20201874 Ver 1_Pre-Filing Meeting Request_20201203

ID#* 20201874
Version* 1
Regional Office* Fayetteville Regional Office - [phone]
Reviewer List* Chad Turlington
Pre -Filing Meeting Request submitted 12/3/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Matthew Harrell
matt. [e-mail]
Cross Creek Bank Stabilization
City of Fayetteville
Cumberland
Street Address
433 Hay St
Address Line 2
aty
Fayetteville
Fbstal / Zip Code
28301
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
State / Province / Region
North Carolina
Country
United States
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below. *

This pre -filing meeting request encompasses three locations along
Cross Creek in downtown Fayetteville where streambank stabilization
measures are proposed (See attached figure). Along an
approximately 2,000-foot stretch of Cross Creek in downtown
Fayetteville, there are three locations where high flow events have
significantly eroded streambanks posing immediate threats to
adjacent properties. The proposed actions would include structural
bank stabilization to prevent additional property loss. Each location
will be permitted separately, and these applications are underway
and anticipated in early January 2021. Draft plans for two of the three
locations (Beaver Law and St. Johns) are attached but subject to
change as design is in progress.
Please give a couple of dates you are available for a meeting.
12/14/2020
12/21 /2020
Please attach the documentation you would like to have the meeting about.
CrossCreekSectionEWP Pre
— 5.38MB
Filing_FigurePackage.pdf
pdr only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 12/3/2020

[[C1 CAROL,INA
tJECOSYSTEMS
December 2020
EEEEE:::= Miles
0.125 0.25
Church
* Site Location
USGS Named Stream
wille EWP Cross
Fayetteville, NC
Vicinity Map

INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
COVER SHEET
2
EXISTING SITE PLAN
3
PROPOSED SITE PLAN & WALL ELEVATION
4
WALL SECTION
5
DETAILS
6
DETAILS
CITY OF FAYETTEVILLE
0
BEAVER LAW FIRM
STREAM BANK STABILIZATION/ WALL DESIGN DRAWINGS
FAYETTEVILLE, NORTH CAROLINA
s
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ST ROWAM Sp It Crass
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24 , �PROJECT LOCATION o o� vI L
210
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I3lcau„rs 7�°11E t Fayetteville
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VICINTY MAP
SCALE: 0 1000 2000 N
SCALE IN FEET
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1 - 6

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BARRIER
WALL
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EDGE OF WATER
/ "" •, 4&
ASPHALT
� v PARKING
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• _ EDGE OF ATER
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�° �' �,j 7' ► r 77
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r '
0 6 ,2
GRAPHIC SCALE IN FEET
r +� or 10
DI -
GRATE:78.19' r
OUT: 75.11'
r
alk
a, y�
4
INV.- 72-.46'
� 6S
63
Ab
lip— 40
6
o Er' 2 .�
46
• 1 • ' « , FLOW OF CROSS CREEK
• • h------------
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SHEET
2 - 6

PLAN LEGEND SITE PLAN - PROPOSED CONDITIONS
13-1 + Boring Location from 0 5 10
GeoTechnologies, Inc., 1990 A GRAPHIC SCALE IN FEET B
SH-4 SH-4
85
80
75
65
60
AII
II II
I I
I
1
J
1
55
5
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00 1+05 1+10 1+15 1+2®21
STATIONING (FEET)
PROFILE LEGEND:
Block Series (Retaining,
Freestanding, Accessory)
Block Size 28,41, &
R-41 M Block Type
(Bottom, Middle, Top)
PROPOSED WALL- ELEVATION
0 5 10
GRAPHIC SCALE IN FEET
LL O
Q O
o Lfi
v
N
N Z
00 o
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SHEET
3 - 6

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•
Five degree (5 °) setback
(Sta n d a rd)
Setback = 15/" (41 mm)
Move blocks forward
15" (381 mm)
(50 batter angle on wall)
during installation to
10" (254 mm)
engage shear knobs
4" (102 mm) diameter knob
(Typical)
a) a)
2 U
X (6
N LL
H
i
s
4 (114 mm)
ai w
13 %" (3�40 mm)
W 1L0
� ?sa
Design must adaquately
Available with:
address turning walls into
the bank at both ends
• 28" (710 mm) blocks, 41" (1030 mm) blocks, and 60"
to assure water will not
(1520 mm) blocks
Turn -In end of
,i
erode material from
28" (710 mm) PC blocks (shown here) and 41" (1030
z
o
retaining wall to
0
behind the wall.
mm) PC blocks
'Lu
terminate into
Lr
the river bank
Redi-Rock walls are an
effective channel hardscape
product when properly
o01
designed and installed.
Q
O
9" (230 mm) Setback Blocks
a
Setback = 9 %" (238 mm)
Move blocks forward
during installation to
22 3/" (578 mm)
(27.5° batter angle on wall)
engage shear knobs
Z
(Typical)
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10" (254 mm)
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♦
(102 mm) diameter knob
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T__13
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RADIAL TERMINATION INTO BANK
(NO SCALE)
Available with:
• 41" (1030 mm) blocks (shown here) and 60" (1520
mm) blocks
ZO
BLOCK -TO -BLOCK SETBACK OPTIONS
41 N �
(NO SCALE)
J Z
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SHEET
5 - 6

:<\ Bottom.
Bottom Block
F-0-1
.rn;•.
Crushed Stone Footing
� 1 on 1 or Flatter
III —III —III —III- —
D/2 or 6" (Minimum) Bottom Half Block
STEP FOOTING DETAIL
(NO SCALE)
Place
notched hole and grout pipe in place
12'
In front
FIELD INSTALLED WEEP HOLE OPTION
(NO SCALE)
4" Perforated drain gravity flow to
outlet as shown on plan
Convert to solid pipe before
outleting under wall
ASTM No. 57 Stone to extend at
least 12" behind wall
Mirafi 180N non -woven geotextile fabric
(or approved equivalent)
I --­ U OLUI
leveling pad c
OPEN -GRADED CRUSHED STONE LEVELING PAD
(NO SCALE)
Kl ,+,k ) r," . r," IPA ., m x 127 mm)
ck block
H
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10
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D
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SHEET
6 - 6

INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
COVER SHEET
2
EXISTING SITE PLAN
3
PROPOSED SITE PLAN
4
PROPOSED WALL ELEVATION
5
WALL SECTION A
6
WALL SECTION B
7
DETAILS
8
DETAILS
9
DETAILS
10
DETAILS
CITY OF FAYETTEVILLE
0
ST. JOHNS CHURCH
STREAM BANK STABILIZATION/ WALL DESIGN DRAWINGS
FAYETTEVILLE, NORTH CAROLINA
s
z o rUMB�R� g N
m � r
itNA`Ncr Sr
y o i
�r-
ST 210 !°�op�sT - F YETTEVILL-•E
sr
Crass 0
?ROWAN $r
87 f 24 LPROJECT LOCATION
r�T:s 210
f .14 4r 4�P� aQ
011llt HAY ST ' (i 4
4�O~ST
© a euF 24
° r, z10
y
10
St p• nv a �L Sr `` CARDINAL
100
1;1Uu„ _ z� w a E t Fa /ettle
L= V
�, SAPpNq RO
� 01 a y
VICINTY MAP
SCALE: 0 1000 2000 N
SCALE IN FEET
LL Q o
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N
N Z
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w� NCRE
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W N C�
J J Z
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SHEET
1 - 10

0 10 20
GRAPHIC SCALE IN FEET
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N
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SHEET
2 - 10

•
A
S-5
ASSUMED CURB LOCATION 15-IN CPP
JERSEY BARRIER WALL
PAVEMENT TO BE REPAIRED �
JB-3
TO MATCH EXISTING
Qi w
Qi N
�u2
O=w
♦ ` S-6 o � 6
g0 ♦ ti
♦♦ _ D
♦ EDGE OF PAVEMENT
END OF WALL ♦
Bi� 190 ♦ EDGE OF FILL z
0
Lu
K I I I I I
75 �
70 �S `♦ Q O
p Lfi
65 )0
- o+
PI-1
6S
N
N Z
�a o oz
_ o o
O.- z Ju
PI-2 mow aw�-Z
— oar � a zov
EDGE OF WATER rp� 6 BACK EXTENT OF WALL
g 6,7 09 (AT TIM E OF SURVEY) �9a lS \\\\\ AL\
\ END OF WL
09 PROPOSED ALIGNMENT z
AND BOTTOM FRONT O
FACE OF WALLLn
1=
— — — — —
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t� H
Sg s \�zz o
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60 �_ Q
PLAN LEGEND SITE PLAN - PROPOSED CONDITIONS U Ln Ln 3 d
B-2 Boring Location from o 5 ,o SHEET
GeoTechnologies, Inc., 2017 GRAPHIC SCALE IN FEET 3 - 10

OJ
80
75
H
w
w
70
z
O
Q
w
65
60
55
PROFILE LEGEND:
Block Series (Retaining
50
OJ
80
75
60
55
50
Freestanding, Accessory) 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 0+98
STATIONING (FEET)
Block Size (28,41, &� PROPOSED WALL- ELEVATION
R-41 M Block Type 0 5 10
(Bottom, Middle, Top)
GRAPHIC SCALE IN FEET
P11
P12
F-CT
R-41T R-41T R-41T R-41T
R-41T R-41T R-41T R-41T
R-41T R-41T R-41T R-41T R-41T
R-41T R-41T R-41T R-41T R-41T R-41T R-41T R-41T
R-41T R-41T R-41T
F-CT
F-CM
I R-41M I R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M R-41M
I F-CM
F-CM
R-41M R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M R-41M
F-CM
F-CM
R-41M R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M R-41M
I F-CM
F-CM
R-41M R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M -
R-41M R-41M R-41M R-41 - - R-41M R-41M
R-41M R-41M R-41M
F-CM
F-CM
I R-41M I R-41M R-41 R-41M
I R-41M I R-41M I R-41M I R-41M I R-41M R-41M I R-41M I R-41M
R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R- R-41M
I R-41M I R-41M I R-41M
I F-CM
F-CM hi
J,41M I R-41M I R-41M I R-41M I
R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M
I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I
- R-41M I R-41M
F-CM
F-CM
R-41M I R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M R-41M
R-41M R-41M
F-CM
F-CM
R-41M I R-41M R-41M I R-41M I
R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M
I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M I R-41M R-41M
R-41M R-41M R-41M
F-CM
R-60M R-60M R-60M R-60M
R-60M R-60M R-60M R-60M R-60M R-60M R-60M R-60M
R-60M R-60M R-60M R-60M R-60M R-60M R-60M R-60M
R-60M
R-60M R-60M R-60M
F-OM
F-CM
R-60M R-60M I R-60M I R-60M I
R-60M I R-60M I R-60M I R-60M I R-60M I R-60M I R-60M I R-60M I R-60M
I R-60M I R-60M I R-60M I R-60M I R-60M I R-60M I R-60M R-
M
R-60M R-60M I R-60M I
-CM
F-CB
R-60B I R-60B I R-60B R-60B
R-60B R-60B R-60B R-60B R-60B R-60B R-60B R-60B
R-60B R-60B R-60B R-60B R-60B R-60B I R-60B I R-60B
R-60B
R-60B R-60B R-60B
F-CB
EXISTING SURFACE
4" DRAIN (TYP.)
90
85
80
65
60
55
PROPOSED SIDE WALL -STATION 0+00
0 4 8
GRAPHIC SCALE IN FEET
90
90
85
85
80
80
75 f
f 75
w
w
w
w
w
w
z
z
0
0
a
a
w
w
70 w
w 70
65
65
60
60
55
55
PROPOSED SIDE WALL -STATION 0+98
0 4 8
GRAPHIC SCALE IN FEET
Z
Z O
W N C0 w
J Jz W
Q3
Ln
=z� o
N
LL_ a
ID_
SHEET
4 - 10

•
90 90
H
T
85 85 L
Curb Jersey Wall
w
N
80 =III=III=III=III=III=III=III=III=III=III=III=III=III=— 2H
III —III —III —III —III —III —III —III —III —III —III —III —III —III— 7 s a
=1 I I—III—III—III—III—III—III—III=1 I I=1 I I=1 11-1 11-1 11-1 11- y
1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1= D
—III—III—III—III—III—III—III—III—III—III—II Temporary
III —I —I I —III —III —III —III —III —III —I —I I— Back Cut I —I I-
75 -. =III=III=III=III=III=III=III=III=III=III=III= — =III=III=III 75
—III—III—III—III—III—III—III—III—III-� —� —� —� —III=1 � I _
----I—I—I I—III—III—� Crushed —III—_
hd A -I I -I I�VL W
=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= Existing Grade
0 70 = III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III=_III 70 o
—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III 3 „ Q U- 0-01
o
> Setback = 9 8 > Q
III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I
w —III—III—I11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1I1=1I I— � w o 'r'
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65 —11 -65
III=III=III—III—III—III—III—III—III—III—III—III—III—III—III—III-III—III—III=III=III=III=
—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I—III= =1 I —III —III Setback = 15/" o o
III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III— 4" Perforated Drainl==III Armor Stone z
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60 =: —III=1 11—III—III—III—III—III—III—III—III—III—III—III—III-1 I EI I EI I EI I EI I I —I I I=1 11—III=III—
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III-----I—I—I I —III —III —III —III —III —III —III —III —III- Non -woven —__—III—I _—III—III—III—III—III—III—III—III—III—III-I
—III-III —III —III —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I MI I MI I I— eotextile Fabric =I I I —III —III=, III —III —III —III —III —III —III —III —III —I I —I I I — III —I III -
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-III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III=1 Crushed Stone _ — — =1 — I —III —III —III —III —III —III —III —III —III —III —III —III=
55 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I_ Leveling Pad,]=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1_= 55
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Ln
J �Z
SECTION A
SCALE: 0 3 6 S-3 l=J ~Ln Z
SCALE IN FEET
CC O
ZcQ N
Q
U LnQ
Ln
SHEET
5 - 10

•
90 90
T
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11=1 11=1 11=1 I I� I I —III —I 11=1 I I —III —III —I 11=1 11=1 11=1 I— � N
—III—III—III—III—III—I I I� I I —III —I 11=1 I I —III —III —III —III— ^
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— — — — — — — — — — — — —
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;711V c u�
80 80 W 3L0
7 ?sa
Temporary
Back Cut
75 == 75 Z
O
Crushed Aggregate 1V� LU
1H
w m w
w w
L� L�
0 70 =_ 70 0 LL DO
J Setback = 9 %" J Of O
w w
Existing Grade
m
65 65
N
1V� N z
0.5V Setback = 15/" Di o
4" Perforated Drain Armor Stone �a w
60 == z
60 w N w
F0 Q W �-2
Non -woven nt
Geotextile Fabric
Crushed Stone
55 = Leveling Pad 55
Z
O
50 50 Q to
J �Z
SECTION B
SCALE: 0 3 s S-3 Q O
SCALE IN FEET Y
Z P:
Zc Q N
Q
1�LnLQ
3
SHEET
6 - 10

•
Five degree (5 °) setback
(Sta n d a rd)
Setback = 15/" (41 mm)
Move blocks forward
15" (381 mm)
(50 batter angle on wall)
during installation to
10" (254 mm)
engage shear knobs
4" (102 mm) diameter knob
(Typical)
a) a)
2 U
X (6
N LL
H
i
s
4 (114 mm)
ai w
13 %" (3�40 mm)
W 1L0
� ?sa
Design must adaquately
Available with:
address turning walls into
the bank at both ends
• 28" (710 mm) blocks, 41" (1030 mm) blocks, and 60"
to assure water will not
(1520 mm) blocks
Turn -In end of
,i
erode material from
28" (710 mm) PC blocks (shown here) and 41" (1030
z
o
retaining wall to
0
behind the wall.
mm) PC blocks
'w
terminate into
cl�
the river bank
Redi-Rock walls are an
effective channel hardscape
product when properly
o01
designed and installed.
Q
O
9" (230 mm) Setback Blocks
a
Setback = 9 %" (238 mm)
Move blocks forward
during installation to
22 3/" (578 mm)
(27.5° batter angle on wall)
engage shear knobs
Z
(Typical)
o o
" cl�
�z
10" (254 mm)
aZ
o 0
♦
(102 mm) diameter knob
o4"
cl� -
N
�
C5 N
2 U
7 U(13
X LL
FOw wI-
K
Q W I-2
cl�a
Z�v
4y" (114 mm)
T__13
%" (340 mm)
RADIAL TERMINATION INTO BANK
(NO SCALE)
Available with:
• 41" (1030 mm) blocks (shown here) and 60" (1520
mm) blocks
ZO
BLOCK -TO -BLOCK SETBACK OPTIONS
41 N �
(NO SCALE)
J Z
Q3
Q
Ln
Y
W� Z
N
W
1�LnLn3
SHEET
7 - 10

:<\ Bottom.
Bottom Block
F-0-1
.rn;•.
Crushed Stone Footing
� 1 on 1 or Flatter
III —III —III —III- —
D/2 or 6" (Minimum) Bottom Half Block
STEP FOOTING DETAIL
(NO SCALE)
Place
notched hole and grout pipe in place
12'
In front
FIELD INSTALLED WEEP HOLE OPTION
(NO SCALE)
4" Perforated drain gravity flow to
outlet as shown on plan
Convert to solid pipe before
outleting under wall
ASTM No. 57 Stone to extend at
least 12" behind wall
Mirafi 180N non -woven geotextile fabric
(or approved equivalent)
I --­ U OLUI
leveling pad c
OPEN -GRADED CRUSHED STONE LEVELING PAD
(NO SCALE)
Kl ,+,k ) r," . r," IPA ., m x 127 mm)
ck block
H
i
� w
10
N N
=�o
uu2
W 3L0
?6E
D
Z
O
W N C�
J J Z
Q
Ln
Y
W� Z
W Ut
1�LnLn3
SHEET
8 - 10

•
Short Block Requirements
(1) 9" (230 mm) Setback Short block on the 2nd row
Freestanding Corner (2) 9" (230 mm) Setback Short block on the 3Id row
Top block (Typical) (3) 9" (230 mm) Setback Short block on the 4nd row
(1) Additional 9" (230 mm) Setback Short block for
H
O
® every additional row to the top of the wall
00
00
�
00 0®
00
i
0o a a
1st Row Installation
o
Alternate long and short face of
A0
9" (230 mm) Setback 27 3/" (695 mm) Freestanding Corner Top block
C _�
W
Short block (Typical) on either end of row for proper
3go
spacing (Typical)
y
a a
00 00 0—
o 0 o Untextured top of block and
0 0
e o a ® stone infill between adjacent
blocks will be visible (Typical)
z
2"d Row Installation
LU
9" (230 mm) Setback block with 7 %2'
o
a (190 mm) diameter knobs (Typical)
Q
0-1
Of
00 0®
00
vo o®
a a
N
Recess pocket and lifting insert may be visible
o
rd Options: Fill with tinted mortar or use custom
3 Row Installation p
>
aZ
w o
o
blocks without top lifter if desired (Typical)
a
OZ
>- LLn
C5 N
qu
Z � u
Stagger Short block spacing as needed to help maintain
F-
w
v WK
�-Z
running bond installation pattern as close as possible
FOw
o N
Q W
lt-,� a zU0
b
a om
oa
00 0®
00 0®
0o am
Z
4t" Row Installation
w HLn
J J Z
DOUBLE 900 OUTSIDE CORNER FOR 9" (230 MM) SETBACK WALLS
L Y o
O
W� z
N
W
1�LnLn3
SHEET
9 - 10

•
Recess pocket and lifting insert may be visible Freestanding Corner
Options: Fill with tinted mortar or use custom Top Block (Typical) U~
blocks without top lifter if desired (Typical)
® m m
® ® a
� w
�u2
Isometric View of Corner W Kci
O Special 9" (230 mm) Setback Block with 7 ga
7 %2' (190 mm) diameter knobs (Typical) y
Multiple Row Installation D
Untextured top of block and o
stone infill between adjacent
blocks will be visible (Typical) � I I I I I
The top row of blocks in this diagram are shown in
red. They have been cutout in line with their o
bottom grooves to show how they fit with the The top row of blocks in this diagram have Q
knobs on the bottom row of blocks. been cutout in line with their bottom Of
grooves to show how they fit with the
knobs on the bottom row of blocks.
10" (254 mm) knob is fully engaged 10" (254 mm) knob fully engaged with
the groove on the block above (Typical)
N Z
O QJ c'
LU 0
Non -woven geotextile fabric in all 7 %" (190 mm) knobs do not interfere with a Cz Qo
joints between blocks (Typical) the groove on the block above (Typical) c ��
ON Z
90 Degree Corner block Special 9" (230 mm) setback block w ��
with 7%" (190 mm) knobs (Typical) ate= 0 o0
oar ., a Zv
Freestanding Corner
Top block (Typical) 0
O O
O100 U
Z
O
Top View of Bottom Two Rows Top View of Bottom Two Rows HLn
900 OUTSIDE CORNER 900 OUTSIDE CORNER FOR 9" (230 MM) SETBACK WALLS > m 3
(NO SCALE) (NO SCALE) LLJ
LI
W� Z
W N
LLJQ w
1�LnLn3
SHEET
10 - 10