Sign of Quality
CIVIL DOR: DEREK WESTFALL, PE
STRUCTURAL DOR: BRUCE BORN, PE
MECHANICAL and PLUMBING DOR: MIKE ADISH, PE
ELECTRICAL DOR: KHOS ABDI, PE
FIRE PROTECTION DOR: RICHARD T. BEOHM, PE, FPE
Lyman
Davidson
Dooley, Inc.
1640 Powers Ferry Rd
Building 1, Suite 100
Marietta, GA 30067
770.850.8494 t
770.850.8993 f
Iddi-architects.com
ARCHITECTURAL DOR: ROWLAND DAVIDSON, AIA
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BUILDING &
Gevtethnicat, Enrironmenut, and Matt"s Engineers
BUILDING & EARTH SCIENCES, LLP DWQ
610 SPRING BRANCH ROAD
DUNN, NORTH CAROLINA 28334
GEOTECHNICAL DOR: KURT A. MILLER, PE
US ARMY CORPS
OF ENGINEERS
WILMINGTON
DISTRICT
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PLATE
REFERENCE
NUMBER
G1001
SHEET 1 OF 314

1 2 3 4 I 5
GENERAL NOTES : LEGEND
1. CIVIL NOTES AND ABBREVIATIONS: SEE PLATE G1002. EX. WATER LINE Wx
2. UTILITIES: LOCATIONS SHOWN ARE APPROXIMATE. FIELD LOCATE , _ ✓�� XS S ,262 EX. SANITARY SEWER PIPE SSx
ALL UTILITIES. NOTIFY ENGINEER IF DISCREPANCIES ARE FOUND LIGHT POLE ' EX. STORM DRAIN SDx
3. EXISTING INFORMATION IS BASED GIS INFORMATION, AS
PROVIDED BY FORT BRAGG DPW AND SURVEYED DATA. SURVEY /o coM / / , / / ,'POLE O ,26Q _ _ ��^^ EX. NATURAL GAS LINE Gx
INFORMATION VERIFIED BY: PO e
POL
McKIM &CREED // �' / V // ------ -- ;; 254D 6 WX 5 CONSTRUCTION/PROJECT LIMIT
104 GILLESPIE STREET , LIGHTP ^v `
FAYETTEVILLE, NC 28301 comm. GP ' WX S x EXISTING TREE LINE
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D / NV- 25 q99 25 95'"- ' 46 a63ios' EXISTING TREE siz E
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8 __256 _ _ a992 5937' POWER POLE 0
B''/ / / ,' , 6' WX s ��tOP=262.1 1gdt;IAKE 2.54 _ E=20022 6.
5S 1 SH�eS,�6i= ,_,252 D EL=
SANITARY MANHOLE O
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ENT
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P6LE GRAPHIC SCALE
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US ARMY CORPS
OF ENGINEERS
WILMINGTON
`DISTRICT
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PLATE
REFERENCE
NUMBER
VF101
SHEET 007 OF 314

1
NOTES:
1. ACCESS TO THE PARKING LOT NORTH OF PSYOPS LANE
SHALL REMAIN OPEN DURING CONSTRUCTION FROM
14TH STREET (EAST ENTRANCE) AND PSYOPS LANE
(WEST ENTRANCE).
2• SON TAY ROAD FROM REILLY ROAD TO FLOYD J.
THOMPSON STREET MUST REMAIN OPEN UNTIL
CONSTRUCTION IS CONPLETE FOR THE EXTENSION OF
PSYOPS LAND FROM FLOYD J. THOMPSON STREET TO
REILLY ROAD.
3. STANDARD PARKING STALL, 18' x 9' (TYP.),
D 4. STANDARD HANDICAPPED PARKING STALL, 18' x 9'
5. HANDICAPPED ACCESSIBLE PARKING AISLE, 5' WIDE
(VAN ACCESSIBLE, 8')
6. STANDARD MOTORCYCLE PARKING STALL, 8' x 4.5' WIDE (TYP.).
KICKSTAND LOCATIONS TO HAVE METAL INSERTS.
7. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE.
C
u
2 1
9. PERMITS: CONTRACTOR SHALL, PRIOR TO BEGINNING WORK, OBTAIN ALL
PERMITS AND LICENSES REQUIRED FOR THE EXECUTION OF THE WORK.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND
FEDERAL REGULATIONS. SEE PLATE G1004.
10. UTILITIES: CONTRACTOR SHALL LOCATE, PROTECT AND SUPPORT ALL EXISTING
UTILITIES WHICH MAY BE ENCOUNTERED DURING THE COURSE OF IMPLEMENTING
THESE PLANS AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LOCAL
AUTHORITIES AND UTILITY COMPANIES AS REQUIRED DURING PLAN EXECUTION.
11. REFER TO PLATES. C-501, C-502 FOR SITE PLAN DTLS.
12. 2 WEEK ADVANCE NOTICE TO BE GIVEN WHEN PSYOPS LANE WILL BE CLOSED TO
TRAFFIC. CONTRACTOR TO COORDINATE DETOUR SIGNAGE INSTALLATION WITH
GOVERNMENT.
3 1
15. ALL HANDICAPPED PARKING SPACES TO HAVE SIGN A/P
"HANDICAP PARKING DETAILS" ON PLATE C-503
16. CONTRACTOR TO PROVIDE LEED SIGNS TO BASE (SEE DTL. 19
PLATE. C-501).
17. CONTRACTOR TO COORDINATE WITH SUS FOR SUS
INSTALLATION OF SITE LIGHTING.
"DROP -ARM" SECURITY GATE
SEE DTL. PLT. C-503
BUILDING SIGNAGE
SEE PLATE C-503 CURB
4
I
5
KEY NOTES:
CONTRACTOR OFFICE/LAY
CD
"STOP" SIGN. (SEE DTL. 17
PLT.
PLT. C-501)
DOWN AREA FOR PIN 71224
(n
IN PSYOPS LANE AREA ONLY
2
O
INSTALL CROSSWALK ARROW SIGN.
(SEE DTL. 15 PLT. C-501)
FLAG POLE (SEE "FLAG POLE DTL. PLATE. C-503)
((1=�
CONTRACTOR TO SUBMIT WALL DESIGN TO
FLUME (SEE DTL. PLATE C-503
O
GOVERNMENT FOR APPROVAL. COLOR SHALL
MATCH THE THE SURROUNDING AREAS AND
"DROP -ARM" SECURITY GATE
MEET THE REQUIREMENTS OF THE FORT
SEE DTL. PLATE C-503
BRAGG IDG.
INSTALL "YIELD" SIGN. (SEE DTL. 17A,
PLT. C-501)
4
-
INSTALL "DO NOT ENTER" SIGN (SEE DTL.
-�
5
17B, PLT. C-501)
13. SITE CONTRACTORS TO COORDINATE CONNECTION OF HEAVY DUTY CONCRETE CUT RAMP DTL. 1 (TYP.)
PAVEMENT. ALL TRAFFIC RELATED SIGNING SHALL
PROJECT LIMITS
STANDARDS AND THE FORT BRAFF IDG
' COMPLY WITH THE MUTCD, NCDOT
14• ALL STRIPING TO CONFORM TO NCDOT STANDARDS. SEE PLATE C-511 FOR DTLS. AND LIMITS OF
CONSTRUCTION LEGEND
O6' SIDEWALK TMTff[MT9 CROSSWALK - SEE DTL. 9 PLATE C-501
8. CONTRACTOR TO PROVIDE TRAFFIC CONTROL SIGNAGE AND
PAVEMENT MARKINGS IN ACCORDANCE WITH MUTCD, NCDOT,
' STOP BAR-24" WHITE THERMOPLASTIC
AND FORT BRAGG IDG POLICIES RELATIVE TO THE TYPE SEE PLT. C-502 CURB 5' S pEW \ y, TO BE PLACED 4'IN ADVANCE AND
OF WORK AND MATERIAL USED. (SEE PLATES C-511, C-512) �, STRAIGHT PARALLEL TO CROSSWALK OR NO LESS
CUT RAMP DT. 2 (TYP.) A
RROW THAN 4' FROM EDGE OF INTERSECTING
• � � � 6, ,: \ � gUrr-DrNO' '+; ROADWAY IF NO CROSSWALK EXISTS.
9f
9 10, TE WALK \� 1 EXrSTPN 252�} ,'
4" DOUBLE 5 2 • • Qh• 2 VHC g6.3' , TRAFFIC SIGN - SEE DTLS. PLT. C-501
YELLOW SIDEWALK n • O� 82' STANDOFF _ e 1
CENTERLINE S �SY / • 6' SIDEWALK 4
a > • • BIKE RACK f 1W0' gg9��g 1858 g 33' UNOBSTRUCTED SPACE
2 2 ..•. N - ( PAVEMENT
i O1 .' STAIRS (SEE DTLS. ° , ' ' '" E2oo21oI675s _ PLT CT )
b1. 1 r
HEAVY DUTY
SFLEXIBLE P$V
/ �1 1 82' STANDOFF DTL. • _ , , PLT. C-502) > , e _ _
0 8'CONCRETE
TIE IN TO EXISTING 10' OFFSET LINE. BEGIN
0 0 _.
SCREENING (SEE LANDSCAPE -� _, N499O .17 WALK 1 V
30" CURB &GUTTER.
n Q PLAN) ���� .•` E2002476.7362 4 EXIST. EDGE OF <:
TYP. UNLESS SHOWN -. •-t;%6 PN7122 pAR1ERs 48Ai . r 1 r CONCRETE PAVEMENT
O o OTHERWISE •' ;.•Q[Jf•E OF CONCRETE1.• 44.5 GHEpDQ HEAVY DUTY CONCRETE & WALKS (SEE DTLS.
SLAB DTL. 17 PLT. 1 SOF Mr FF EL - 266. N 49gp303094 a ;� 1 PAVEMENT _ , 12,13 & 18, PLT.
C-501 = 252. 726 3243 C-501)
• C
ol�
4" WHIT
WIDE'
LANE
LINE
12�
' 65'
N�
4" WHITE
EDG
LINE
RIGHT
TURN
ARROW
4" WHITE
"WIDE"
S
30" C&G
NELIZING
9
m
0
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F
.5
C&G
17 1;�:, ,� ✓4�
14 O
D 30" $� t
GIN 24" z
C&G t
n i
b
M
--•• COOLING TOWER 1 gFEr E2°02
TRANSFORMER• 1 ° �1
gUr1 DrNG (PAD BY SUS) 1 N 49ggB1? 9846 M I / ALL OTHER PAVEMENT AREAS NOT
GENERATOR• g2002495. a e f • •••=O+'�' SEE DETAIL 10 PLATE C-501 LE PAVEMENT.
PNTBD _ - (PAD BY SUS) - 81.4 . BOLLARDS (TYP.) SEE•••
-.• HATCHED ARE TO BE FLEXIBLE
° . . a - • DTL. 4 PLATE C-5 .- • • _ ...
EXrS�rNG q •'•• Q "a , ° y y • _ / OUTDOOR OVERHEAD LIGHTING. EID
gprLprNG •.••- 1 \ • y��" / ; TO BE INSTALLED BY
• • • •. • \\ a \� • I i SANDHILL UTILITY SERVICES
• v N2 a ; . -� E gUrr DWG
• • • � 10 REMArN � � � ; F111�pN 6945a LIGHTING ATTACHED TO BLDG.
DUMPSTER PAD & • \ : • PROJECT S OFS S EL
AND LIMITS
ENCLOSURE, SEE • �• '••• CONSTRUCTIO '►-
DTL. PLATE C-506fa
- �r • C�I
. • - : : FUTl1PN sg458 - •
.• FE - r -
•.• � � F � CHAIN LINKED FENCE GATE
a►e • WITH BARBED WIRE. SEE -'
-•• DTL. PLATE C-502
REBU11-DING
• . fuluTg0 - �, - ..• --
C&G
,
24.0'
R
24.0'
o
0 N
BIORETENTION BASIN 1
30" C&G
5' r TrNG 1 '. 't r J m arw i
N SIDEWALK'r
• • _ 14 � ,� TO REMAIN
• 6. 4' NOSE DOWN
STDEDTLN 1 TPLT. C-5021PED A/P 1y b OvHC 90 TYPB SECTION
• �... ::.y. i
END 30 & & b b 12 ( ) L✓
B&GIN 24" b ly 10 HC
SEE PLATE C-502 CURB-
•10
A9, p / \
INFILTRATION BASIN 2
N /• '
CUT RAMP DT. 3 (TYP.)
0
N
0
N
9 o
SIT
Ff(o/'•3�sfJ63 , f�/Z�J//3
CONTRACTOR SHALL PROVIDE TRUCK ACCESS
TO H-1617 MONDAY THROUGH FRIDAY 0600
TO 1800. CONTRACTOR SHALL COORDINATE
WITH THE CORPS, THE BUILDING USER,
AND ADJACENT CONSTRUCTION PROJECTS TO
DETERMINE ACCESS ROUTE BEFORE THE
START OF DEMOLITION AND CONSTRUCTION.
A 12'GATE SHALL BE PROVIDED AT THE
NEW ACCESS POINT. NEW FENCE AND GATE
WORK WILL BE COMPLETED IN ONE DAY IN
ORDER TO MAINTAIN SECURITY.
. / J PARKING TABULATIONS:
PROJECT LIMITS TOTAL SPACES = 379
•
• AND LIMITS OF
CONSTRUCTION REGULAR SPACES = 353
PROJECT LIMITS
AND LIMITS OF it
CONSTRUCTION: DURING CONSTRUCTION, THE CONSTRUCTION SITE SHALL BE SEPARATED FROM FORT BRAGG
BY USING A 6-FOOT CHAIN LINK TEMPORARY CONSTRUCTION SECURITY FENCE. THE FENCE
SHALL BE DRAPPED WITH A BROWN, UV LIGHT RESISTANT PLASTIC MESH NETTING MATERIAL
TO SCREEN THE SITE. THE TEMPORARY FENCING SHALL REMAIN IN PLACE UNTIL FINAL
SIGNOFF AND APPROVAL HAS BEEN GIVEN BY THE INSTALLATION. CONTRACTOR TO COORDINATE
FENCE INSTALLATION WITH ALL OTHER SITE CONTRACTORS.
NORTH
MOTORCYCLE (MC) = 10
HANDICAPPED (HC) = 12
VAN ACCESSIBLE = 4
HANDICAPPED (VHC)
GRAPHIC SCALE
50 0 25 50 125 250
(IN FEET)
1 INCH = 50 FEET
US ARMY CORPS
OF ENGINEERS
WILMINGTON
LDISTRICT
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PLATE
REFERENCE
NUMBER
C-103
SHEET 0120F 314

1
NOTES:
1. ACCESS TO THE PARKING LOT NORTH OF PSYOPS LANE
SHALL REMAIN OPEN DURING CONSTRUCTION FROM
14TH STREET (EAST ENTRANCE) AND PSYOPS LANE
(WEST ENTRANCE).
2. SON TAY ROAD FROM REILLY ROAD TO FLOYD J.
THOMPSON STREET MUST REMAIN OPEN UNTIL
CONSTRUCTION IS CONPLETE FOR THE EXTENSION OF
PSYOPS LAND FROM FLOYD J. THOMPSON STREET TO
REILLY ROAD.
3. CONTRACTOR TO PROVIDE TRAFFIC CONTROL SIGNAGE AND
PAVEMENT MARKINGS IN ACCORDANCE WITH MUTCD AND NCDOT
REQUIREMNENTS.
4. CONTRACTOR SHALL, PRIOR TO BEGINNING WORK, OBTAIN ALL PERMITS
D AND LICENSES REQUIRED FOR THE EXECUTION OF THE WORK.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND
FEDERAL REGULATIONS (SEE PERMITS SECTION OF GENERAL NOTES ON
PLT. G-003.
2 13 14 I 5
5. CONTRACTOR SHALL PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS 8. YARD INLETS (YI) - SEE STD. DTL. PLT. C-503 LEGEND (ALSO SEE PLT. CU101)
WORK FROM CONTROL POINTS PROVIDED BY SURVEYOR OR ENGINEER. SIDE HILL SINGLE WING CATCH BASIN - SEE STD. DTL. PLT. C-504
CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS WHICH, LOW POINT DOUBLE WING CATCH BASIN -SEE STD. DTL. PLT. C-504 YARD INLET (SEE STD. DTL. YI_)Q(
IF DISTURBED, WILL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
AND REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. FLARED END SECTION (FES) - SEE DTL. STD. PLT. C-503 FOR DROP INLET - YARD
6. CONTRACTOR SHALL LOCATE, PROTECT AND SUPPORT ALL EXISTING UTILITIES STANDARD HEADWALL (HW) - SEE STD. DTL. PLT. C-503 INLET PLT. C-504)
WHICH MAY BE ENCOUNTERED DURING THE COURSE OF IMPLEMENTING THESE INLET DEFLECTOR - SEE STD. DTL. 15 PLT. C-502
PLANS AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CATCH BASIN (SEE STD. DTLS. 0 CB-XX
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LOCAL 9. SEE DRAINAGE CHANNEL DETAIL AND THE DIMENSIONS CHART OF ALL PROPOSED FOR CATCH BASINS PLT. C-505)
AUTHORITIES AND UTILITY COMPANIES AS REQUIRED DURING PLAN EXECUTION.
US ARMY CORPS
OF ENGINEERS
WILMINGTON
DISTRICT
CHANNELS ON PLT. C-504.
7. 2 WEEK ADVANCE NOTICE TO BE GIVEN WHEN PSYOPS LANE WILL BE CLOSED TO (SEE STD. CS XX
TRAFFIC. CONTRACTOR TO COORDINATE DETOUR SIGNAGE INSTALLATION WITH 10. RETAINING WALLS TO BE MSE WALLS WITH COLOR TO COORDINATE WITH CONTROL STRUCTURE�.•
GOVERNMENT. SURROUNDING STRUCTURES. CONTRACTOR TO SUBMIT DESIGN AND DRAWINGS DTLS. FOR CONC. CONTROL 0-*t
TO GOVERNMENT. STRUCTURES PLT. C-509) 2'4 AI
S
11. ALL DISTURBED FINISH GRADES TO BE LEFT FOR 7 DAYS TO BE GRASSED. / JUNCTION BOX (SEE STD. JB-XX
DTLS. FOR MANHOLES iFK vn
PLT. C-504) ////II"•
LI Wa
HEADWALL SEE STD DTLS
H W-XX
--
FOR STANDARD PRECAST
' HEADWALLS PLT. C-504)
' . PERMANENT RIP RAP APRON
$
(SEE STD. DTL. FOR OSS
- PLT C-508)
j r INLET DEFLECTOR (SEE DTL.
^
r
f
I
. '_. • "... .. .. .,.,. .. ,�i= "� gU1lD�N� 15 PLT. C 5 )
STORM DRAINAGE PIPE
EXISTINN 5130
_ • • _ J `� F 6%52• t PROPOSED CONTOUR 24
m �� �SY� • A3?S , • 1 SPOT ELEVATION X z3
° F
DRAINAGE
,
•
ss9k-. 1
1
COLLECTIONI
NEAwQ PRIERS
a K
j65 SIX- HL
,
v
1 ,
FE _ 52. a .5• e� ,•p 11 — ---- _ �. _,... z
\ 219,5
CHANNEL 10
1- 1.9 - ' - - ,' la - _ `'-'-X - _ - {;'w it ., ,166 `_- - • 2 - _sa 274i _ _"'_ - —_ < )Y-.- +. ,I
a. t
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INLET 'COLLECTION .,
_ '4 -Ali
PIPE.a4
jib
to
R '
- AO '4N Q1 ..a51. Zo+l. � .-f' ._ _ -��. .. � / N-'SS.p ,' __-•°" t111
\ ;. a, 13 ,,'� _- , o�'r$. , 5'° • a,s �,r�.ABe�.�— ��Ai1 i' _ <; :, ! ',, ._. ._-_- 9I5
°
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m
'INLET 0.... ` �. o a ��a .r x�� `i `y.."-'I f __r f� �,� BU�LDW�_ :. bi- / � t
90 NLET 1 'DEFLECTOR <,6 p : ' \ 'ooY _A �2 ° pg " _ I' I i ^ \ . FU URN Dg458" ' x J -' tl T ^�/�OAu
!�f
" i �� ` k
DEFLECTOR - " _ - • ttt��
• { , " 50,2_ • y COO
TOR L 1 '- /► _ R p
U • BASIN ND
PIPE WITH HEADWACONTRAC OR
' HANNEL 2A -Q ` " • FOR PN 69 73
"
V,
• HANNEL'1A TCURR0,0 _ ._ - ;uir ! :i
CUT %lap Z ," ' l • , % - . _
663. ORE _ _ :z -- ,
r- 3'CURB \ W,,QO: (� .,..__�� FUTRNa" t J>v`.7
J
, T
CUT ,, ,- -- e ' 251 0'+I-f� ` ' ' - , — -_ 4 i I ;
w..;
s
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f
ELECTOR CHANNEL - �x ; ;�. _ �11
r
INLET.-. '+
, A 43
r
,
' \ , ". -.'' r' .TVJ=63.o r 1, �y�?i ,; L' _,•' _ <.:..,;...•- _ _. -' :t v �
••�
�''"_ - __� \''. ' ,. ,.1, .' `_-• %'' - .-'"'_,. 3'C B max/ Qo /tJ!
m r /
h
INLET Bw=57.0' _ ,''�' �' rr -- = "'�•x - _,- CHANNELS •
DEFLECTOR' t ,� l! A, _ = A3. x43 42.8 \_
:TW=61.5 3! CUTR
'i D 6ELLE R CHANNEL 2B' ;'`• f. N
NE -
V _
DEFLECTOR
' _ . ._ -_ -
_ _CHANNEL 1 B 1' - i1N=61.0 EFLE ! 92 G0 ,�✓'� p 75 ij V t'
- BW=56.5
^
GREENBELT LIMI \ `' • 3CURB TCURB
(NO TREE CLEAR NG \ 1 cur sa D�
Tw sos CUT YI A5A INLET ;' ,-'' ± i
OUTSIDE OF THE E 1 . ,- 3'cuR6 Bw=57:o c NNEL4 DEFLECTOR _ —i� W,AA', EDIMENT/INL RATION �- —"—
,LIMITS CUT-SPO p. �. i _� �-s- BASIN -BAST
EL 61.10'
"\ INLET _ CHANNELS _ i f _ : sx , /! _l• :>• '
y G`L DEFLECTOR
moo. yc ��
INLET -opt, �.
' 37
-- 6 G� �"�'DEFLECTOR � � r' __
NOTREES TO BE
`", 1. .�' G1 .,q`°' ` .. l a• REMOVED DURING TAIL \• f �.' \ - Il
\ OUTLET-Cl��iF 6� OV �"j - ` m r 1, n<a `„ N S + '- -.DITCH CONSTRUCTION
' INLET .._ _. _. - —5i 7 n .,L �/ tk rL, :eK
A \ ✓ _RETAINING WALL 810RET BNASWN 1 DEFL TOR -";>
_ # • -.
} \ _ CONTINUOUS BASIN- t - \ ,: �; .: ;'� \�✓ OO\ '/�` x
i
c \ BOTTOM EL. = 254.0' 200' X 75' CS D2
' DIM. n
w
Y I
,
GREENBELT LIMIT ' - _ NOTE: CONTRACTOR TO FINISH ALL
(NO TREE CLEARING DISTURBED AREAS WITH GRASSING.
OUTSIDE OF THESE
\ LIMITS) - GRAPHIC SCALE
PROJECT LIMITS \ , 50 0 25 50 125
AND LIMITS'OF - - . DURING CONSTRUCTION, THE CONSTRUCTION SITE SHALL BE SEPARATED FROM FORT BRAGG
CONSTRUCTION ' \ BY USING A 6-FOOT CHAIN LINK TEMPORARY CONSTRUCTION SECURITY FENCE. THE FENCE NORTH
"y ^ SHALL BE DRAPPED WITH A BROWN, UV LIGHT RESISTANT PLASTIC MESH NETTING MATERIAL
TO SCREEN THE SITE. THE TEMPORARY FENCING SHALL REMAIN IN PLACE UNTIL FINAL
SIGNOFF AND APPROVAL HAS BEEN GIVEN BY THE INSTALLATION. CONTRACTOR TO COORDINATE
FENCE INSTALLATION WITH ALL OTHER SITE CONTRACTORS.
(IN FEET)
1 INCH = 50 FEET
250
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PLATE
REFERENCE
NUMBER
C-106
SHEET 015 OF 314 10
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US ARMY CORPS
OF ENGINEERS
WILMINGTON
DISTRICT
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REFERENCE
NUMBER
C-301
-ET 023 OF 314

1
2
3
0
5
CONTROL STRUCTURE CS -El
(REPLAC EXISTING JUNCTION BOX WITH THIS STRUCTURE)
LJ
C
IJ
I�1
PROJECT LIMITS
GRATE
PAVEMENT
CURB & TOP OF WALL
GUTTER 256.60 MIN.
RETAINING WALL
r�
CLEAN OUT (TYP.)
— POND BOTTOM EL. = 254.00
100 YR. PONDING EL. = 255.59
BIORETENTION BASIN NO.1
NOT TO SME
HYBRID BERMUDA
SOD GRASS (SOD
MUST NOT HAVE BEEN
GROWN IN SOIL WITH
AN IMPERMEABLE
LAYER)
, . . . . . . . . . . . . . . . . . . . . . . . . . .
FILL MEDIA SOIL
85-88% SAND
2 UNDERDRAIN
8-12 /N FINES (OUTLET
3-5% ORGANIC TO OCS)
8" #57 STONE
4";WASHED SAND
INFILTRATION
RATE TO BE 2
IN/HR
P INDEX = 20
CAPPED CLEAN
OUT PIPE (8" MIN.
ABOVE POND 3N• -• - -
BOTTOM)
FILTER FABRIC
(MIN.
PERMEABILITY >
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SCALE: N.T.S
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1. PERFORATED PVC PIPE IS NOT REQUIRED IN THE BIORETENTION AREA WITH SOILS
THAT DRAIN AT-2.0 IN/HR.
GALVANIZED STEEL
EXPANDED METAL
GRATE CAPABLE OF
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ATTACHED WITH
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ELEVATION=255.00
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CONCRETE WALLS &
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SECTION
CONCRETE CONTROL STRUCTURE (CS-D2)
NOT.srA,
UNDERDRAIN SYSTEM 5 ROWS, 4" DIA. SCHED.
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IN SITU SOIL
ELEVATION
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GRATE ON TOP TO PROTECT STORM
SYSTEM FROM DEBRIES AND TRASH.
GRATE SHOULD SUPPORT 150 LBS/SF
GRATE SHOULD BE ANCHORED TO BOX
100 YR. FLOOD EL. 240.74
---------------------------
10 YR. FLOOD EL. 239.93 _-
2 YR. FLOOD EL. 238.70
---------------------------
1 YR. FLOOD EL. 238.02_
BOTTOM OF POND EL. 236.
TOP OF INFILTRATION EL. 236.56-7
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INFILTRATION BASIN NO.2
NOT TO E
TOP OF BOX
EL. 239.80
TOP OF SLOPE
EL. 238.00
24" RCP
III
NOTE:
CONTRACTOR SHALL UNDERCUT AND REMOVE ALL CLAYEY,
POORLY DRAINING SOILS WITHIN THE LIMITS OF THE
POND AND WITHIN 24" OF THE RECORDED SHWT TO ENSURE
PROPER INFILTRATION AND REPLACE WITH HIGHER
PERMEABILITY SOILS WITH A DRAINAGE RATE OF 0.52
INCHES PER HOUR MIN. WHEN COMPACTED TO 92% OF THE
MODIFIED PROCTOR MAX. DRY DENSITY.
GALVANIZED STEEL
EXPANDED METAL
GRATE CAPABLE OF
SUPPORTING 150 LBS/SF
ATTACHED WITH
EXPANSION ANCHORS.
GRATE
6" 3' 6"
PRECAST BASE SLAB
5'x 5'x 2' THICK
ADDITIONAL CONCRETE SLAB
FOR ANTI -FLOTATION PURPOSES
ELEVATION
CONCRETE WALLS &
WALLS & FLOOR
FLOORS
SECTION
CONCRETE CONTROL STRUCTURE (CS -El)
NmTosrsrF
9.80,
US ARMY CORPS
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WILMINGTON
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CS-106
SHEET 26 OF 314
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NOTES:
1. ACCESS TO THE PARKING LOT NORTH OF PSYOPS LANE
SHALL REMAIN OPEN DURING CONSTRUCTION FROM
14TH STREET (EAST ENTRANCE) AND PSYOPS LANE
(WEST ENTRANCE).
2. SON TAY ROAD FROM REILLY ROAD TO FLOYD J.
THOMPSON STREET MUST REMAIN OPEN UNTIL
CONSTRUCTION IS CONPLETE FOR THE EXTENSION OF
PSYOPS LAND FROM FLOYD J. THOMPSON STREET TO
REILLY ROAD.
3. CONTRACTOR TO PROVIDE TRAFFIC CONTROL SIGNAGE AND
PAVEMENT MARKINGS IN ACCORDANCE WITH MUTCD AND NCDOT
REQUIREMNENTS.
4. CONTRACTOR SHALL, PRIOR TO BEGINNING WORK, OBTAIN ALL PERMITS
D AND LICENSES REQUIRED FOR THE EXECUTION OF THE WORK.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND
FEDERAL REGULATIONS (SEE PERMITS SECTION OF GENERAL NOTES ON
PLT. G-003.
2 I 3 I 4 I 5
5. CONTRACTOR SHALL PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS 8. YARD INLETS (YI) - SEE STD. DTL. PLT. C-503 LEGEND (ALSO SEE PLT. CU101)
WORK FROM CONTROL POINTS PROVIDED BY SURVEYOR OR ENGINEER. SIDE HILL SINGLE WING CATCH BASIN - SEE STD. DTL. PLT. C-504
CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS WHICH,
IF DISTURBED, WILL BE BROUGHT TO THE ATTENTION OF THE ENGINEER LOW POINT DOUBLE WING CATCH BASIN - SEE STD. DTL. PLT. C-504 YARD INLET (SEE STD. DTL. YI_)()(
AND REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. FLARED END SECTION (FES) - SEE DTL. STD. PLT. C-503 FOR DROP INLET - YARD
6. CONTRACTOR SHALL LOCATE, PROTECT AND SUPPORT ALL EXISTING UTILITIES STANDARD HEADWALL (HW) - SEE STD. DTL. PLT. C-503 INLET PLT. C-504)
WHICH MAY BE ENCOUNTERED DURING THE COURSE OF IMPLEMENTING THESE INLET DEFLECTOR - SEE STD. DTL. 15 PLT. C-502
PLANS AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CATCH BASIN (SEE STD. DTLS. 0 CB-XX
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES AND UTILITY COMPANIES AS REQUIRED DURING PLAN EXECUTION. 9• SEE DRAINAGE CHANNEL DETAIL AND THE DIMENSIONS CHART OF ALL PROPOSED CHANNELS ON PLT I` 504 FOR CATCH BASINS PLT. C-505)
JS ARMY CORPS
OF ENGINEERS
WILMINGTON
`DISTRICT
7. 2 WEEK ADVANCE
TRAFFIC. CONTRACTOOR TO COORDTICE TO BE INATE NATE DETOUR SIGNAGE INSTALLATION VEN WHEN PSYOPS LANE ILL BWITH E CLOSED O 10. RETAINING WALLS TO BE MSE WALLS WITH COLOR TO COORDINATE WITH CONTROL STRUCTURE(SEE STD. m CS-XX \\���{ 1ICAR!�'//
GOVERNMENT. SURROUNDING STRUCTURES. CONTRACTOR TO SUBMIT DESIGN AND DRAWINGS DTLS. FOR CONC. CONTROL `� OQ •�rGS S j i.��
TO GOVERNMENT. STRUCTURES PLT. C-509) _ ? 9''i
E —
11. ALL DISTURBED FINISH GRADES TO BE LEFT FOR 7 DAYS TO BE GRASSED JUNCTION BOX (SEE STD. JB-XX
= 3 ;*
4+ - Y DTLS. FOR MANHOLES
PLT.
C\ - ij WE >>`
HEADWALL(SEE STD. DTLS. HW-X)"
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HEADWALLS PLT.C-504)
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(SEE STD. DTL. FOR OSS
PLT. C-508)
/f G' INLET DEFLECTOR (SEE DTL.
G 15 PLT. C-503)
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PROPOSED CONTOUR 24
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REFERENCE
NUMBER
C-106 U)
SHEET 015 OF 358

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NUMBER
C-301
SHEET 023 OF 358
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TOP OF POND EL. 256.6
0
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36"x36" RECTANGULAR WEIR ON TOP
PLACE A GALVANIZED STEEL METAL
GRATE ON TOP TO PROTECT STORM
SYSTEM FROM DEBRIES AND TRASH.
GRATE SHOULD SUPPORT 150 LBS/SF
GRATE SHOULD BE ANCHORED TO BOX
100 YR.FLOOD EL. 255.58
- - - - --
10 YR. EL. 255.06 - - - - - --
--OODEL.253.95 ______--_____
1 YR.FLOOD EL. 253.09_
BOTTOM OF POND EL. 251"
TOP OF INFILTRATION EL" 252.06�
4" SAND ON ENTIRE BOTTOM OF
GR/
INFILTRATION BASIN NO. 1
NOTTOSO
CONTROL STRUCTURE CS-D2
(REPLAC EXISTING JUNCTION BOX WITH THIS STRUCTURE)
TOP OF POND EL. 240.75
36"x36" RECTANGULAR WEIR ON TOP
PLACE A GALVANIZED STEEL METAL
GRATE ON TOP TO PROTECT STORM
SYSTEM FROM DEBRIES AND TRASH.
GRATE SHOULD SUPPORT 150 LBS/SF
GRATE SHOULD BE ANCHORED TO BOX
I lb` I_— I ; _____ 100 YR. FLOOD EL. 240.74----_-____
TOP OF BOX it s�
EL. 255.00 O,o�--____10----- -2---
'll
TOP OF SLOPE
EL. 253.20 _ _ _ _ _ _ 2 YR.FLOOD EL. 238.70-
-I 1 YR. FLOOD EL. 238.02
___________________________
IIIIII 24"RCP _ BOTTOM OF POND EL. 236.00
INV. = 250.24 - -
TOP OF INFILTRATION EL. 236.56
4" SAND ON ENTIRE BOTTOM OF POND
NOTE:
CONTRACTOR SHALL UNDERCUT AND REMOVE ALL CLAYEY,
POORLY DRAINING SOILS WITHIN THE LIMITS OF THE
POND AND WITHIN 24" OF THE RECORDED SHWT TO ENSURE
PROPER INFILTRATION AND REPLACE WITH HIGHER
PERMEABILITY SOILS WITH A DRAINAGE RATE OF 0.52
INCHES PER HOUR MIN. WHEN COMPACTED TO 92 % OF THE
MODIFIED PROCTOR MAX. DRY DENSITY.
GALVANIZED STEEL
EXPANDED METAL
GRATE CAPABLE OF
SUPPORTING 150 LBS/SF
ATTACHED WITH
EXPANSION ANCHORS.
GRATE
6" 3' 6"
ELEVATION
CONCRETE WALLS &
WALLS & FLOOR
FLOORS
SECTION
CONCRETE CONTROL STRUCTURE (CS-D2)
NOT TO SCAT
PRECAST BASE SLAB
5'x 5'x 1.75' THICK
ADDITIONAL CONCRETE SLAB
FOR ANTI -FLOTATION PURPOSES
5.00,
GR/
INFILTRATION BASIN NO.2
NOTTOSCAIE
CONTROL STRUCTURE CS -Et
(REPLAC EXISTING JUNCTION BOX WITH THIS STRUCTURE)
TOP OF BOX
EL. 239.80
TOP OF SLOPE
EL. 238.00
NOTE:
CONTRACTOR SHALL UNDERCUT AND REMOVE ALL CLAYEY,
POORLY DRAINING SOILS WITHIN THE LIMITS OF THE
POND AND WITHIN 24" OF THE RECORDED SHWT TO ENSURE
PROPER INFILTRATION AND REPLACE WITH HIGHER
PERMEABILITY SOILS WITH A DRAINAGE RATE OF 0.52
INCHES PER HOUR MIN. WHEN COMPACTED TO 92% OF THE
MODIFIED PROCTOR MAX. DRY DENSITY.
GALVANIZED STEEL
EXPANDED METAL
GRATE CAPABLE OF
SUPPORTING 150 LBS/SF
ATTACHED WITH
EXPANSION ANCHORS.
GRATE
6" 3' 6"
PRECAST BASE SLAB
5'x 5'x 2' THICK
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ELEVATION
CONCRETE WALLS &
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FLOORS
SECTION
CONCRETE CONTROL STRUCTURE (CS -El)
NOT TO
EXIST.
24" RCP
US ARMY CORPS
OF ENGINEERS
WILMINGTON
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PLATE
REFERENCE
NUMBER
C-510
SHEET 033 OF 358