SW3170504

I�
CITY OF STATESVIL
VICINITY MAP
GRADING AND DRAINAGE NOTES
L
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
�y
o o
7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
13. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
* MH 1
F�
EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE A5 SHOWN 15 NOT ASSUMED TO
933.00
SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRA55 ONLY IN DISTURBED/ GRADED
�9
IREMAIN
REPRESENT A BALANCED CUT/FILL CONDITION.
8. THE PROP05ED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND
2.25%
°
9�
935.93
51DEWALKO ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CRO66 SECTION
34
LF,
2.
CONTRACTOR SHALL PERFORM H15 OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY
DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
I�
CITY OF STATESVIL
VICINITY MAP
GRADING AND DRAINAGE NOTES
L
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
DOWNSTREAM
INVERT
o o
7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
13. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
* MH 1
1.
EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE A5 SHOWN 15 NOT ASSUMED TO
933.00
SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRA55 ONLY IN DISTURBED/ GRADED
LF,
IREMAIN
REPRESENT A BALANCED CUT/FILL CONDITION.
8. THE PROP05ED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND
2.25%
°
940.30
935.93
51DEWALKO ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CRO66 SECTION
34
LF,
2.
CONTRACTOR SHALL PERFORM H15 OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY
DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
0.82%
* DI 3
942.80
TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED.
COMPLETED UNDER THIS CONTRACT,
14. BRUSH, VINES AND SMALL TREES (8 IN. DIA„ OR A5 SMALL A5 2 IN. CALIPER) MAY BE HAND
LF,
18"
RCP
0
CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6
DI 4
3.
ROOF LEADERS SHALL BE SCH 40 PVC. MINIMUM COVER SHALL BE 18". MINIMUM SLOPE SHALL
9, PIPE LENGTHS SHOWN ARE THE ENGINEER'5 ESTIMATE USED TO COMPUTE PIPE SLOPES AND
FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.
LF,
18"
BE 1%. PROVIDE CLEANOUTS AT ALL CONNECTIONS WITH BUILDING DRAIN AND WHERE INDICATED,
INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL
0.50%
DI 5
942.80
REFER TO ARCHITECTURAL DWG5. FOR THE EXACT LOCATION OF ROOF DRAINS AT THE BUILDING.
QUANTITY OF PIPE REQUIRED.
15. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP
945.25
P/N.•4724571621
RCP
0
TO MINIMIZE EXPOSURE TO THE AIR.
----P--°-----°945-
4
CONANDTRACTOR POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN
10. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4"/FT. (MAX).
55
LF,
15"
LANDSCAPEALL AREASOVIDE
o
16. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION TO THE DOWNSPOUTS INSTALLED BY
DI 7
STATE O� , NORTH
937.92
11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
THE ROOFING CONTRACTOR BETWEEN THE 51TE ROOF DRAIN PIPE A SHALL BE MADE BY THE
LF,
5.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
0
SITE GRADING CONTRACTOR.
DI 8
943.70
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
12. NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
58
_g4,5 -✓
�
PRIOR TO PROCEEDING.
OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE
17. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS.
DI 9
6.
CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS,
18. IN ORDER TO ENSURE ADEQUATE DRAINAGE, FLOW LINES IN GUTTERS SHALL BE 0.50% MINIMUM.
LF,
15"
WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR 15 FULLY REOPON5113LE FOR ALL UNDERGROUND
AND NOT REMOVED UNTIL FINAL INSPECTION.
0.50%
®
944.70
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF TH16 CONTRACT.
®
F.
VACANT
o
'A/
�
PVC 0 0.50%
VA(.A/V /
i
-
941.26
45
LF,
6"
�/
* Cl 12
BMP DETAILS w V
C504
\
\
933.00
a� / /�
> �� / / / �/
CO
24"
945.25 -
�� /
w
/ /° gk5 /
e% %
eeeREBAR _1
FOUND
N04'40 53 E \ 784.85 / / / e e _
F S 8' TYPE A BUFFER
-----
\ 9
9,30-EIBAC-e-
.10' REARS� e
1 33,7- �-
1 \ 933 �/
934 935 % FES 34
937 937
937 940
EXISTING WOODED
936OS+ AW
I 935 940.50 / AREA TO REMAIN �
1 934 � _ 940.30
--933- /
/
957
\
EXISTING WOODED AREA TO rj \ `� \� FOREBAY / / / // 1942
0)REMAIN
I � G � / / �` / / --
/ 941 / / FES 35
\ \ I I \ f FES 3 / \ - / 0113
�
Fl R FES 31 / 82' STAND OFF / / ,- � // / � / /
DISTANCE (TYP.) D13
� / / / � / / �- / 11 l /
\ \ _ 936 6 EXISTING BORING
e / 945.12 cs EXISTING WOODED / / / (APPROXIMATE
AREA TO REMAIN
\ g ,CI 12 CBR 2 / LOCATION, TYP.)
---1
g HP / / / / / I - - - - 94,3 / T I do
939.20 /
- \ \1111111111111 / / 1 FUTURE / I �K
\ 939.25 Cl2 942.15 I EXPAN51ON
940 �a / / 9 1
19 /I 945.50
940.80 / 1 L I i I J I I / 944.25
cA
942.15 942.71 GENERATOR o / - - J I / // / Lo
I I /
e / 942.50 C I / D14
Q O 942.58 ^- 1
\ STAFF PARKING e _ > GENERATOR / 1v
e � 945.50 � -� �
\ 1 \ a1 \ 58 SPACES e 942.65 RD 6-2 ` E911 I / / /
942.35
/ AC c
942
TRANS. ,r RD
2.65 / 942.65 942.65
\\ T 942.65 - e D 6- I i
la. A e 943
/// CI 16 I
PROPOSED 60 EASEMENT = 9421 + {
CI 26
P=941.60
942.16
942
� N
1 \ Cil
1;;I\
945.25
/ / / PERM, DIVERSION I l
MH 13 HP Hp o RD 5 m 0 / I C500 SWALE "CLEAN WATER" l \
CI 14 7 943.50 CI 1 943.50 �� / ,r� / 1 l
945.50 77.7
\I I Q• � �
I Qw _ o / DI 5 S< l
\ _T¢ 945.25 I � � 945.25 0pFEl
A Ll I
o o
J I / I I I I
- RDI DI 18, I / I 1 ! \
- / r Ir FJFJD I ` B 10
RD 4 945.50 � ZII �V3 I i
3 942.14 1 \ \ === = -_ ==�= -=-_� ' RD3-4 �o o� / 1 I DI EXISTING WOODED I \
943 945 0 ° • 'per o / °f rn / 9q4 / I / \ AREA TO REMAIN
REBAR \ HP _ oe e .90 ° 945.50 / ° Q�~ ° �° ° -/, RD 3-2
943.18 _� e
FOUND \ ° o RD 3- I / �, o
°
�� '' �h 1 \
\ \
\ 945.50 ° o RD I -1 IR 1-3 RD I -4 RD I -5 _ R 3-3 �� / 1 \
- - D- D �R
RD I-2 : • /! p �I�a
� \ 0 945.25
� r _ °�.
1 \ _ \
m .m. -
❑ J Ex / \
\ 1 0 ----- _ �04
AC - ROPOSE10�ao/ \
I 0120 I _
BUILDING I ss
v HP m - o � �1 .
\ 943.00 s z o°°°oo . F.E. = 945.0 os o'
1 \m w cn o Fmoo.
PC
_ I 945.50 °n
oo rn I - 945.50 0 945.25
x'
7\ 7\
LL LU - „ 945.24
\-- 945 111
945.50
EXIST�� WOODED AREA TO
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
DOWNSTREAM
INVERT
o o
PIPE OUT
945.25
* MH 1
0
.
934.15
933.00
51
LF,
IREMAIN
RCP
0
2.25%
°
940.30
935.93
935.65
34
LF,
15"
RCP
0
0.82%
* DI 3
942.80
935.69
934.35
L
LF,
18"
RCP
0
0.50%
DI 4
942.80
936.33
935.89
87
LF,
18"
RCP
944.15
0.50%
DI 5
942.80
936.96
o
"�
945.25
P/N.•4724571621
RCP
0
0.50%
----P--°-----°945-
943.80
937.44
937.16
55
LF,
15"
RCP
o
0.50%
DI 7
STATE O� , NORTH
937.92
937.64
/
LF,
15"
RCP
0
0.50%
DI 8
943.70
938.41
CAROLINA
DB 1062 PG ' T527
58
_g4,5 -✓
�
RCP
�
0.50%
DI 9
�
� 945.50 ��
i­'(ZONED.- CU -6 5-5)
64
LF,
15"
RCP
0
0.50%
®
944.70
.
®
F.
VACANT
o
'A/
�
PVC 0 0.50%
Al 11
944.70
941.48
941.26
45
LF,
6"
PVC 0
LISSETH WILLIAMS
* Cl 12
�
944.20 944
-
933.00
24
LF,
24"
945.25 -
40 PG 2094 CI 21 e e
D.• R-20) 1 ��.
' gak
B2 // 943.70 M FUTURE
945.25 I EXPAN51ON
EXISTING BORING _ -/ \-------
\ (APPROXIMATE
LOCATION, TYP.)
\ - -94s- D122 HP Ca
� 943.50 � . 948- -�
9
�` 943 DI 24
9 __i � C123 ---__--
� 949 � HP
\ `9 4:1 SLOPE (MAX.) I^�I
1 � Q� I� � � f 943.20
\ 950 `J 2 CURB INLET
1 d \ V/' C501 (TYP.)
/ r- /�l
-944
BERM (TOP501L/
UNSUITABLE 501L) e
1 f
946- g44 946 946
9"6 e94 85 MH 3 947 4:1 SLOPE
6. 949.50
- - / 950 .943' 949
/ I I BERM (TOP501L/ f- 94
J / �NaWTAB I..E SOI L)- - -
I 946.25 945.20
946 -
MH
.
MH 28 -945 � E e
_RF - - - - - - -a --
/ / �} r�4/u off/u off/u Hoff/u a �'T4 TPES o �� off/u 0H/u, 0H / off/u H/u /u
PROPOSED R W -
_ / WV cn
w� w w fi-�v -�- 9 ,FES 33 - 4 STORM --ter--wi94� w w FES 37 W_ _-.1 W_E EeR W 0
ft
W IN 941.3 0 -` C501 MANHOLE (TYP.) - - - - -
/ I I � � o
944 - - - 944.45 9`t5 _
�� EXIST. PROPERTY LINE
/ _J 944 C' -N PAVEMENT - EX. EOP
- - -
/ � \
G�� G> GG G G- _ G
------
\ �WOI
-940.9
J
AY 5 AREA INLET
C501 (TYP.) D
El 11 I-
" 945.50„ 1�L W I HP s
110 945.38 945.25 944.25
e
s
�
® RS 49514 I I l 944.00 �R \
e
y
I■■■■► . , .
n
PROPOSED STORM SEWER PIPE SCHEDULE
UPSTREAM
STRUCTURE
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
DOWNSTREAM
INVERT
PIPE OUT
* MH 1
941.20
934.15
933.00
51
LF,
18"
RCP
0
2.25%
* CI 2
940.30
935.93
935.65
34
LF,
15"
RCP
0
0.82%
* DI 3
942.80
935.69
934.35
268
LF,
18"
RCP
0
0.50%
DI 4
942.80
936.33
935.89
87
LF,
18"
RCP
0
0.50%
DI 5
942.80
936.96
936.53
85
LF,
15"
RCP
0
0.50%
DI 6
943.80
937.44
937.16
55
LF,
15"
RCP
0
0.50%
DI 7
943.70
937.92
937.64
55
LF,
15"
RCP
0
0.50%
DI 8
943.70
938.41
938.12
58
LF,
15"
RCP
0
0.50%
DI 9
942.90
938.93
938.61
64
LF,
15"
RCP
0
0.50%
Al 10
944.70
941.06
940.68
77
LF
6"
PVC 0 0.50%
Al 11
944.70
941.48
941.26
45
LF,
6"
PVC 0
0.50%
* Cl 12
939.00
933.36
933.00
24
LF,
24"
RCP
0
1.50%
* MH 13
942.10
934.96
933.56
127
LF,
24"
RCP
0
1.10%
Cl 14
942.90
935.68
935.16
35
LF,
18"
RCP
0
1.50%
Cl 15
943.00
937.03
935.88
77
LF,
18"
RCP
0
1.50%
Cl 16
943.00
938.23
937.23
67
LF,
15"
RCP
0
1.50%
DI 17
943.80
939.03
938.43
40
LF,
15"
RCP
0
1.50%
DI 18
944.80
939.98
939.23
50
LF,
15"
RCP
0
1.50%
MH 19
944.90
939.68
939.23
45
LF,
15"
RCP
0
1.00%
Cl 20
942.50
935.81
935.16
131
LF,
18"
RCP
0
0.50%
Cl 21
943.40
936.71
936.01
140
LF,
18"
RCP
0
0.50%
DI 22
942.50
937.05
936.91
27
LF,
18"
RCP
0
0.50%
Cl 23
942.70
937.74
937.25
98
LF,
15"
RCP
0
0.50%
DI 24
942.00
938.11
937.94
35
LF,
15"
RCP
0
0.50%
DI 25
942.00
938.65
938.31
68
LF,
15"
RCP
0
0.50%
Cl 26
940.60
936.04
935.41
127
LF,
18"
RCP
0
0.50%
Cl 27
940.60
936.82
936.24
116
LF,
15"
RCP
0
0.50%
MH 28
946.10
943.08
943.00
16
LF,
15"
RCP
0
0.50%
FES 30
943.90
943.80
934.50
50
LF,
12"
RCP
0
0.20%
OS 1
SEE DETAIL
929.83
929.70
42
LF,
30" RCP 0 0.%
FES 31
-
934.20
-
-
FES 32
-
930.00
-
-
FES 33
-
943.00
-
-
FES 34
942.80
-
-
FES 35
-
943.00
942.80
51
LF,
15"
RCP
0
2.50%
** MH 36
947.35
944.08
943.28
161
LF,
15" RCP 0 0.5%
FES 37
-
944.19
-
70
LF,
15"
RCP
0
0.5%
FES 38
-
948.1
947.90
19
LF,
12" RCP00.50%
RD 1
-
938.51
937.23
64
LF,
10"
PVC
0
2.0%
RD 1-1
-
939.11
938.51
30 LF,
6"
PVC
0
2.0%
RD 1-2
-
938.61
938.51
5
LF,
6"
PVC 0
2.0%
RD 1-3
-
939.01
938.51
25 LF,
8"
PVC
0
2.0%
RD 1-4
-
939.51
938.91
30 LF,
6"
PVC
0
2.0%
RD 1-5
-
940.01
939.41
30 LF,
6"
PVC
0
2.0%
RD 2
-
940.98
940.18
40 LF,
6"
PVC
0
2.0%
RD 3
-
940.82
940.18
32
LF,
10"
PVC
0
2.0%
RD 3-1
-
940.78
940.48
15
LF,
6"
PVC
0
2.0%
RD 3-2
-
940.82
940.18
32
LF,
10"
PVC
0
2.0%
RD 3-3
-
940.90
940.74
8
LF,
10"
PVC
0
2.0%
RD 3-4
-
940.74
940.38
18
LF,
6"
PVC
0
2.0%
RD 4
-
940.68
940.18
25 LF,
6"
PVC
0
2.0%
RD 5
-
940.02
939.88
7
LF,
6"
PVC 0
2.0%
RD 6
-
940.32
939.88
22
LF,
6"
PVC
0
2.0%
RD 6-1
-
940.44
940.32
6
LF,
6"
PVC 0
2.0%
RD 6-2
-
941.02
940.32
35 LF,
6"
PVC
0
2.0%
* USE CLASS III 0 -RING GASKETED PIPE JOINTS
** USE CLASS V RCP
-T-1-1--T_--T 1- 0 -
DI 8 D18
- --954
TAFF/VIS R PARKING - 945.10 B 4
(40 SPACES) 944.25 - - -E -
�- L H P- - - EX/STING WOODED
- 944.60 �1 _ _ - I AREA TO REMA/N
+ -- FUtURE
1 4- 7
a �I _ PERM. DIVERSIOfv
B 3 _ PARKING
11
1- -�-- � rn C500 SWALE CLEAN WATER
- - L D19 1 1 1 -950
944.20
H.P.944.85
943.85 943 945.10 949 I
_
944.25 - ►n
_ 0)y /FILL THIS AREA A5 REQD
�- - - - - - - - - - - - \ I TO ACHIEVE POSITIVE
9gta ° % \ \ \ I DRAINAGE TO CLEAN WATER
SWALE AND EX. DITCH
- _947 - - 943.80 I 945.10
- --- _
DROP INLET 1 - - - - J W k10).
C501 (TYP.) \_ -
� - 950.12,
945 /� /// / / //
1948
s 9�
/ /I-
i BERM (TOPSOIL/ °' I� 1
\ UNSUITABLE 501L) CBR I 1
3.50 / 946 I, 944.12 \ 949.25 \\ Y
_ I
5' FRONT SETBACK 950 -o���
HP
946.4 4:1 SLOPE (MAX.) 946 947 948 \ J \ o
1 945 \ FES 38
_E 1 E E E \ E
944 -\^
off oH�-� off/u off/u 0H/u off/u DoH/ OH/u off/u �oH/u o 0 off a � - 00 ,� � o
947 �oH�?
__
> >
W T T T A
- _
- - - -W -�+ TW_
- - 946- -
945.00 946.00± 946.80 �' JII /
SO4'
946
STO L DRIVE -SR -135-8 �_ 2 4 - TBM-REBAR FOUND EAST
-_ -
to 942 - - SIDE OF BRISTOL OR/VE
/ --
ELEV.- 948.96 \
__ - N••747671.22 \
(NO RECORDED RW FOUND) _ _ _ � � - - � � � � �E•142651,�86
- - - - - ` - - -� Know what's below.
\ Call before you
Y:\charlotte\17000100S\17000142.00_Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 GRADING.dwg, C303 GRADING PLAN ENLARGEMENT, 5/22/20172:54:16 PM
EXISTING SIGN
EIP EXISTING IRON PIN
EXISTING LIGHT POLE
EXISTING UTILITY POLE
R/W RIGHT-OF-WAY
HC ACCESSIBLE SPACE
EXISTING TREE TO REMAIN
rX EXISTING FIRE HYDRANT
®W EXISTING WATER VALVE
®WM EXISTING WATER METER
OS EXISTING SEWER MANHOLE
OD EXISTING STORM MANHOLE
• MH I PROPOSED STORM MANHOLE
FES I
PROPOSED FLARED END SECTION
o
EXISTING DRAINAGE STRUCTURE
DI PROPOSED DRAINAGE STRUCTURE
+XXX.X EXISTING SPOT ELEVATION
XXX.XX PROPOSED SPOT ELEVATION
o o EXISTING CLEANOUT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
-� PROPERTY LINE
-x-x-x- EXISTING FENCE
UGE EXISTING UNDERGROUND ELECTRIC LINE
OH/U EXISTING OVERHEAD UTILITY LINE
T EXISTING UNDERGROUND TELEPHONE LINE
FO/C EXISTING FIBER OPTIC LINE
SS EXISTING SANITARY SEWER LINE
W EXISTING WATER LINE
G EXISTING GAS LINE
YYY . EXISTING CONTOUR LINE
XXX PROPOSED CONTOUR LINE
TEMPORARY TREE PROTECTION BARRICADE
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
RD PROPOSED ROOF DRAIN PIPE
EXISTING TREE LINE
0GV EXISTING GAS VALVE
®GM EXISTING GAS METER
NORTH
30 0 15 30 60
Chia. SCALE: 1"=30'
adw •
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
,GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
GRADING/
DRAINAGE PLAN
ENLARGEMENT
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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SHEET NUMBER