SW6140301_APPROVED PLANS_20140311

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �Z��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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1
--STOP BAR (TYP.)
� s
WHITES'-97SP
MINI -SKIP LINE
SIGN \J
-PEDESTRIAN
CROSS WALK
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fl1°Y!Y °%T
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' PITC®D—
CONCRETE C&G /
®S' CONCRETE—
(` SIDEWALK
®crN°61=iai
PITCHEDI
CONCRETE C&G \
M 124.ee
111100 m
CONCRETE C&G
LINE _
MARKING
TYP.
CONCRETE C&G
(TYP)
4
®8' CONCRETE®
SIDEWALK NORMAL CONCRETE
DRAINAGE ACCESS
EASEMENT PITCHED- ,,
N°°°!!6 CONCRETE \\
.GRASSED
ISLAND (T
wal
G� 2 G Z014
2 3 4 5
9m ������ � — _� � T DATA: SITE LEGENT. :_ �r �4i ...,
LIMIT OTALDISTURBED AREA = 33.29 ACRES
1
BUILDING DATA:
I CONCRETE PAVEMENT ''. . •' I ' � I
I BULDING FOOT PRINT 70,412 SF. US Army Corps of
PARKING DATA: HTUI�VEMENT Engineers®
EAVYDUTY 7 WILMINGTON District
11 + PARKING SPACES 432 SPACES
AWC TRAILER SUB TRAILEf3
11 HANDICAP PARKING 12 SPACES HEAVYDUTY2MENr \\��•��`N"CAq
TOTAL PARKING 444 SPACES `.. `::::::::. ;�o�• •Es's; •�.'%
ASPHALT PAVEMENT _; 'D
>oWW TOTAL MOTORCYCLE PARKING 26 SPS. LITE DUTY Q
BIC"CLE SPACE REQUIREMENTS:
440PARKING SPACES 5% = 22 RACKS WEHICULARTRAVELPATH
KJ �
x %F rKlf:
UI PRCVIDING: 24 RACKS FOR BICYCLES PEDESTRIAN CROSS WALK I %R k' • tf��.
1 I��IiiT� / WES
Ys $ OR AL
® Rb NORMAL ® ® ® STOP SIGN /CROSS WALK 9GN
PAVEMENT
q., PEDES'RIAN 3
�- CONCRETE STO CONCRETE ai 4j %
\ \ C&G SIGN C8G MARKING CROSSWALK _ STOP BAR
TYP. (FP.)PERTf�A4SE4SS C"ll LillFENCE o.
lac�­Y �.. �I I 8 � \\
LADPRa
NOTES:
a :' - ALL PAVEMENT MARK S SHALLE IN
„¢
sw q �- : DRAINAGE ACCESS �' •' \& ..8 �J r
�\ i \\ \� _ \ sl ®�°a _ �/ 6 \8'CONCRETE 7_FOO'HIGH CHAIN LINK FABRIC PLUS �SEMENT off\ STa� qP8 \ 1 SSTO
IGN COMPLIANCE WITH THE I ORT BRAGG IDG
------ ■ SIOEWAL © 1 - ■ SIGN 5�0
\ q� STO \ 18"CONCRETEC&G / FEICE,.ASINGLE OUTRIGGER WITH CZ56TL.OPO OR ROADWAY PAVEMENT MARKINGS.
(TYP.) SECURITY 3-STRND BARBED WIRE, ACCORDING \\JJ�^
NO POV I SWING GATE WITH STD. DIET. 872-90-03 PARKING SIGN
/ I PEDESTRIAN I DGE OF+ONCRETE PARKING . l SET 12•°ROM THE EDGE OF PAVEMENT ®SECURITY /
b/ •� CROSSWALK® I pAVEMEN' SIGN `ECURITY — _+ _ � SWING GAT \
S SED GIN ® 2. PROJECT SHALL BE INCOMPLIANCE
r (TYP.)
.. I
TOP BAR (TYP.) I � _ __ _________ ___ ____ ______
I ITCHED I e ` b S e IWITH THE FORT BRAGG DIG FOR
CONCRETE C&G
b. WORKZONE SAFETY AND TRAFFIC
OF BAR (TYP.) j b •'''~ •1.' 6' .�, • 'BO 1.4R §:.: ••b 6 DS ,b CONTROL POLICY.
q 1 I P M M O
PAVEMENT I STANDARDMOTOR YILE PARKING a
/ STOP \ i MARKING i .,�� - :._6, ° TEMF LOCATION .'' " �P) ; STALL BE: 4.5' WIDE X 9' (TYP.) WITH 3 0
SI N , ..
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\ I NORMAL
CONCRETE C&G®
7-FOOT HIGH CHAIN LINK FABRIC
I FENCE, NSINGLEO N911II-.CAR
3-STRAND BARBED WIRE, ACCOF
I WITH STD. DET. 872
I SET 12" FROM THE EDGE OF PAVE
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niurtz�3 SIGN _ — STOP BAR (TYP. .. 9 - I- LER, SECURIN C Dlvisi0n of C7 t-'
(ALL ISLMDSJNP __ 9 1 8 I . `•. b 1� L z
NO POV 1 .: SWING GATE Revision D2te ll_g--_ R
8" WIDE V/8" D EP®- 11 Sheet # u_ (+-' !=
COI ED \ J EING SIGN c $ t0 ,Soi' +°3 BrOT GEAR a BOOT GEAR naeamv BOOT GEAR e e O, \ I Z
HANDICAP \ v Sdov WASH WASH fl9°�°2°D ' - WASH xaa,enu STOP a �z O Z Us P
8' ONGRETE RAMP STOP TRANSFORMER o I nnosaas SIGN 1 W O �r^&-•
\GS®07/SIDkWALK ((TyP 1Reo „ae sl WAVEGUIDE w aeir•.ac D• Q3RI`-'E
`-" ONCRET� ®SIGN I GENERATOR Saol DLLARD' I n°e°°+arz OOT GEAR n000+eab I w a�' ar I O 0
-NORMAL .: TRANSFORMER& WASH BOLARDS rn 8
WHEEL STOP ®HANDICAP RAMP I VP. N69287 I ® a I Z aad
CONCREE C&G® I ENERATOR SLAB Q W I LY NP
\ ®HANDICAP I \ (INSTALLED BY J O 1 W�11 PIT E 'g
_ U N S O F B O F IZ CONCRETI 8G I
\ RAMP ® OTHERS)
\ PEDESTRIAN I
(TYP.) CROSS WALK I � : o e 3' OFFSET LINE � U � d m �
\ (TYP.) ° e LANDSCAPE M M N H 9
SCREENING®
��`� DRAINAGE ACCESS I
� 10'x10' CONCRETE PAD Ia x
EASEMENT I •$ a+.ar
AND FOUNDATION FOR \ ' ^ FY 13 •:�naumw.n N �
PRE-ENGINEERED TOWER rp �\ r' '
BOLLARD$ SYSTEM(COMMUNICATION
\ I ®TYP. j TOWER) �j BLDG X5452
WHITE 3'-9'!9
a1.m MINI -SKIP IM
8'CONCRETE 'n aeivn.e� '.• rnua,�xlo_� � � �-
® SIDEWALK ® 5456 NEW DAWN DRIVE U
:' O'x8'x4" CONO PAD
20'x81 CONC. PAD I I HANDICAP BICYCLE
\ NORMAL CONCRETE C&G I © BICYCLE HANCCAP
I �(.`bO�y NORMAL o �pITCHE OUNTING RACK FAMP °a� RAMP MOUNTING RACK PI HE
4-
HANDICAP RAMP .y. ONCRETE ONCRETE (P 11 BICYCLES) naio■o.m $ (FOR 13 BICYCLES) C CRETDI ,g
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(NP.)I n' . (TYP.
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WETLAND
MARKII` PAVEMENT �� PAVEMENT CONCRETE EDGE
MARKING
/ TYP 12
STOP \ ■°B° M TYP. MOTORCYCLE
AR (TYP) \ �\ ® SIGNS MOTORC
\ ^ ^'WOODS^• _
®SOL RDS ® (TYP.) PARKING o 0
_ TYP. aa' 8' CONCRETE ONCRETE
SIGN �� SIDEWALK WHEEL STOP /
NEW•DAWN DRIVE. fi.. BTY
OLLARDS ONCIETE
WHEER STOP �.-.
'%, — 33' CLEAR ZONE - I _ _ ,D SIGN
82' AT/FP _ III
MOTORCYCLE Sai° 8
8'CONCRETE NORMAL
& CONCRETE BOLLARDS
1 ®SIDEWALK ® NP.`o e e ONCRETE
° SIDEWALK �G
• MOTORCYCLE
LIMIT OF DISTURBED AREA ONCRETE STOP
SIGNS (TYPO
WHEEL
:..•s "wNE
(NOT; IN THIS CONTRACT)
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KEY MAP
mom
SS �LN/ 4t RAMY
PEDEST
CROPUK K q.�b. I I N.T.S. 8
T
- B-AR, (f
P. _ SIGN
WN w E N
10, 5' 0 10, 20' 40'
GRAPHIC SCALE: V=10'I
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PLATE REFERENCE
NUMBER
CS100
O
SHEET 11 OF 412
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2
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5
3
STUBBED A
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' I ll f 2sa� _2s9 za9 I LIWIT OF DI F�� , J
248
I
0' 10, 0 0' 40' 60'
Uj
it 9/ / - E ---� GRAPHIC SCALE: I "=20'-0"
GRADING DATA:
TOTAL DISTURBED AREA = 28.00 ACRES
\M-C
GRADING_EGEND:
2 ( 051F° CONTROL POINT 1: E
I \>f5 REBAR%W/ CSE ALUM. A PERMANENT
24 ` TOP OF PAVEMENT EL=NATION TP
-'--- --1-- - OP?_47_�� \ NCSPC NAD83 (2007.1 w BI N i
D `�"s B-Gt v N: 484,506.10 '
V.(OUT)°" 4.63 "--� -'--- - _(.- TOP.747 80 -.-_ • `, E: 1, 9,599.00 ¢ TOP OF CURB ELEVATION TC
ORETENTIO
I ° Nv.(ouT)=zaa.2z BASIN #2 TOP OF GUTTER ELENTION TG
\� - -- -- - _ s
C4g`_ �- --------�---. _
FINISHED GRADE ELErATION G
H3 ��- / TOP OF CONCRETE ELEVATION
TCO
TREE PRDiECT101S Fi ICE TP
e. F
F5x5.
o
(SEE DTL. PLT. C502)
B ,249.4B-CB(nP 8.35LF-15"RCP 252.5 L
TOP 24 Ni TOP 247.8.az% NOTE.
1.) MAXIMUM SLOPE FORCUT OR FILL IS 3H:1V,
EXCEPT THE POND AS NOTED.
PER GEOTECHNICAL REFORT IN THE GSS AREA
} i' / 2.) CONTRACTOR TO INS"ALL SETTLEMENT PLATES
NORTH OF I B2B BETWEN CONTOURS 254 O 245.
A % S _ \ 6 F 1 �/ 25 so e / / / 3.) CONTRACTOR TO BEICH SLOPES 2' TO 4' PER
4.) NO GRADING TO OCCIR IN SITE CONSTRUCTION
GEOTECHNICAL REPORT
// , �~'�• .� I 1 CO / / TRAILER AREA. SEED ABA, WHEN TRAILER AND
TEMPORARY UTILITIES ARE REMOVED.
I II 1 A� v 4"HDP NV.(ou 33115oi I I I
Co \\ se I l I d! d 1 b
iII�II iI IITli iyI�II- I I II f 1CN�S. IaCIF U3 T .=2M: � oFot e 4" H.o/ D�
E UNDERaDNRAIN248 S260LF@MIN SLOf(TYP.)
I 42 TOYII P
0.50TOP BIO/
N ROL OI \ "INV. TOP 249.00
0
W/ ALUM. CA SINN. OUT=244.0/
D83 (2007ADJ) O I.x SLOPE ROOF
TOP R4575 CIO.
�f 0 11
50TEMFLOCAy ON el i , >.� 7 o ° bPI
1
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SF TEMF/
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\/ ( I HV N 2 ee y9 / b
Iw. uT=zaz.00 / e 5428 NEW SAWN DRIV !!h e
C-243-1- \�� \ \ \\ II I II I I I I I I i II I � \ 1 $nR P S U e O 1)1L SLOPE ROOF / o e e o e ° I' I I I ° 2 II \ \
i i fP\ __ �� 9J•� \ \ \ ffIP ' I I � I �
\ i 'III Ili I i I I 1 b 31 1 JB B4A DRAY COLLECTION SYSTEM I I - - 5a
it ){ 2 ? \ 2EU I -_ I 1 TOP 255.5 I I I / I I
-znz \ \ / I \ 1 PERM VENT 1t INV.(OUT 250.50 I I - -
z&1 4I-� - -- -�z9q• \\}l \ a \ / ill, I III I I �\ \ \ z5
\ _ \ \ I 1 ' II \ \ BIOR NTIONPAeF80 I s�
i iI ✓ - 1 - - _ ` \\ `'r2. N r \ `=+ry. J /. / I I / I I I \ I \ \ i I \
2' _ zu, BASI 13 \ \ I I ) I IN (F12)=A3.8 Y
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till
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-zfi 101010• 257-
OU f1jTI
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237 247•\ TOP 2&5
2S6 6" H UDERD IN
154 ,NN SLOP NV(OUT=44D9@ 0•I \ 51.73LF-18"RCP .7:� i 5 -
IN
i ^ // \ \ \ IN {C2)=220. \ 2 \ \ r I I 1 I \ I I I I I \ ` \ ?S6._.• II III CB -Ft b
i ✓ i \ s . P zas_zo zso.z
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IIIII
i ��. \ `\ 1 \ \ \ Y ?• N\ha s �OP-,I IIII N I I \ NV. UT=241.9\ \ \ /' II mrI V / 7.89 L
I I - I iRV.=244.80
11 M r 7 i v \ I w 18' RCP
r (/ \ \ 'b• },O 5 a� I \ IN. IjJ238�2 II I I b. � ` - - \ �i
Ui 236.o csE coN1ROL POINT s
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t49 11 !f 1 ` \ \ IN \UT)12295 \ 11 \ \ I I I#5 REBAR W CSEQtllk CAP -
1 \ \ > \ ��• - \ I NCSPC NAD@@�W
^ iv // / w ? \ ` �' \ 3 i \ \6L - CP 3LF- ." 4. % I o 1r nI B - DI-B5 \ DI-86 I �I)87 N: 483s8ut13'
Y7 ^I / // /� �? 2 \ TO • 0 ). \ \ \ R I \ \ INV It=243.68 INV IN =244.62 INV IN.(B3)=24 . \ INV IN.=246.29 I IN 2qq 42 •' '� 253.18' �q53 -
' 1 �' l l _ \ 2`rm "�\ .40 's. U - INV.(OU1=243.58 �INV.(OUT)=244.52 \ \INV IN. (BSA)=246.8 \ Iw�(OUT)=246.19 \- INV.(OUT 2dlj.9L \ T \
s /r�.(ouT)=zas.as \ \ \ \ I I \
INV.(OU 248.12
-
4
Op 2 .5`�• \ ^00 N 1 1 \ \ 3.95 ' \ - 0.80% ``••-, 109 LF- 30' RCP @ 0.80 105 LF- 30'RGPG@ 0.80% a 05 F- 24" RCP @ 0.60%4 103i - 4" RC @ 0 6 m yl7.pp _.�,
'3-•ti 11 h // / /�/ \ �. n n,n ' 1 i \ �243'-- _ ��8 LF- 3`v,• -o \ U \ i R'EA
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Design Criteria Drainage trea-5 acres co, less.
Capacity —consistent with the hazard involved and design life and with a 10
year peak rmoff minimuru.
Velocity —See Table 8.05a, Appendix 5.05.
Dike desipr-- side slope: 2:1 or flatter
3:1 or flatter where vehicles must cross
width: 2.0 feet minimum top width
height: 1.5 feet minimum
freeboard: 0.5 feet minimum
settlement: 10% of total fill height minimum
Channel &sign— shape: parabolic, trapezoidal, or V-shaped
side slope: 2:1 or flatter
3:1 or flatter where vehicles must cross
stabilization: based on velocity by reaches
Grade—Eependent on site topography. Channel should have positive grade.
Outlet—Fivert sediment -laden water into a temporary sediment trap or
sediment lasin. Runoff from undisturbed areas should empty into an outlet
protectimievice such as a level spLeadei or riprap outlet mtctwe tudess yell
stabilized lattual outlets exist.
Construction 1. Remov,. and properly dispose of all trees, brush. stumps. and other
objectionade material. Fill and compact, to natural ground level or above, all
Specifications ditches ant gullies that will be crossed by machinery.
2. Disk thebase of the dike before placing fill.
3. Ensure tmat the constructed cross section meets all design requirements.
4. Compac the dike by tracking with construction equipment.
5. Ensure hat the top of the dike is not lower at any point than the design
elevation firms the specified settlement after it has been compacted.
6. Leave xmfimcieut area along the dike to permit machine re -grading and
cleanout.
7. hmmmediaely seed and mulch the dike after its construction. and stabilize the
flow pomtim in accordance with design requirements.
Maintenance Inspect diversion dikes once a week and after every rairtfall. Immediately
remove setinment from the flow area and repair the dike.
Check outets, and make timely repairs as needed to avoid golly formation.
when the irea above the temporary diversion dike is permanently stabilized,
remove the dike. and fill and stabilize the channel to blend with the natural
surface.
P D C509 DIVERSION DIKE
SCALE: N.T.S.
�LR) Definition A hyer of stone designed to protect and stabilize areas subject to erosion.
Purpose Toprotect the soil surface from erosive forces and/or improve stability of soil
slmes that are subject to seepage or have poor soil structure.
Conditions WheTe RtiTapisused foTthe fo%)wingapptications
Practice Applies cut -and -fill slopes subject to seepage or weathering, particularly whee
conditions prohibit establishment of vegetation,
channel side slopes and bottoms,
inlets and outlets for culverts, bridges, slope drains, grade stabilization
structures, and storm drains
streambank and stream grades,
shorelines subject to wave action.
Planning Rilrap is a versatile, highly erosion -resistant material that can be usrd
effctively in many locations and in a variety of ways to control erosion on
Considerations cotstruction sites.
R R 3 RIPRAP
C509 SCALE. N.T.S.
GIRDED VERSUS UNIFORM RIPRAP
Rilrap is classed as either graded or uniform. Graded riprap includes a wile
mi_ture of stone sizes. Uniform riprap consists of stones nearly all the sane
siz:.
Graded riprap is preferred to uniform riprap in most applications becauseit
foms a dense, flexible cover. Uniform riprap is more open, and cannot adjtst
as ;f ectively to movement of the stones. Graded riprap is also cheaper:o
insall requiring less hand work for installation than uniform riprap, which
mut be placed in a uniform pattern. Uniform riprap may give a more pleasbg
aplearance.
Rilrap sizes are designated by either the mean diameter or the weight >f
the stones. The diameter specification is often misleading since the Storrs
areusually angular. However, common practice is to specify stone size ly
thediameter of an equivalent size of spherical stone. Table 6.15a lists sone
typcal stones by weight, spherical diameter, and the corresponding rectanguhr
dinensions. These stone sizes are based upon an assumed specific weight mf
16: lb/ft.
A nethod commonly used for specifying the range of stone sizes in graded
ripap is to designate a diameter for which some percentage, by weight, will ie
smeller. For example, "d85" specifies a mixture of stones in which 85% of tie
stoic by weight would be smaller than the diameter specified. Most desigts
arebased on "d5,", or median size stones.
Rilrap and gravel are often designated by N.C. Department of Transportation
spcifications (Table 6.15b).
DIKE IS A TEMPORARY MEASURE TO KEEP RUNOFF FROM _EAVING THE SITE. IT WILL BE
REMOVED ONCE THE SITE IS GRADED AND STORM STRUCTJRES ARE INSTALLED TO KEEP ALL RUNOFF
ON THE SITE. SEE DETAIL 7/C-507 DITCH 3 FOR DESIGN CALCULATIONS AND DIMENSIONS.
Maintenance Inspect skimmer sediment basins at least weekly and after each significant
(one-lalf inch or greater) rainfall event and repair immediately. Remove
sedinent and restore the basin to its original dimensions when sediment
accunulates to one-half the height of the first bate. Pull the skimmer to
one ide so that the sediment underneath it can be excavated. Excavate the
sedinent from the entire basin, not just around the skimmer or the first cell.
Makc sure vegetation growing in the bottom of the basin doe; not hold down
the slimmer.
2 SKIMMER SEDIMENT BASIN
T S T C509 SCALE: N.T.S.
Repar the baffles if they are damaged. Re -anchor the baffles if water is
flowug underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually
jerkiig on the rope will make the skimmer bob up and down and dislodge
the &bris and restore flow. If this does not work, pull the skimmer over to
the sde of the basin and remove the debris. Also check the crfice inside the
skimner to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can )e removed and
the obstruction cleared with a plumber's snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Cheer the fabric lined spillway for damage and make any •equired repairs
with abric that spans the full width of the spillway. Check the embankment,
spillvays, and outlet for erosion damage, and inspect the embankment for
pipin; and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
Freeang weather can result in ice forming in the basin. Some special
precaitions should be taken in the winter to prevent the skimmer from
plugpng with ice.
24 HOUR EMERGENCY CONTACT FOR EROSION CONTROL MAINTENANCE:
BRIAN KNIERIEM PH: 910-263-1643
US Army Corps of
Engineers
WILMINGTON District
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I aERYANINI p AFTER El£RY RAmAµL OARING ME
CONCH. W WEPAEGA NREFEAH IF ThE., -1 .11.T. RON iM
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nuCt. ADEIRS As REELED ...I- IHE HaIAIICN IN A KDON.I. HIALrxv
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O RD WARE CLOTH 6 GRAVEL INLET PROTECTION
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Notes
A A
1.LAis Me length of the rilNap apTn.
e
C,2.D- 1.54mes Me maumum stone
eiameler but Get less than W.
3 13. In a well-defined CMnnal extaud Me
plan 1 apron up Me channel banks to an
Y La -RI elevation Of6' DOZENS Memaximum
la theater depth of Ed the top Of Me
bank, wMMAJOH or is lass.
- of
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RIP RAP CHART Sol foundation.
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EROSION AROUND OR [LOw S Ex c 1MLS MAI BEEN DSLOOSTS EDI IE AxL
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er permit P4cumenIK.H
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Inspect dUrM CpnseUCE1DE3, wmq ,„............. ..... . .
plans and specs; and cerBfY compliance with the / d 3 D
stommlafm rules. (15A NCAC 2H .100811)) �
Pemdlt!-5 N% o Dete�_�
b �;;, Division of WatscAualfbi
Sheet ifs -Revision Datel.l�
«iEGHTmA1m RCXOSS sCOAY°Iu c.RF.Nc xpw[Ni oLCR

_.FORT BRAGG,. NORTH CAROLINA
STORMWATER PERMIT SET
MARCH 5, 2014
FY-123 L.I. 69287
TASK ORDER REQUEST NO. W91278-11-X-
CONTRACT NO.
I
SOF OPERATION
- PN 69287
- P N 69287
��_ _ cawmvc•.w•r
Erybeer.
vnuucctory nwu
US Army Corl
of Engineers
Willmington District
" LEGEND: 'r
.a
LCID LAND CLEARING
& INERT DEBRIS
MAJOR ROADS .
STREETS ��FORT BRAGG CANTONMENT
• . • • �E,� RAILROADS SCALE' 1•_3000' .
FORT BRAGG - K Y1� INSTALLATIONBOUNDN.
ienue N (e
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�0 U. S. ROUTE
ROAAFkOUTE.
woo ^ LAKES .
f • • • • • • HAUL ROUTEVj
-
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VICINITY MAP
N.T.S.
ARCHER WESTERN CONTRACTORS
24A PACES FERRY A30 39 SUITE 600
[phone]
�t t http://tvww.",aishgroup.com
Archer Western
Contractors
BONES(
ENGINEERING DESIGN TECHNOLOGIES, INC
E 1705 ENTERPRISE WAY SUITE 200
MIT ARITA, GA 30067
[phone] (770) 9s80300 (F) -
D T http://%ww.edtinc.net
Siy,.r of Qaah
CIVIL DOR: DEREK WESTFALL, PE
pit FESS�O•Ci�
? ti• ... '7"
AL
��c� '•. -GINE�.•'�`
--- - i//,k WES
OCT 14 2014 k'
VOA ASSOCIATES INCORPORATBD''r
224 SOUTH MICHIGAN AVE., SUITE 1400
CHICAGO, ❑. 60604
[phone] [phone](P)
http://www.voa.com
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PERMMVENT CXVN LINK FENCE
`NOTES:
h. ALL PAVEMENT MARKINGS SHALL BE IN
COMPLIANCE WITH THE FORT BRAGG IDG
OR ROADWAY PAVEMENT MARKINGS. ,
°aR® 2. PROJECT SHALL BE IN COMPLIANCE
IWITH THE FORT BRAGG IDG FOR
`WORKZONE SAFETY AND TRAFFIC
(CONTROL POLICY.
�3. STANDARD MOTORCYCLE PARKING
STALL BE: 4.5' WIDE x 9' (TYP.) WITH
J ICKSTAND.LOCATIONS TO HAVE METAL.
pNSERTS.
'± ® a4. THE VEHICULAR CRASH BARRIERS
SHALL BE A SWING GATE PAD LOCKABLE
IN THE OPEN AND CLOSED POSITION AND
I ® I MEET THE MINIMUM CRASH CERTIFICATIO.
I OF K7/L3. SWING GATE SURFACE SHALL
NAB IIHAVE RUST INHIBITING PAINTED SURFACE
IIAND SHALL BE FURNISHED WITH 4-INCH
— I WIDE REFLECTIVE TAPE SPACED AT
�=IJEVERY 20 INCHES. PAINT COLOR
dCRASH BARRIER SHALL BE MISSSIONR
1 5. PROVIDE HANDICAP RAMP AT ALL
_ _ IlCROSSINGS.
6.ALL MANUAL GATES AND VEHICLE
I BARRIERS SHALL BE PROVIDED WITH A
I BRAGG APPROVED KNOX BOX.
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NUMBER
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3M DRAIN PROFILE - LINE G
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STORM DRAIN PROFILE - LINE D
SCALE: 1"=50' H, 1"=10' V
0+W 0+40 0+80 1+20 1+60
STORM DRAIN PROFILE - LINE N
SCALE: 1"=50' H, 1"=10' V
f
0+00 0+40 0+50 1+20 1160 2+00
STORM DRAIN PROFILE - LINE L
SCALE: 1"=50' H, 1"=10' V
240
235
230
225
220
0+00 0+40 0+80
STORM DRAIN PROFILE - LINE M
SCALE: 1"=50' H, V-10' V
GRADE
0 4.15%
255
250
245
240
235
260
255
250
245
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STORM DRAIN PROFILE - LINE H
SCALE: V=50' H, 1"=10' V
ni
PROP, GRADE 0,
0+W 0+40 0+80 1+20 1+60 2+W 2+40 2+80 3+20
STORM DRAIN PROFILE - LINE E
SCALE: 1"=50' H, 1"=10' V
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OPENING
A
B
C
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C
H
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2'-7"
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6'-11"
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LISTED BELOW ARE OWNER'S MAIN"TENANCE RESPONS1131LITIES:
MONTHLY
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ANNUALLY
• INSPECT FOR DAMAGE, PAYING PARTICULAR ATTENTION TO THE CONTROL STRUCTURE.
• CHECK FOR SIGNS OF EUTROPHIC CONDITIONS.
• NOTE SIGNS OF HYDROCARBON BUILD-UP, AND REMOVE APPROPRIATELY.
• MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FORE BAY.
• EXAMINE TO ENSURE THAT INLET AND OUTLET DEVICES ARE FREE OF DEBRIS AND OPERATIONAL.
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REMOVE SEDIMENT FROM THE FOREBAY.
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POOL VOLUME HAS BECOME REDUCED SIGNIFICANTLY, OR THE POND BECOMES EUTROPHIC
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NUMBER
C-505
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-No
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SOD
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FILTER MEDIA (FOR BASINS #1, #2, AND
oBz
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7xrr mast At -xo N/IN.
BASIN#1: POND TOP= 248.0
POND BOTTOM = 243.0
SH WT = 237.0
BASIN#2 POND TOP =253.0
POND BOTTOM = 248.0
SHWT=242,0
BASIN #3 POND TOP = 244A
POND BOTTOM = 242.0
S IVVT = 23&0
W T 0EIFMIg .. 1.1CYUNIpn
SHW4EL=219.5
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VET DETENTION BASIN #4
CONCRETE OUTLET STRUCTURE BASIN 1, 2, 3 .Y.C➢�1
BASIN #1 TOP = 244.0 INV. = 239.0
BASIN #2 TOP = 249.0 INV. = 244.0
BASIN #3 TOP = 243.25 INV. = 234.5
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NUMBER
G510
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