20080632 Ver 1_More Info Received_20080528

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone] ONSLOW
08- aL?24
LETTER OF TRANSMITTAL
TO: Mr. Brad Shaver
US Army Corps of Engineers
PO Box 1890
Wilmington, NC 28402-1890
WE ARE SENDING YOU:

MAY 2 8 2008
DENt' WATER WAS
DATE: May 22, 2008 A0MpS AND STORDAWATER BRPNCH
REF: Blue Creek Farms Section II
Revised Submittal Information
One (1) copy of Plan Sheet 13 of 20, One (1) copy of Revised Exhibit maps Sheets 2, 3, 10, 11 and 12 of 16; all for
the above referenced project.
DELIVERY VIA:
® Regular Mail ? Hand ? Federal Express
? UPS Overnight ? UPS Ground ? Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
N For Approval ? As Requested ? For Review and Comment
? For Your Use ? For Bids Due
? Other
COMMENTS:
Brad - Don Fose, the Project Owner, reviewed the separate and complete project issue He has no plans for that
area at this time, and wants to proceed with the permit as is If you have any questions, please call
M.J. Klinker, P.E.
Copies To: Mr. Don Fose (w/enclosures)
Ms. Joanne Steenhuis (w/LOT only)
MJK/avc CF (P), LAM
(if enclosures are not as noted, kindly notify us at once)
6. MJK. LOT.Shaver.BlueCreekFarmsll.5.22.08
EMAIL ADDRESS: TEXT MESSAGES TO: yaitextabizec.rr.com MAPS AND PLANS TO: paidraftnabizee.rr.com
+ ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

WETLANDS
IMPACT #4 '
21037.7 S. F.
Blue Diamond
Court
50' R W
WETLANDS
IMPACT #13
#12
#7
Boundary Information taken from
a plan titled "J.W. Morton states"
ENWANCEMEN prepared by Charles F. Ri c
AREA #8 Associates, Inc., dated t!
647.5 S. F. February 5, 1999.
J MAY 2 8 2008
Wetlands
Line / J WWANCN
s4 (Typ•) ? -Wetlands
-Wetlands Line
6 74 Blue Creek Farms Drive
Ss 7s 50 R/ W
54 44 53 WETLANDS
43 31 76 IMPACT #2
48 42 32 4,599.1 S. F.
52 41 343
77
4s
18 19
17
20
15
16
14 ,.. 21
Sky Blue Lane
50' R/ W
FWETLANDS
T #3
S.F.
Blue Moon G
_ 50' R/ W
WETLANDS
IMPACT #5
866.2 S. F.
#11
8
12
O
.! 10
11
MPACT #10
ooeoo
22
6
5
z
.
89
90
s1
92
...
93
94
10
ss
? /? AREA #6
618.3 S. F.
96
ArcS
per ACE comments' R?
IMPACT #q -'-
?? 475 3 S - :? .
Blue Creek Farms D W'
50' R/ w .. ?.
`OQ/ t
Rev. 05/22/08 JJL - RZti s d • e S E 9L , '13?_
Rev. 04/30/08 JJL - Res •4• • 029091 ??'• / /
per ACE comments. ?N0iN??
OVERALL ROJECT - EXHIBIT MAP II - Sheet 2 of 16
ft1?O,
BLUE CREEK FARMS, °`?"`r'DeVC'°'? -
Fose Properties, LLC
SECTION II 8 Bayview Drive
Jacksonville, North Carolina 28540
Jacksonville Twp., Onsiow Co., North Carolina [phone]
Date: 04/01/08 Parker & Associates, Inc. $
Scale: I
36 s
88 87
Filename: Consulting Engineers
BlueCrkFrms2-Gen.OWG Land Surveyors - Land Planners
Disk: Acad #2067
Drawn By: JJL
- -'-•? .? . ?
29 79 L
28 80 .
. W LANDS
? '- 27 81 IMPACT #I
26 82 4,151.3 S. F. _
- 25 O
?? .
24 84
23
308 Now aobon?North Cn'oHna
P.O. Box 976 - ="1-0M
Phone (o>to) 4as-2414 - Fez (,Pio) 4aa-3"1
as
88
Install silt T#13
fence at toe
of fill slope
immediately
after filling

Headwall Inv.
Qa 7' Below o
N bottom gr /
a: Sod fill /
L 1t. slopes
(L ^ staple ors
/
t stake to y
L m hold in fpt

r_
ilt fence
shoulder Install silt
Dint through fence at toe
11 area of fill slope
immediately
P 12 after filling

Wetlands
-
/ / Impact Area
4,151.3 S. F.
?? - I
Install silt RC
fence at toe
of fill slope Rap
immediately RCD JG toe f
after filling il? loge /
See ptitail
/
w CARQ'?,,
#1
O;QQOF?ss/oti?<% 66
SEAL e --_
. 029091
V"If
GIN
%
,a\'-V " Wetlands Impact #1
'e?a'???aoa0 1 1"
Scale: 1"-40'
/22l/'04 R/W
Legend_
- Centerline
- Wetlands Line
of - Silt Fence
... - Swale/Ditch
Waterline
L. F. - Linear Feet
RCP - Reinforced
Concrete
Pipe
S. F. - Square Footag
Footage grade 72 L FES Inv.
RCD - Rock Check D
ST#10 - Sediment Tr
R/W - Right-of-way
0- Pipe Label
mob' _
FES Inv.
7' Below
bottom grade

Install silt
fence at toe
of fill slope
immediately
RCD after filling

#1 Sod fill
slopes
sta
le or p
'? ? stake to
hold in place
fD ?
d
c
(D
R/W
? Street
41
58 1"/Ft
i
. . m
n.

Finished
40 Grade

3
1 S
l
:
wa
e
existing 38

QIY1 7' Below
ap 36 bottom grade
Headwall Inv.
7" Below 34

bottom rade 4 0 2 0 0 2 0 4 0
Rev. 05/22/08 JA - Revised PIPE "F"
per ACE comments.
Rev. 04/30/08 JJL - Revised Vertical Scale: 1"-4'
per ACE comments.
Horizontal Scale: 1"-40'
WETLANDS IMPACT #1 - EXHIBIT MAP III - Sheet 3 of 16
BLUE CREEK FARMS, Owner/DeveloWr.•
Fose Properties, LLC
SECTION II 8 Bayview Drive
Jacksonville, North Carolina 28540
Jacksonville Twp., Onslow Co., North Carolina (9 10) 389-2030
Date: 04/0 1 /08 Parker & Associates, Inc.
Scale: As Noted
Filename: Consulting Engineers P.O. Box 976 - 26641-111M
5lueCrkFrm52-Gen.DWG Land Surveyors - Land Planners 906 Now ??°
Sti '°et - 2"
Disk: Acad #2067 JaobonvUle, North Ceronna
Drawn By: JA PLone [phone] - Paz [phone]
0
m
0
C4
L p-
U
lL
i Enhancement Area - Existing Ford - Abandon existing Ford -
a Accelerate wetlands plant growth by preparing seed
bed and sowing wetlands seed mix.
Wetlands Enhancennent
Area 647.5 S.F.
?/ 1 1
1 -J
1 ?
/ 1 1
/ 1 a

S14FS
i
i
i
/ L
Wetlands
Line (Typ,, /
j
1
Enhancement Area #8
Scale: V-40'
Legend:
(E - Centerline
Wetlands Line
of - Silt Fence
... • ... - - Swale/Ditch
Waterline
L. F. - Linea- Feet
RCP - Reinforced
Concrete
Pipe
S.F. - Sgyore Footage
Rev. 05/22/08 JJL - Revised
per ACE comments.
o`??ss;;:sttttt
Q1 E s o obi
=O. qQO ?9? 7
SEAL -
029091
•. c?,yGINE?Q ,?.??:
'Pistilli, "I"
/v c6
RESTORATION AREA #8 - EXHIBIT MAP X - Sheet 10 of 16
BLUE CREEK FARMS, Owner/Develolmr:
Fose Properties, LLC
SECTION II 8 Bayview Drive
Jacksonville, North Carolina 28540
Jacksonville Twp., On5low Co., North Carolina [phone]
Date: 04/01 /OS
5cale: As Noted
Filename:
BlueCrkFrm52-Gen. DWG
Disk: Acad #2067
Drawn 6v: JJL
Parker & Associates, Inc.
Consulting Engineers P.O. Hoz rM - 80641-007'6
Land Surveyors - Land Planners 306 Now Naft
phone (910) 4W-2414 - n.: (910) 465-3"1
dni Hort?as
0

\ I? r
r
I ?/ III
d+ 20 L. F. 24" RC I n ) / / /
IT
__Dr n
I
Wetlands
/ I
?J r
Le end:
- Centerline
- Wetlands Line
sf - Silt Fence
•' ••• - Swale/Ditch
Waterline
L. F. - Linear Feet
RCP - Reinforced
Concrete
Pipe
S.F. - Sclyare Footc
exist.
grade
Rev. 05122108 JJL - Revised
per ACE comments.
Rev. 04/30/08 JJL - Revised
per ACE comments.

e• =40

T 44.141
3:1 Min

9e
z .
L
F
A ? .
.
24" RCP
44 ® 1% Min.

12

l•0

Inv. at exist.

38 wetlands bottom
grade
56 N C'AR,
L
FESS10
0
. Qp
e
• SEAL
029091
??G I NEB
'
?
.
,5,
4u z0 0 20 40
WETLANDS IMPACT #9
Vertical Scale: 1"=4'
Horizontal Scale: 0-40'
o ?.
. 110W
2" /&
V21, Z /0
WETLANDS IMPACT #9 -EXHIBIT MAP XI - Sheet 11 of 16
BLUE CREEK FARMS, Owner/Developer:
Fose Properties, LLC
SECTION II 8 Bayview Drive
Jacksonville, North Carolina 28540
Jacksonville Twp., Onslow Co., North Carolina [phone]
Date: 04/01/08 Parker & Associates, Inc. Horlab
Scale: As Noted
Filename: Consulting Engineers P.O. BOX 970 - 80641-0976
BlueCrkFrm52-Gcn.DWG Land Surveyors -Land Planners 300 New BHdp BFrest - 85640
Disk: Arad k2067 Jacksonville; North Carolina
Drawn by, JUL Phone (910) 4W-2414 - Paz [phone]
Wetlands Impact
Area 475.3 S.F.
Wetlands Impact #9
Scal 1" '
f-I
r--
'? Im at #11
Wetlands Impact
Area 664.0 S.F.
i
Legend: , ® . ? //
q - Centerline 20 .F.
J 24" 1?CP
- - Wetlands Line ) \ I \ /
-Silt Fence \
Swale/Ditch ) i > J We andS
Waterline J / / w'a\ I0
L.F. - Linear Feet / J
RCP - Reinforced J f ) s ?e"MJ
Concrete / \ \
Pipe J / S re \
S. F. - Sgyare Footagf
of )( l r
20 L. F.
24" RCP
Wetlands Imp att Drain #10 & #11
Ar
Line (Ty \) r\ \ \ \ 3 \ )
Scale:
exist

T? 42.481
44 zf?

42 3:1 Min.
1.5

40 20 L. F.

1 2
4" RCP
0
1.0% Min.
38
exist. _
36 grade

inv. at exist.
14 wetlands bottom
grade
C
AR
-<\A

SEA
29091
:. 0

Q . GI

,???fa'IAIAA??a
4V LV U 20 40 10?
4
0 20 0 20 40
WETLANDS IMPACT #10 WETLANDS IMPACT #11
Vertical Scale: 1"=4'
Vertical Scale: 0=4'
Horizontal Scale- V-401
Horizontal Scale: I"-40'
WETLANDS IMPACT #10 & #11- EXHIBIT MAP XII - Sheet 12 of 16
BLUE CREEK FARMS Owner/DeveloMr
Rev. 05/22/08 JJL - Revised Fose Properties, LLC
per ACE comments. SECTION II 8 Bayview Drive
Rev. 04/30108 JJL - Revised Jacksonville, North Carolina 28540
per ACE comments. Jacksonville Twp., Cn5low Co., North Carolina
[phone]
Date: 04/01/08 Parker & Associates, Inc. sb?p`p` 110r==olr4
5cale: As Noted
Filename: Coneultiing EhgWeers P.O. BOX 9" - 20641-0070
BlueCrkFrm52-Gen.DWG land 311rveyore -Land Planners 506 NOW 9Mp Sheet - M"
Disk: Arad #2067 JacbonTme, North carouna
Drawn By: JJL Ph*" [phone] - ftm [phone]
m
0
N
L
Q
s
L (D
Z F
•Ids Impact
510.5 S.F.

44
' T 42.1

:1 Min.
42
L L

40 _ 20 L. F.
24" RCP
O 1.0% Min.
38
36

34 Inv. 6" Belo
exist. strecrr
bottom
Y
0

a
s
?a?

. LE'GE'ND: ¦ CICB-Curb Inlet Catch Basin
¦ YI-Yard Inlet
OEIS -Existing Iron Stake RCP-Reinforced Concrete Pipe ' R/W-Right-of-way ? FES -Flared End Section
~-Centerline TOC -Top of Gurb
20~~ BOC -Back of Curb FL -Flow Line
t~ Q~PO. B-B -Back of Curb to Back of Curb ECB -Existing Catch Basin ~ot0 PC -Point of Curvature S.D. -Storm Drain
PT -Point of Tangent ~ -RCD w/ Level
PRC -Point of Reverse Curvature Spreader MBL-Minimum Building Line O~- -Flow Arrow
Sta. 0+00 Blue Creek Farms Drive s.t.-10' x 70' Sight Triangle '
Sta. 3+38.19 Indigo= Drrve B r a ue ee O , -Swale Label
Sta. 0+00 Peters- 83 -Lot Label sf ~ -Silt Fence CL -Clearing Limits
' 100' Ta r I , ~ 120 Full ' -v- -Street Sign - - - - -Wetlands Lina
1 Per 20 ~ For Continuation `~~~.~.../~.J -Woods Line sue' -Stop Sign » BO-Blow-off
or~'r A~ ~ P~ See Sheet 7 0 20 ~ f ? -Traffic Flow Arrow P,T.-Plug Tapped
70 L.F. Bore, 5T#3 6" PVC Water Ski, ~ N/C -Handicap ~FN-Fire Hydrant 1( 37,6-Existing Elevation ®GV-Gate Valve
12 in. Steel Casing, 1+ ~ 4' from EOP 1U~1 40.0-Proposed Elevation p WM-Water. Meter
0.188" min. wall w . 501 ~ '••+a.I1e - -Ditch or Swale - - -Water Line
ex. Wetlands 0 ~ ~ ~ - ~ . Line (Typ.) ~ ` 1 , ditch Open ~ ~ _ ~j{~ ®EGV -Existing Gate Valve for ~ ~ Y oA -Pipe Label ~EFH -Existing Fire ~lydra•~t
• ° ST#2 _ r'~ ~ space ev See g COntrnuo{~ p EMH -Existing Manhole
6' xb" Reverse 30'x15'x9' 6 PVC RCp ~ ~ - het 1? ° 20 ®®-Rip Rap Apron ~ MH -Manhole , ® [u1 RCD-Rock Check Dam S.S. -Sanitary Sewer
' ~a S In . Bore Pit , Inv. In 20 Ta W. G.V. FE v water y b _p~~ ~ In 49.0 ical 4 from C y 47.2 0. ® ST -Sediment Trap L.F. -Linear Feet
2 6 Swing 90 ex. 6' EOP p 6" Gross t. Bends water D ~ ~y sue.. w ~ • RGD 3-6" .V. ® ~ ® SFM -Sewage Force Main
' ,~0 51.0 L d G VC -Vertical Curve • ® PVC -Point of Vertical Curvature
15'xl5'xT Cur e Data EOP ~ h-••I ~ v Receiver Pit 7yp. - - - _ _ _ . R = 475.00 ~ Curve Data PVT -Point of Vertical Tangent
7 Minimum - - Q- ~ ^ L = 514.46' R = 475.00' EOG -End of Ghute L=514.46' J
From EOP v " P° B ~ ~'o, CJl = 85.72' li _ _ ~ = 62 03 20 T = 285.72'
FL 52. - ~ = 62°03'20" ~ / J Gur e Dat I m R = 230.00
Sta. 0+00 = 11' FL B - - _ A v CL Blue Greek Road - 50.25 FL B Inv. In Jam; D L = 98 38' Sta. 4+56.93 Blue Moon Court=•
~ 21 ~ 46.E PL _ $ C ' 21 J~ p T = 49.96' CL Cul-de-sac 10
N21'53'S2"E - - - ~ . ~n 49.29 ~ N . p 0 = 24'30'30" . / Inv. Out b ! 43.0 n
~ ' N ' 50.25 FL / ,n 52.4 0 50.15 FL - Sta. 0+00 Blue Moon Court= ,t ~ 20'R 7 N O O 42.8 ~ ~ Swale S 2 8.0.
v ® - Sta. 4+57.04 Sky Blue Lane ne 37. Swale ' • OAR
~ ~,,.1 m FL ~ Q' 50.4 3 R ~ 't. NN N , ~ ~i° ~ 5• 6x6 • S 3 +
H ~ ~ 30 R Swale RC o, b x6 S~$g~ ® r 44.3 ~ ?'W • . w Swale 2 ®3g~ •
x~---••• ~ ® Inv, Out ~ ' A 510 45.8
v ~ ~ ~ u F~•I 1`i P.T. 2 Q~ (rl I u u ~Ii
t!l - - - ,
s, ~ , u O t. ® ~ 87 , ' 30 ~ ~ \ _ o - _ o S27°28'22"W _ 4b,46~ 95 R _ 6.05 44.0 / - ~----Q-+- I + - I + ® ~ Swale
U ~ I Begin ~ ` ~ Inv. Dut - ' p Q) G#G ~ 111 , 8 S 0 / N m ~ 46. S / 3S~R
I ~ _ ~ , 16 Curb ~ utter rL s ae ~ g ete ~ of ~ NCDOT Standard 846.01 Typ.
1
n g F' /Inv. In 6" Tee ® nom... ?S 47.1 ~ / / n P.T. 2 ~ \ O \ 35.15 6n G.V. „ Swale ~
or, .
® Mini-ski white 4"x2' ~ every 15' r S ~ • / p S ~e~t% hthG ~ 14
® Solid white 4" ~ t h~ /,2 4ti i? 4t; 13 45.0 ~ o~ °h
1 0~~ . S ~ p, ~ o J ~ 20 2" PVC Water Swale
NOTE: • 4' from EOP 12
re that he and all his workers contractors Contractor shall msu ( , (J 1,
subcontractors and other site personnel) do not damage construction v
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the ,
contractor. Contractor shall cause his workers to observe and verify to the fullest extent practidable that stakes, other measures and grades ~ ,
' I are or appear to be, accurate and correct, and immediately, but prior i In i rive u c Blue Moon Court (Public) 50' R/ W
0 to any associated work, notify .the staking entity of any potential conflict,
error or gyestion regarding the work. The Engineer shall not be responsible _ 1 , ta. ta. (Sta. 0+00 - Sta. 4+56.93)
if all of the above measures are not strictly adhered to. The Engineer shall Note:
not be responsible where due to damage, his staking can not be verified. Note: At all Intersections:
For critical or cost) coin onents of the work, where the contractor believes At all Intersections: Y p than staking may not be preserved, the contractor shall regyest the staking 20' Radii at All Rights-of-Way 20' Radii at All Rights-of-Way
30' Radii at All Edge of Pavement entity to place staking in an area where its preservation can be insured. 30' Radii at All Edge of Pavement T--- ~ -
- _ u - ~
~ ~ 1 i Q --I------ - - - I A
-I- r ~ i , ----_-.T-.._-__ I ~ A ~ - r---------
A I i - --1-- L ~ -------I-
_ ~ ~ ^ O I ~ - - ' ~ s
i ~ --------i----- ~ _ - - - - - - - ----t~ ~ uu N N Al I. ~ O ~
t0 N U - _ - ~ _ ~ ~ I ~ ~ m - - m - ~ -
a ~ _ ~ a v o ~ m r ~ ^ ~ - ~ - ~ ~ ~ i - - w
~ - • > o - ~ ~ - Y 6 N ~ a rri m tU 0.N ~ ~ m ~ ~ u ~ N w ! -
~ - - , m~+ o + v ~ I _ °o~m °m m ~ I ~ c c ~ ~ o'~
$~N =win > ~ ~ . >`~mw o _ • co c c ~ ~ ~ .N ----------r-------- ~ N > > " N > > 0 o c N w o o N w v in 0.v tL a
~ v u N w u u _ _ _ _ - = L~-N-trt a -tit- .m~ ~ ------a ~~tq----------U ~ - _ _ a
Nt~t~ Nu~l-~ 0.0. _ ~ 0. QYI~ Ul Nli~ 0.0.QY1~ mw~ L-.-._ NNI~ 0.k Q Q~ ' » as ~
-.-_--T.__.---- i
_ - - - ---1- -------------rt j - ~ I - - ~ ~ 125.00' V.C.
~ 145.00' V.G. For more inf_ ation I _ - _ - - 1 s titled "Blue Greek Estates" see pan ~ ~ ~ ~
~ rt- I _ _ 7---------- ~ ' - ' _..-1----- - i N ~,u _
- i r; m ~
-r--------------------------- - ---------r--- -r ~ ± ~ ~ O ~ i i
' U U N / (-)0.53%
_ I ~ ~ 6 ~ ~ I - m - - -
- ~ N ~ ~ V U I _ ~ - I I - _ ~ I _ _
-------'r-------------- w u I a a ~ I - - - N W - . _
- - - ~ ---j--- - ~ V V I - - u' ~ ~ u - - ---I-- ~ - o m x~g. I
~ a
- (+)0.50 - ~ - -0. , I i ---------rt------.... -------------T -j ------1----- ~ - - ~ -
I --~8---------- aa ~ - _ _ _ - _ ~
X . _ . - - I I _ ~M__
I I - -t---- -----r-- -t-- - - . ~ i
- - - I ' -----SAY 2 S 2008-
- - - - ~ j _ _ ~
~ -
I --------------------xis ing -----h- -t--------- -w~le~ao a~ au~urr ~ I I -1---- ----------_.--------~5-------
36 D.I. SFf~ ~ j - --------r------
~ I (V ! _ r-- I ---t--------
C~ m i I - ~
- - ~ ~ o ---fi-------
N ~ -
\ I I I I - --~0--~- - - - ~ ~ ~ -
°b I '
~ ---------f-- i- - ~ I I ~ ~ - - - - - W - L-- 2+00 9+00 4+00 5+00
en - - r--
N I ry -T--~-~---~-~ r-T--~-~-~ Blue Moon Court - 50' R/ W & Indigo Drive - 50' R/ W (Sta. 0+00 - Sta. 3+38.19} ' ~ ~ ~ , ,
~ -.-7--_-:. ~J _ -_T--__-
F
- - 3 - _ _ - - - BLUE CREEK FARMS, Fose properties, LLC -
~ - - --------r r ui ~ ~ v s ao m N ~ ui 6 m , ~ ~ - ~Fr~rTn~ rT e 13ayview Drive r~",' t;,-A ~
Jacksonville North Carolina 25540 r
_ - - - - - t ro 0 0 0 -;J l~! Jacksonville 7wp. Onslow Go. North Carolina 910 38q-2030
v ---1--- - lui
1+00 2+00 3+00 v 0+00 PARKER & ASSOCIATES INC o+oo ,+oo parker & Associates, Inc. ~a41ng Hory~ Sheet No.
a CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS ERS % Consulting Engineers - Land Surveyors - Land Planners 9 13 of 20
M P, 0. BOX 976 JACKSONVILLE NC 28541-A976 P.O. Boa 976 - 26541-0976
v 306 New Bridge Street - 28540 Designed MJK
0 Rev. 05/22/08 JJL - Revised per PAI Review. Jacksonville, North Carolina Drawn BLD JJL Phone [phone] - Fax [phone]
Rev. 05/12/08 JJL - Revised per DOT Review, Rev. bore length. 3 Rev. 04/22/08 JJL - Revised per DOT Review. FIELD BOOK: Blue Creek Farms, Pg. 25-39, 41-49 Date 01/08/08 Scale 1"=4' Vertical T enorme Dlsk Acad # 2006 Job No,
N Rev. 02/28/08 JJL - Revised per PAI Review. rkFrms2-gen.dwg 5061009-4240 0 -40 Horizontal ueC