20090136 Ver 7_Buffer_Permit_Drawings_20171215_20171221

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01
0
N
N
�a
a�
I
BUS
98
ourhar� Ra
c9�
Quoin,
Downtown
Wake Forest
11e
aa
0 EMD
PROJECT
I
Wildflower
�- Ridge Rd
co
BUS
98
BUS
VI/a/t 98
98 Ave
PROJECT
VICINITY MAP
NTS
SURVEYS PROVIDED BY:
VANESSE HANGEN BRUSTLIN, INC. (VHB)
SUE LEVEL "B" BY:
GEL ENGINEERING OF NC, INC.
GEOTECHNICAL INVESTIGATIONS BY:
FALCON ENGINEERING, INC.
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
SUM MARY TABLE
SITE NUMBER
BUFFER ZONE 1 IMPACTS
BUFFER ZONE 2 IMPACTS
TEMPORARY (SF)
PERMANENT(SF)
TEMPORARY (SF)
PERMANENT(SF)
1
750.21
469.29
567.16
719.12
2
756.18
600.95
536.96
1613.61
3
1258.22
847.88
727.54
656.95
4
1297.84
820.63
754.19
620.28
5
0.00
0.00
402.97
476.39
6
0.00
0.00
556.38
236.11
7
2161.00
4042.65
4208.42
7397.05
8
1166.84
2050.03
872.78
3467.10
9
389.60
668.69
203.72
511.01
10
6332.66
13702.75
6428.47
13547.17
11
400.04
1036.37
320.12
623.67
12
778.43
4414.69
424.79
715.95
13
89.20
60.61
0.00
0.00
14
662.73
2551.06
130.41
466.39
15
4128.60
12042.45
4121.53
10013.14
16
566.59
1592.50
552.06
1135.57
17
882.40
1148.45
845.71
1540.91
18
2967.27
5350.05
2519.59
5084.93
19
1244.04
4020.20
1815.20
1117.34
TOTAL
25831.85
55419.25
25988.00
49942.69
DUNN
CREEK GREENWAY
PHASft
E III
GREENWAY FROM NORTHERN TERMINUS OF DUNN CREEK GREENWAY PHASE II
(EL-51O0AE) TO NORTH OF WILDFLOWER RIDGE ROAD WITH A SPUR TRAIL TO
AILEY YOUNG PARK AND SEVENTH STREET. MULTI -USE PATH ALONG WAIT AVENUE
(HWY 98 BUSINESS) FROM GREENWAY TO TRADITIONS GRANDE BOULEVARD.
SITE
BUFFER PERMIT PACKAGE
E JUNIPER AVE
AILEY YOUNG `^
PARK
SITE 16
SITE 14
SITE 12
SITE II
SITE 70
SITE 9
SITE 8
SITE 7 -
EL -5100AE
-
RECENTLY
CONSTRUCTED
SITE 6 -�
SITE
SITE 3
SITE
=! EL-5/00AE
RECENTLY
CONSTRUCTED
SITE 4
SITE 2
V rrrr.
SITE 19
SITE 18
SITE 10
JM
000
a
z
NOTES:
1. MUD MAT(S) SHOULD BE LOCATED TO PROVIDE FOR
UTILIZATION BY ALL CONSTRUCTION VEHICLES.
2. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD INTO
WETLAND.
3. MUD MAT(S) SHALL BE UTILIZED IN WETLAND AREAS TO
LIMIT IMPACTS FOR BRIDGE CONSTRUCTION. FREQUENT
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST
BE PROVIDED BY THE CONTRACTOR,
PROJECT REFERENCE NO.
SHEET NO.
DUNN CREEK GREENWAY ///
l
TOWN of
WAKE FOREST
GRAPHIC SCALE
20 0 40
1 6%% 1
PLANS
20 0 40
PROFILE (HORIZONTAL)
1 0 2
PROFILE (VERTICAL)
PERMIT DRAWING
SHEET 1 OF 14
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

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N
N
DETAIL 1
SPECIAL LATERAL Y DITCH
( Not to Scale)
Fill
Natural '1,�e< Slope
Ground
?'J D
d
Min. D = 1 Ft.
Type of Liner= PSRM Max. d = 2 Ft.
FROM
STA. 34 + 50
TO
STA. 34 + 75
-L3-
RT
FROM
STA. 34 + 75
TO
STA. 35 + 50
-L3-
RT
FROM
STA. 11 + 00
TO
STA. 12 + 50
-L4-
LT
DETAIL 5 = a
FALSE SUMP
( Not to Scale)
O M
�2.01�
LQ
-E- S
S = Ditch Slope ll� Proposed Ditch
Pipe or Ditch
Outlet
A
L
Square Prefoi
Scour Hole (F
(Rip Rap in basin
not shown for clari
INFLOW
AT STA. 20 + 50
AT STA. 22 + 75
DETAIL 9
PREFORMED SCOUR HOLE
*NOT TO SCALE
of Ar.i %/1 MA/
SECTION A -A
PIPE 1 = 15" OR 18")
'GOOF D
PSRM
LINER: CLASS B RIPRAP fes— B�'1
WITH GEOTEXTILE MIN.1 TUCK
STA. 10 + 83 -Yl- LT
DETAIL 2
TOE PROTECTION
( Not to Scale)
Fla
Natural 0
Ground
�d
ll 2 Ft.
b= 2 Ft.
Type of Liner= PSRM
FROM
STA. 10+00
TO
STA. 10 + 50
-Ll-
LT
FROM
STA. 17+20
TO
STA. 19 + 00
-Ll-
RT
FROM
STA. 24 + 50
TO
STA. 25 + 00
-Ll-
RT
FROM
STA. 18 + 25
TO
STA. 18 + 64
-L2-
RT
FROM
STA. 20 + 70
TO
STA. 21 + 03
-L3-
RT
FROM
STA. 23 +13
TO
STA. 23 + 82
-L4-
LT
FROM
STA. 23 + 05
TO
STA. 23 + 93
-L3-
LT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 O� Fill
Ground ? j Slope
d D Fla
Geotextile B
Min. D = 1 Ft.
Max. d = 2 Ft.
13= 2 Ft.
Type of Liner= CLASS B Rip -Rap
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
J
B= 4
D= 2
W= 4
REV. No.: I REVISION° DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates. Inc., 2017
3/08
FROM STA. 14 + 00 TO STA. 16 + 00 -L4- LT
DETAIL 10
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. 21
Grade
GEOTEXTI LE
Type of Liner= 60 TONS,CL 1 & 2 Rip -Rap Mix
Geotextile= 70 SY
FROM STA. 34 + 32 TO STA. 35 + 10 -L4- RT
PREPARED IN THE OFFICE OFe
Kimley))Horn
DETAIL 3
SPECIAL LATERAL Y DITCH
( Not to Scale)
Natural N 0� Fill
Ground ?. J F����e Slope
D
1 Min. D = 1 Ft.
FROM
STA. 15 + 00
TO
STA. 17 + 00
-Ll-
RT
FROM
STA. 11 + 50
TO
STA. 11 + 86 -L2-
RT
FROM
STA. 11 + 91
TO
STA. 13 + 00 -L2-
-L3-
RT
FROM
STA. 17 + 50
TO
STA. 18 + 25
-L2-
RT
FROM
STA. 18 + 75
TO
STA. 19 + 50
-L2-
RT
FROM
STA. 33 + 50
TO
STA. 34+22
-L2-
LT
FROM STA. 13 + 50 TO
STA. 14 + 38.75
-Yl-
LT
DETAIL 7
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground ?•J D �A Ground
d
Geotextile B Min. D= 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' 13= 2 Ft.
Type of Liner= CLASS B Rip -Rap
STA. 34 + 75 -L3- LT
STA. 41 + 50 -L3- LT
FROM STA. 16 + 00 TO STA. 23 + 82 -L4- LT
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
@2017
DRAINAGE DETAILS
DETAIL 4
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Natural ,L.1< Slope
Ground D
d
Geotextile Min. D = 1 Ft.
Type of Liner= CLASS B Rip -Rap Max. d = 2 Ft.
FROM
STA. 12+50
TO
STA. 13+10 -Ll-
RT
FROM
STA. 13 + 10
TO
STA. 13 + 75 -Ll-
RT
FROM
STA. 21 + 38
TO
STA. 22 + 75
-L3-
LT
FROM
STA. 24 + 00
TO
STA. 25 + 00
-L3-
RT
FROM
STA. 31 +12
TO
STA. 32 + 50 -L3-
RT
FROM
STA. 16 + 00 TO
STA. 16 + 75.92
-Yl-
LT
FROM
STA. 41 + 50
TO
STA. 41 + 72 -L3-
RT
FROM
STA. 12 + 50
TO
STA. 14 + 00 -L4-
LT
FROM STA.
15 + 50 TO STA.
16 + 25 -Yl
CURB-
LT
DETAIL 8
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 2•J D �1 Ground
d
Geotextile B Min. D = 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' 13= 4 Ft.
Type of Liner= CLASS B Rip -Rap
FROM STA. 10 + 40 TO STA. 10 + 58 -L3- LT
STA. 31 +12 -LT-
NOT TO SCALE
PROJECT-
JOB NUMBER°
PERMIT DRAWING
SHEET 2 OF 14
DUNN CREEK GREENWAY
PHASE 3
0 1 131 104 1
SHEET NUMBER°
DTLS

0
0
N
N
TREE
\
DIL AP DA T 71
�va
-rB�r
PERMIT
DRAWING
SHEET
3 OF 14
Iv
PERMANENT
IMPACTS ZONE 1
PERMANENT
IMPACTS ZONE 2
TEMPORARY
IMPACTS ZONE 1
TEMPORARY
IMPACTS ZONE 2
DENOTES LIMITS OF
DISTURBED AREA
SITE
vL1L
INSTALL TE
STREAM
'R,EM CROSSING
01
C TTz7
STREAM
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 GREENWAY I 6Pmmm I IPHASE 3
rIntended
REVISION: DATE: DRAWN BY: CHECKED BY:Klmley)))Horn 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601 AND DRAINAGE P LAN S
ocument, together with the concepts and designs presented herein, as an instrument of service, is PHONE: [phone] VERT
only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
e on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017 without liability to Kimley-Horn and ASSOCIateS, InC.JOB NUMBER: SHEET NUMBER°
ght Kimley-Horn and Associates, Inc„ 2017 0 1 131 104 1 I

0
0
N
N
Fi
, TSE - -W
_ _ _
—i -- A
FLOOD
PERMIT
DRAWING
SHEET
4 OF 14
Iv
PERMANENT
IMPACTS ZONE 1
PERMANENT
IMPACTS ZONE 2
TEMPORARY
IMPACTS ZONE 1
TEMPORARY
IMPACTS ZONE 2
DENOTES LIMITS OF
DISTURBED AREA
SITE
R� M CROSSING
01
C TTz7
STREAM
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 GREENWAY I 6Pmmm I IPHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601 AND DRAINAGE P LAN S
This document, together with the concepts and designs presented herein, as an instrument of service, is Klmley)))Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 131 104 1 I

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� 500 -YR FLOOD �n
G
o
I� II
I +
OUNN a► 3 F= SITE 7
cc _
I
\�� I I �� TB DUNN CREEK z
rn
I I0
BZ 1 ------ I I c- – ---------
------
-------- I
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C•S rBJ �0 F 1=
TI TB m �y \ TB i
C�p��%�� I ICU TB i8 TB `TB/ Tem\.SB'C • S `TB DUB CREEK TB/TB N
• iN _
2 � -
BZ �;
Fl5
I
F _
E _
'
-UTILITY V EASEMENT \
EXISTING 20' TO�'IF S�
-'RMANENT EASEMENT `�' F / _ DB 2491 PG. 478 , l
PE M 1976. PG. 14 OF 28 RIP RAP ?o / — I / Q _
F — —— _____ FW IIII ,��_�/ s�� r C T
\ P PROPOSE MANEN 3 1 I
PROPOSED PERMANENT _ S 1 30' CITY ALEIGH -_
F
\ EASEMENT P — — T • t i EASE ENT 3�
PE— — P � I .. �) � i �BM 2013. PG. 629 3
3 rn
S _ _
�� _ INV r-
PE — ° _ — 286.01 II
`b-�— 0-1
cn
----- - -- - -- ° ITC)
9 }6 GRAVE
s�.j INV =
°° ' 286.96
I
MATCHLINE -Yl- STA I2+00 (SEE SHEET 6)
- STR 9
0
E 7 <1
10 50 2
ITE 9 •
o TB
STREAM 4 x
o � o
\fix
�e SITE 8T,
DUNN
qREE
TB TB e/2BZCZ
i
\ \
• ,`� //// \ J1• _ 3 EXISTING 20' TQ F 3 yS F /� — P
F UTILITY EASE T PE E
OnSS
B 24
C_ Lor
PE-
- �E
\ � PROPOSED PERMANEI9I- —
_^ _ _ — ` 30' CITY nF •RALEIGH
\l•—PE
PERMIT DRAWING}
SHEET 5 OF 14 000,
PERMANENT IMPACTS ZONE 1
o°
\\\\\\ PERMANENT IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
DENOTES LIMITS OF /
DISTURBED AREA
PREPARED IN THE OFFICE OF:
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
Kimley»>Horn
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2017
s
00\1\
n
DUNN CREEK
RI� H BY \
� FV
EXISTING 30' TOF O \ o
SANITARY SEER EASEMENT o
BM 1998, PG.1730 -1731 Z /Q�
` ,) �l
� V
GREENWAY
AND DRAINAGE PLANS
HORIZ PROJECT
20 0 40
VERT
2 0 4
JOB NUMBER:
DUNN CREEK GREENWAY
PHASE 3
SHEET NUMBER°
0 1 13 1 104 1
2

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0
500 -YR FLOOD
A �W (9 l l
-
II
Pal
DUNN-- a ► 3 , SITE 7
/ _ R
AXI►��� �,���,,,
DUNN CREEK- - - z
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F
6\ ,E _BZ 2
/--
lost
F ,
- -- -
/ da°2�NT
XS
_ _
TING 20-T9 F $
R�IANENT EASEMENT W F / — - — - —
-f
Q - — PF 1976, G. 14 OF 28 R
8 ^ i — — r`�1•.i
7-37—_
rjT
— — _ PROPOSED PEF;IIANE- _ JAZ _
/rnT
$ — - j ../ / / / 3D-GI3
EATLEIGH / _ — — — —_ — — / 3—
B
— - — --` — . X86:01 / �/•/
.1329- _—��-
— r
=-GRAVEL;-
_ INV =
286.96
am 9je
— — — — — — — —
—wr< _ — —_ —_ — — — — soE-
_ �\ _ — — — --
MATCHLINE -Yl- STA I2+00 (SEE SHEET 6)
- STR 9
E 7 Q, _ l TF 10 ---50 2
r /
I'D
ITE 9 —
STREAM 4 � x
�X F
SITE 8
��►33a� NNt$�r6_— — /Z_ � m
TB�TB
C- TB TB
/ r O Z:f
tiDUNN REE t� — — ' ` vvv.
V A v�TB 1 — — A\�\F z \\A .
BZ_ - ----- — \
o
F m
F/ LiANG EA' TM 3/ %
1i s T -065— SS F E
dza
PE -
TR �\
3
DUNN CREEK �e �►'`a�.
PERMIT DRAWINGv� _---v�Vv�`�
SHEET OF 14 _—_ __` \�\�\�\� \\\—�/ _— — __— --—� -— � \
1 \ �l . 1 \\\ �\ _ _ _ _ _ / / i _ — EXISTING 30' Tot
O F -��
sAN17ARr SEER EA EVENT 1 \ \ xO
1998. PG. 1730-1731
PERMANENT IMPACTS ZONE 1 -�� —� �
/ C
VA\\\\ PERMANENT IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
\ a \'�
TEMPORARY IMPACTS ZONE 2 �C�\
DENOTES LIMITS OF �P
DISTURBED AREA /
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc„ 2017
PREPARED IN THE OFFICE OF:
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
i m RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2017
GREENWAY
AND DRAINAGE PLANS
HORIZ PROJECT
20 0 40
VERT
2 0 4
JOB NUMBER:
DUNN CREEK GREENWAY
PHASE 3
0 1 13 1 104 1
SHEET NUMBER°
2

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0
N
N
.C1TF.
_SI
..
4.5' FENCE l� I I - ��- '­'' - - __ TE 18
000000000/ 0Ziff A'1W
PAP I WIN 5�
dWAZ
B� TB�TB-TB 78'78_78�VH��K
TB�TB �TB TB- re raj
------ --' 100 -YR FOOD
—100 -YR
F1 OOD
FOOD
PERMIT
DRAWING
SHEET
7 OF 14
PERMANENT
IMPACTS ZONE 1
PERMANENT
IMPACTS ZONE 2
TEMPORARY
IMPACTS ZONE 1
TEMPORARY
IMPACTS ZONE 2
DENOTES LIMITS OF
DISTURBED AREA
w
Dr
MIR
V1
rn
rn
N
500 -YR FLOOD
STREAM 7
,SITE
Tye = 317.25' �
/-INV
95.45
Thy = 3 .25'
TW = 314 58'
K
RETAINI L
Tye = 3 7.87'
17z
'7I
ASPHALT
i
N = 811,413.5490
E = 2,150,382.7846
ELEV. = 317.54'
// `_'
.1.7
BBM GPS °II
Q //�
(5,v
317�3'
IIJJJ'�
RT +/-INV =
299.06
T +/-INV =
295.60
Tye = 131 .25' ; n
RIP RAP EMBANKMENT PROTECTION
STABILIZATION TMJ = 313.55'
205 SF_JD.4E��MT IMPACT
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 GREENWAY I 6Pmmm I IPHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601 AND DRAINAGE P LAN S
This document, together with the concepts and designs presented herein, as an instrument of service, is Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 1 1 1 1 0 1 131 104 1 3

O
0
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N
N
i
PERMIT
DRAWING
SHEET
8 OF 14
PERMANENT
IMPACTS ZONE 1
\\\\\\
PERMANENT
IMPACTS ZONE 2
TEMPORARY
IMPACTS ZONE 1
TEMPORARY
IMPACTS ZONE 2
DENOTES LIMITS OF
DISTURBED AREA
SITE
4.5' METAL FENCE _
_ - \
SITE 18
4.5' METAL FENCE — \ _ / •y _ — \ \
F — — — —— F-
-
F — —
—
,cam— — —
`cit
_ —
\ / \ ' _ STB EXISTING 30' TOITARY SE*ER F
/ENT
� J�/ SAHB� 1998. G.1i730-1731
TB TB�
TB�TB TB T
100 -YR
FLOOD
500 YR FLOOD
i
N
1 re \ I
`B \
�00-YP, FLC)C,
STREAM 7
SITE
ASPHALT
v
\ T 317�3'
CC
U
+/-INV
295.45 / 9 '� +/-INV =
Thy = 317.25' C� \ 299.06
T�I = 314.58' l E�FRT +/-INV =
295.60
K
RETAINI L
Tye = 307.87'
X22
Tye = 31 .25'
TMJ = 313.55'
.1.7
BBM GPS °11
N = 811,413.5490
E = 2.150,382.7846
ELEV. = 317.54'
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 GREENWAY I 6Pmmm I IPHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601 AND DRAINAGE P LAN S
This document, together with the concepts and designs presented herein, as an instrument of service, is Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 1 1 1 1 01 131 1041 3

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S _ �.� ."":'�= ;� �►mo i'' ///////��I.w�oo' #— �'�
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___- - -
4417
F.
STREAM 9
r t 8Z
9 W*
_ \�
4 1 P 4 7
1. TB -•\00
\ TB Je
TB-
"l.J
I� x x --x- TB
Q � 4' MET E � ^^ �
TE 10 BZ
x�� \ F
82� F
2 STREAM 9 - BZ � - % , �~
SIE 11 � • BZ'
SITE 12
�Ta
C
S TE 13 TB
O
yp
IMP
PERMIT DRAWING
SHEET 9 OF 14
sip
Ar
ho
70
335.03MA-
SI I
PREPARED IN THE OFFICE OF
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
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This document, together with the concepts and designs presented herein, as an instrument of service, is I M Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
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