HomeMy WebLinkAboutPacket 05-21-13
Harvest Bible Chapel
(located in The Legacy)
Docket No. 13040011 DP/ADLS
DEVELOPMENT PLAN / ADLS
CITY OF CARMEL, INDIANA
May 21, 2013
Carmel Plan Commission
Applicant: Harvest Bible Chapel
of North Indianapolis, Inc.
Attorneys – Nelson & Frankenberger, P.C.
Attn: Charles D. Frankenberger, Attorney
844-0106
Attn: Jon C. Dobosiewicz
Professional Land Planner
844-0106
TABLE OF CONTENTS
1. Explanation of Request
2. Site Maps / Aerial Photographs
3. Color Site Plan
- Overall Development Plan
- Site Layout on Aerial
4. Phase 1 Site Plan
5. Building Architecture
- Elevations
- Floor Plans
6. Building Perspectives
7. Engineered Landscape Plan
8. Lighting Plan
- Photometric Plan
- Lighting Fixtures
9. Signage Details
10. Engineered Development Plan
TAB 1
TAB 2
Harvest Bible Chapel -Carmel
Site Location Map / Aerial Photograph
146th Street
Co
m
m
u
n
i
t
y
D
r
i
v
e
NORTH
SITE
12 Acre
Parcel
5Acre
Parcel
TAB 3
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
7 ?3URMHFWV?&DUPHO,1+DUYHVW%LEOH&KDSHO?'HVLJQ,PDJHU\?'HVLJQ'HYHORSPHQW?6LWH?FDUPHOVLWHUYW 30
$SSURYHU&KHFNHU 'HVLJQHU $XWKRU +$59(67%,%/(&+$3(/&$50(/,1',$1$$5&+,7(&785$/68%0,77$/6(70$67(53/$1 $6&$/(
0$67(53/$1&2/25
'DWH3URMHFW1R'HVLJQHG%\'UDZQ%\&KHFNHG%\$SSURYHG%\'(6,*17($06HDO&RQVXOWDQW 3URMHFW6WDWXV 6KHHW1R125(9,6,216 '$7(&200(17ZZZ9LVLRQHHULQJ6WXGLRVFRP 0DLQ6W6XLWH,UYLQH&$ 7KHVHGUDZLQJVDQGRUWKHDFFRPSDQ\LQJVSHFLILFDWLRQVDVLQVWUXPHQWVRIVHUYLFHDUHWKH H[FOXVLYHSURSHUW\RIWKH$UFKLWHFWDQGWKHLUXVHDQGSXEOLFDWLRQVKDOOEHUHVWULFWHGWRWKHRULJLQDO VLWHIRUZKLFKWKH\ZHUHSUHSDUHG5HXVHUHSURGXFWLRQVRUSXEOLFDWLRQVE\DQ\PHWKRGLQZKROH RULQSDUWLVSURKLELWHGH[FHSWE\ZULWWHQSHUPLVVLRQIURPWKH$UFKLWHFW7LWOHWRWKHVHSODQVDQG RUVSHFLILFDWLRQVVKDOOUHPDLQZLWKWKH$UFKLWHFWZLWKRXWSUHMXGLFHDQGYLVXDOFRQWDFWZLWKWKHP VKDOOFRQVWLWXWH3ULPD)DFLDHYLGHQFHRIDFFHSWDQFHRIWKHVHUHVWULFWLRQV
7 ?3URMHFWV?&DUPHO,1+DUYHVW%LEOH&KDSHO?'HVLJQ,PDJHU\?'HVLJQ'HYHORSPHQW?6LWH?FDUPHOVLWHUYW $0
$SSURYHU&KHFNHU 'HVLJQHU $XWKRU +$59(67%,%/(&+$3(/&$50(/,1',$1$$5&+,7(&785$/68%0,77$/6(76,7(',$*5$0 $
TAB 4
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
7 ?3URMHFWV?&DUPHO,1+DUYHVW%LEOH&KDSHO?'HVLJQ,PDJHU\?'HVLJQ'HYHORSPHQW?6LWH?FDUPHOVLWHUYW 30
$SSURYHU&KHFNHU 'HVLJQHU $XWKRU +$59(67%,%/(&+$3(/&$50(/,1',$1$$5&+,7(&785$/68%0,77$/6(7$5&+,7(&785$/6,7(3/$1 $6&$/(
3+
$
6
(
6
,
7
(
3
/
$
1
&
2
/
2
5
TAB 5
4'66"
18'60"
28'67"
20'60"
22'66"
27'66"
A D B C A D A B
F
T E X T
WINDOW SIGN
LOCATION 6 30%
OF TOTAL AREA.
11'66"
27'66"
DABE
28'67"
20'60"
14'60"
12'60"
WINDOW SIGN
LOCATION 6 30%
OF TOTAL AREATEXT
24 2526
Date
Project No.
Designed By
Drawn By
Checked By
Approved By
DESIGN TEAM
Seal
Consultant
Project Status
Sheet No.
NO.
REVISIONS
DATECOMMENT
www.VisioneeringStudios.com
820 16TH STREET, SUITE 420
DENVER, CO 80203
These drawings and/or the accompanying specifications as instruments of service are the
exclusive property of the Architect and their use and publication shall be restricted to the original
site for which they were prepared. Re6use reproductions or publications by any method, in whole
or in part, is prohibited except by written permission from the Architect. Title to these plans and
or specifications shall remain with the Architect without prejudice and visual contact with them
shall constitute Prima Facia evidence of acceptance of these restrictions.
C:
\
U
s
e
r
s
\
r
e
d
d
y
\
D
o
c
u
m
e
n
t
s
\
A
C
a
r
m
e
l
W
o
r
s
h
i
p
A
d
m
i
n
C
E
N
T
R
A
L
_
r
e
d
d
y
.
r
v
t
5/
7
/
2
0
1
3
4
:
3
5
:
5
2
P
M
RE
JW
0561062013
RB
BA
292
HA
R
VE
S
T
B
I
B
L
E
C
H
A
PE
L
CARMEL, IN
ARCHITECTURAL
SUBMITTAL SET
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
&
B
L
D
G
1&
N
O
R
T
H
&
E
A
S
T
A3&0
MATERIALS LEGEND
A.
B.
C.
D.
E.
MATERIALS:
A. PRECAST CONCRETE PANELS
B. BRICK INLAY
C. STOREFRONT
D. RECLAIMED WOOD PANELS
E. RIBBED METAL PANELS
F. SMOOTH METAL PANELS
CONCEPTUAL MONUMENT
SIGN DESIGN
SIGNAGE 6 6'68" WIDE X 4'66" TALL = 30SF
SCALE
1" = 10'60"NORTH ELEVATION 6 BUILDING 1 1
SCALE
1" = 10'60"EAST ELEVATION 6 BUILDING 1 2
LOUVERED MECHANICAL SCREEN CONCEPT
28'67"
14'60"
27'66"
11'66"
C A B E
F
2425 26
28'67"
18'60"
20'
4'66"
B AEDCA
F
Date
Project No.
Designed By
Drawn By
Checked By
Approved By
DESIGN TEAM
Seal
Consultant
Project Status
Sheet No.
NO.
REVISIONS
DATECOMMENT
www.VisioneeringStudios.com
820 16TH STREET, SUITE 420
DENVER, CO 80203
These drawings and/or the accompanying specifications as instruments of service are the
exclusive property of the Architect and their use and publication shall be restricted to the original
site for which they were prepared. Re6use reproductions or publications by any method, in whole
or in part, is prohibited except by written permission from the Architect. Title to these plans and
or specifications shall remain with the Architect without prejudice and visual contact with them
shall constitute Prima Facia evidence of acceptance of these restrictions.
C:
\
U
s
e
r
s
\
r
e
d
d
y
\
D
o
c
u
m
e
n
t
s
\
A
C
a
r
m
e
l
W
o
r
s
h
i
p
A
d
m
i
n
C
E
N
T
R
A
L
_
r
e
d
d
y
.
r
v
t
5/
7
/
2
0
1
3
4
:
3
5
:
5
4
P
M
RE
JW
0561062013
RB
BA
292
HA
R
VE
S
T
B
I
B
L
E
C
H
A
PE
L
CARMEL, IN
ARCHITECTURAL
SUBMITTAL SET
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
&
B
L
D
G
1&
S
O
U
T
H
&
W
E
S
T
A3&1
MATERIALS LEGEND
A.
B.
C.
D.
E.
MATERIALS:
A. PRECAST CONCRETE PANELS
B. BRICK INLAY
C. STOREFRONT
D. RECLAIMED WOOD PANELS
E. RIBBED METAL PANELS
F. SMOOTH METAL PANELS
SCALE
1" = 10'60"WEST ELEVATION 6 BUILDING 1 1
SCALE
1" = 10'60"SOUTH ELEVATION 6 BUILDING 1 2
16' 6 0"
12' 6 0"
B
D
C A D
TEXT
WINDOW SIGN
LOCATION 6 30%
OF TOTAL AREA
16' 6 0"
A B DC
Date
Project No.
Designed By
Drawn By
Checked By
Approved By
DESIGN TEAM
Seal
Consultant
Project Status
Sheet No.
NO.
REVISIONS
DATECOMMENT
www.VisioneeringStudios.com
820 16TH STREET, SUITE 420
DENVER, CO 80203
These drawings and/or the accompanying specifications as instruments of service are the
exclusive property of the Architect and their use and publication shall be restricted to the original
site for which they were prepared. Re6use reproductions or publications by any method, in whole
or in part, is prohibited except by written permission from the Architect. Title to these plans and
or specifications shall remain with the Architect without prejudice and visual contact with them
shall constitute Prima Facia evidence of acceptance of these restrictions.
C:
\
U
s
e
r
s
\
r
e
d
d
y
\
D
o
c
u
m
e
n
t
s
\
A
C
a
r
m
e
l
W
o
r
s
h
i
p
A
d
m
i
n
C
E
N
T
R
A
L
_
r
e
d
d
y
.
r
v
t
5/
7
/
2
0
1
3
4
:
3
5
:
5
4
P
M
Approver
Checker
0561062013
Designer
Author
292
HA
R
VE
S
T
B
I
B
L
E
C
H
A
PE
L
CARMEL, IN
ARCHITECTURAL
SUBMITTAL SET
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
&
B
L
D
G
2&
N
O
R
T
H
&
E
A
S
T
A3&2
MATERIALS LEGEND
A.
B.
C.
D.
E.
MATERIALS:
A. PRECAST CONCRETE PANELS
B. BRICK INLAY
C. STOREFRONT
D. RECLAIMED WOOD PANELS
E. RIBBED METAL PANELS
F. SMOOTH METAL PANELS
SCALE
1" = 10'60"NORTH ELEVATION 6 BUILDING 2 1
SCALE
1" = 10'60"EAST ELEVATION 6 BUILDING 2 2
16' 6 0"
A B
16' 6 0"
ACBWINDOW SIGN
LOCATION 6 30%
OF TOTAL AREA
TEXT
Date
Project No.
Designed By
Drawn By
Checked By
Approved By
DESIGN TEAM
Seal
Consultant
Project Status
Sheet No.
NO.
REVISIONS
DATECOMMENT
www.VisioneeringStudios.com
820 16TH STREET, SUITE 420
DENVER, CO 80203
These drawings and/or the accompanying specifications as instruments of service are the
exclusive property of the Architect and their use and publication shall be restricted to the original
site for which they were prepared. Re6use reproductions or publications by any method, in whole
or in part, is prohibited except by written permission from the Architect. Title to these plans and
or specifications shall remain with the Architect without prejudice and visual contact with them
shall constitute Prima Facia evidence of acceptance of these restrictions.
C:
\
U
s
e
r
s
\
r
e
d
d
y
\
D
o
c
u
m
e
n
t
s
\
A
C
a
r
m
e
l
W
o
r
s
h
i
p
A
d
m
i
n
C
E
N
T
R
A
L
_
r
e
d
d
y
.
r
v
t
5/
7
/
2
0
1
3
4
:
3
5
:
5
5
P
M
Approver
Checker
0561062013
Designer
Author
292
HA
R
VE
S
T
B
I
B
L
E
C
H
A
PE
L
CARMEL, IN
ARCHITECTURAL
SUBMITTAL SET
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
&
B
L
D
G
2&
S
O
U
T
H
&
W
E
S
T
A3&3
MATERIALS LEGEND
A.
B.
C.
D.
E.
MATERIALS:
A. PRECAST CONCRETE PANELS
B. BRICK INLAY
C. STOREFRONT
D. RECLAIMED WOOD PANELS
E. RIBBED METAL PANELS
F. SMOOTH METAL PANELS
SCALE
1" = 10'60"SOUTH ELEVATION 6 BUILDING 2 1
SCALE
1" = 10'60"WEST ELEVATION 6 BUILDING 2 2
DN
DN
221 SF
AVL ROOM
143
818 SF
PLATFORM
141
336 SF
WOMENS
107
213 SF
MENS
106
53 SF
STOR
145
175 SF
GIRLS
129
175 SF
BOYS
128
907 SF
4 YR OLDS
126
717 SF
3 YR OLDS
125
729 SF
2 YR OLDS
123
706 SF
1 YR OLDS
122
150 SF
SPECIAL NEEDS
127
710 SF
NURSERY
121
36 SF
TOILET
124
274 SF
INFO
103
152 SF
CHECK&IN
133
285 SF
CAFE
132
64 SF
VEST
104
136 SF
VEST
102
WORSHIP CENTER
140
79 SF
STOR
131
103 SF
ELECTRICAL
130
182 SF
COUNSELING
OFFICE
120
74 SF
STOR
144
10
'
6
0
"
10
'
6
0
"
11
'
6
4
"
11
'
6
0
3
/
8
"
8'
6
6
7
/
8
"
12' 6 0 3/8"
10' 6 0 3/8"17' 6 11 5/8"
17
'
6
3
5
/
8
"
8'
6
8
3
/
8
"
20
'
6
4
"
20
'
6
0
"
28
'
6
1
0
1
/
2
"
24
'
6
1
1
/
2
"
15
'
6
6
1
/
2
"
4' 6 0 1/2"4' 6 8 3/4"
R 5 0 ' 6 0 "
C
C
I
I
G
G
2523 SF
LOBBY
101
148 SF
VESTIBULE
100
39 SF
FIRE
108
24 SF
STOR
110
4 ' 6 8 "
1 5 ' 6 0 "
4 ' 6 8 "
2 4 ' 6 4 "
28' 6 7 7/8"8' 6 9 1/8"23' 6 7 5/8"5' 6 1 3/8"14' 6 7 1/4"4' 6 1 7/8"32' 6 10 7/8"29' 6 3 1/4"
5'
6
4
"
181' 6 11 1/4"
2' 6 0"83' 6 4 1/4"41' 6 7 1/2"54' 6 11 1/2"
20' 6 8"
14
'
6
4
"
30
'
6
9
3
/
4
"
47
'
6
1
1
1
/
4
"
30
'
6
1
1
1
/
4
"
11
'
6
1
0
7
/
8
"
B
B
A
A
D
D
H
H
243 SF
PRAYER
146
541 SF
BACK OF HOUSE
142
45.00°
4 5 .0 0 °
13
5
'
6
1
1
1
/
8
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"
11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
3/4"
6' 6 9 1/4"
3/4"
11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"
11
'
6
1
1
1
/
4
"
E
E
F
F
124B
124A
102A102C
102D 102B
104A
143
130
106
107
126
123
125
131
127
144
104B
145
105
140B
109B
109A
109D109C
108
110
146A
148
147
149
142A
142B 140A
146B
121
122
120
100A
100D100C
100B
133 SF
VESTIBULE
109
46 SF
TOILET
147
27 SF
CLOSET
148
28 SF
CLOSET
149
20 SF
JANITOR
105
12
4
'
6
0
1
/
4
"
181' 6 11 1/4"
2' 6 0"93' 6 0 5/8"24' 6 8 1/2"62' 6 2 1/8"
9 3/4"
1' 6 2 1/4"
3' 6 8"69' 6 4"11' 6 9 1/4"13' 6 11 1/4"9' 6 2 3/4"15' 6 7 1/2"7 3/4"54' 6 11"9 3/4"
26
'
6
4
"
97
'
6
8
1
/
4
"
7'
6
8
1
/
8
"
97
'
6
8
1
/
4
"
26
'
6
4
"
9 3/4"4' 6 10 1/4"69' 6 4"11' 6 9 1/4"13' 6 11 1/4"9' 6 2 3/4"15' 6 7 1/2"7 3/4"54' 6 11"9 3/4"
6'
6
0
"
47
'
6
1
1
1
/
4
"
6'
6
0
3
/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
24
25
26
N
True
North
Date
Project No.
Designed By
Drawn By
Checked By
Approved By
DESIGN TEAM
Seal
Consultant
Project Status
Sheet No.
NO.
REVISIONS
DATECOMMENT
www.VisioneeringStudios.com
820 16TH STREET, SUITE 420
DENVER, CO 80203
These drawings and/or the accompanying specifications as instruments of service are the
exclusive property of the Architect and their use and publication shall be restricted to the original
site for which they were prepared. Re6use reproductions or publications by any method, in whole
or in part, is prohibited except by written permission from the Architect. Title to these plans and
or specifications shall remain with the Architect without prejudice and visual contact with them
shall constitute Prima Facia evidence of acceptance of these restrictions.
C:
\
U
s
e
r
s
\
r
e
d
d
y
\
D
o
c
u
m
e
n
t
s
\
A
C
a
r
m
e
l
W
o
r
s
h
i
p
A
d
m
i
n
C
E
N
T
R
A
L
_
r
e
d
d
y
.
r
v
t
5/
7
/
2
0
1
3
4
:
3
5
:
5
0
P
M
RE
JW
0561062013
RB
BA
292
HA
R
VE
S
T
B
I
B
L
E
C
H
A
PE
L
CARMEL, IN
ARCHITECTURAL
SUBMITTAL SET
FL
O
O
R
P
L
A
N
&
B
L
D
G
1
A2.1SCALE
1/8" = 1'60"BLDG 1 6 DIMENSIONED PLAN 1
ROOM SCHEDULE
NumberName
Occupant
Load Area
100VESTIBULE148 SF
101LOBBY1592523 SF
102VEST136 SF
103INFO19274 SF
104VEST64 SF
105JANITOR20 SF
106MENS213 SF
107WOMENS336 SF
108FIRE139 SF
109VESTIBULE133 SF
110STOR124 SF
120COUNSELING OFFICE2182 SF
121NURSERY36710 SF
1221 YR OLDS36706 SF
1232 YR OLDS35729 SF
124TOILET36 SF
1253 YR OLDS36717 SF
1264 YR OLDS46907 SF
127SPECIAL NEEDS8150 SF
128BOYS175 SF
129GIRLS175 SF
130ELECTRICAL1103 SF
131STOR179 SF
132CAFE6285 SF
133CHECK6IN152 SF
140WORSHIP CENTER8075827 SF
141PLATFORM62818 SF
142BACK OF HOUSE29541 SF
143AVL ROOM5221 SF
144STOR174 SF
145STOR153 SF
146PRAYER15243 SF
147TOILET46 SF
148CLOSET27 SF
149CLOSET28 SF
150Room66Not
Enclosed
150VESTIBULE107 SF
151CIRCULATION1085 SF
152CLASSROOM15289 SF
153Room Not Placed
153CLASSROOM14279 SF
154GROUP ROOM48723 SF
155Room Not Placed
155BOYS147 SF
156GIRLS144 SF
157GROUP ROOM661008 SF
158CLOSET45 SF
159GROUP ROOM65976 SF
160CLOSET38 SF
170RECEPTION433 SF
171OFFICE119 SF
172CONF ROOM262 SF
173OFFICE173 SF
174ELEC/IT47 SF
175OFFICE160 SF
176FIRE 47 SF
179Room Not Placed
180OPEN OFFICENot Placed
180OPEN WORK AREA1017 SF
181COPY23 SF
182BREAK108 SF
183OFFICE121 SF
184OFFICE129 SF
185HALLWAY1868 SF
REF.
R
R
N
N
L
L
M
M
K
K
J
J
1010
1111
1212
1313
1414
1515
1616
1717
1818
Q
Q
P
P
WOOD TRELLIS
GROUP ROOM
154
CLASSROOM
153
CLASSROOM
152
OFFICE
171
173 SF
OFFICE
173
160 SF
OFFICE
175
OPEN WORK
AREA
180129 SF
OFFICE
184
121 SF
OFFICE
183
CIRCULATION
151
VESTIBULE
150
GIRLS
156
BOYS
155
CLOSET
158
CLOSET
160
GROUP ROOM
159
GROUP ROOM
157
CONF ROOM
172
BREAK
182
RECEPTION
170
COPY
181
35
'
6
1
1
/
2
"
12
'
6
8
1
/
4
"
12
'
6
0
"
12
'
6
0
"
3'
6
8
3
/
8
"
8'
6
3
5
/
8
"
10
'
6
6
"
1'
6
6
"
35
'
6
1
1
/
2
"
60
'
6
9
3
/
4
"
9
3
/
4
"
13
'
6
1
1
"
19
'
6
2
"
26
'
6
1
1
/
4
"
9
3
/
4
"
12
'
6
0
"
14' 6 0"1' 6 4"49' 6 9 1/2"7' 6 4 1/2"20' 6 6"21' 6 0"
11' 6 11 1/4"3/4"9' 6 9 3/4"
5' 6 0 3/8"
3/4"
11' 6 11 1/4"
3/4"
5' 6 0 3/8"
11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"
9
3
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
47 SF
FIRE
176
3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/
4
"
11
'
6
1
1
1
/
4
"
3/4"1' 6 8"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"11' 6 11 1/4"3/4"
47 SF
ELEC/IT
174
Date
Project No.
Designed By
Drawn By
Checked By
Approved By
DESIGN TEAM
Seal
Consultant
Project Status
Sheet No.
NO.
REVISIONS
DATECOMMENT
www.VisioneeringStudios.com
820 16TH STREET, SUITE 420
DENVER, CO 80203
These drawings and/or the accompanying specifications as instruments of service are the
exclusive property of the Architect and their use and publication shall be restricted to the original
site for which they were prepared. Re6use reproductions or publications by any method, in whole
or in part, is prohibited except by written permission from the Architect. Title to these plans and
or specifications shall remain with the Architect without prejudice and visual contact with them
shall constitute Prima Facia evidence of acceptance of these restrictions.
C:
\
U
s
e
r
s
\
r
e
d
d
y
\
D
o
c
u
m
e
n
t
s
\
A
C
a
r
m
e
l
W
o
r
s
h
i
p
A
d
m
i
n
C
E
N
T
R
A
L
_
r
e
d
d
y
.
r
v
t
5/
7
/
2
0
1
3
4
:
3
5
:
5
2
P
M
Approver
Checker
0561062013
Designer
Author
292
HA
R
VE
S
T
B
I
B
L
E
C
H
A
PE
L
CARMEL, IN
ARCHITECTURAL
SUBMITTAL SET
FL
O
O
R
P
L
A
N
&
B
L
D
G
2
A2.3SCALE
1/8" = 1'60"BLDG 2 6 DIMENSIONED PLAN 1
TAB 6
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
& ?8VHUV?UHGG\?'RFXPHQWV?$&DUPHO:RUVKLS$GPLQ&(175$/BUHGG\UYW 30
$SSURYHU&KHFNHU 'HVLJQHU $XWKRU +$59(67%,%/(&+$3(/&$50(/,1 $5&+,7(&785$/68%0,77$/6(73(563(&7,9(9,(:6 $
9,
(
:
)
5
2
0
1
2
5
7
+
(
$
6
7
&
2
5
1
(
5
2
)
6
,
7
(
9,(:)520(175<'5,9(
TAB 7
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
80
0
L
a
n
d
s
c
a
p
e
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
3
:
5
6
P
M
/
Er
i
k
LA
N
D
S
C
A
P
E
P
L
A
N
NO
R
T
H
1-800-382-5544 or 811
Landscape Designers & Consultants
(800) 680 6630
301 McCullough Drive, 4th Floor,
Charlotte, NC 28262
www.landscape-consultants.net
CANOPY TREES
UNDERSTORY TREES
LANDSCAPE LEGEND
TAB 8
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
90
0
P
h
o
t
o
m
e
t
r
i
c
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
3
:
5
7
P
M
/
Du
s
t
i
n
PH
O
T
O
M
E
T
R
I
C
P
L
A
N
NO
R
T
H
1-800-382-5544 or 811
| Bollards
SPECIFICATIONS
ORDERING INFORMATION
642
FEATURES
Information contained herein is subject to change without notice.
EXAMPLE OSA6R - LED*PH2000/40K - AC - FT - DBR - AB - OPTIONS - ED*AD - UNV
WWWWWWWWW
SERIES LED SHIELD/ HOUSING FINISH ANCHOR OPTIONS DRIVER VOLTAGE
PACKAGE REFLECTOR TOP OPTIONS BOLTS
OSA6R | OSA8R
OSA SERIES Round Aluminum Bollard – LED
LGV41464.122612MP
•LEDs provide high-efficacy, good color
rendering, a variety of color options,
and 50,000 hours rated life (L70).
•Utilizes Zhaga standard spotlight
module.
•Round aluminum bollard features a
highly reflective bowl reflector with
color-matched trim for effective light
distribution and pleasing appearance
day or night.
•Available with flat or dome top.
•Light engine and driver system by
Philips.
•Up to 2000-lumen module.
•80 CRI minimum.
•2700K, 3000K, 3500K, and 4000K color
temperatures.
•Finned, extruded aluminum heat sink
for maximum heat dissipation.
•This fixture is proudly made in the USA.
SERIES
OSA6R 6” Round Aluminum Bollard – LED
OSA8R 8” Round Aluminum Bollard – LED
LED PACKAGE
Must specify from available lumen packages listed
below.
Catalog NumberLumensCCT
Max.
System
Wattage
LED*PH1100/27K 11002700K18.5
LED*PH1100/30K 11003000K17.5
LED*PH1100/35K 11003500K17.2
LED*PH1100/40K 11004000K15.5
LED*PH2000/27K 20002700K30.1
LED*PH2000/30K 20003000K27.8
LED*PH2000/35K 20003500K27.6
LED*PH2000/40K 20004000K24.6
SHIELD/REFLECTOR
AC Acrylic lens with bowl reflector
HOUSING TOP
DT Dome top
FT Flat top
FINISH OPTIONS
BLK Black (RAL #9004)
DBR Dark bronze (Protech #PC21462)
GRAY Standard gray (Protech #PC18367)
GRN Green (RAL #6005)
SLV Satin aluminum (RAL #9006)
WHT White (RAL #9003)
RAL#____ Specify custom color
ANCHOR BOLTS
AB1 Anchor bolts (3 each, shipped with
fixture)1
LAB Less anchor bolts
PAB 1 Pre-shipped anchor bolts (3 each)1
OPTIONS
SF Single fuse (120V, 277V, or 347V
only; must specify voltage)
DF Double fuse (208V, 240V, or 480V
only; must specify voltage)
DRIVER
ED*AD Advance Xitanium LED driver
prewired for non-dimming
applications
EDD*AD Advance Xitanium LED dimming
driver prewired for 0-10V controls
VOLTAGE
120 120V
208 208V
240 240V
277 277V
UNV 120-277V
347 347V
480 480V
1 Three 3/8” x 12” cast-in galvanized steel anchor J-bolts.
Mounting template included.
43-1/2”
ø8”
37-5/8”
LIGHT
CENTER
HEIGHT
OSA8R
40”
ø6”
38”
LIGHT
CENTER
HEIGHT
OSA6R
•Housing – Fabricated aluminum, min. .125” thick.
•Housing Top – Spun aluminum, min. .125” thick.
•Shield – UV stabilized clear acrylic cylinder
sealed with silicone. Type V distribution.
•Reflector – Spun aluminum upper and lower
reflectors with clear specular finish.
•Finish – Super durable polyester powder
coat bonded to phosphate-free, multi-stage
pretreated metal, meets and exceeds AAMA 2604
specifications for outdoor durability.
•LED Module & Driver – Philips Fortimo SLM
Gen 2 light engine with Xitanium constant current,
class 2 driver.
•Electrical – Prewired at factory for easy field
installation. Rated -40ºF minimum starting
temperature.
•Mounting – Three-point cast aluminum base.
For accurate installation a full-scale mounting
template is provided with every bollard and anchor
bolt order.
•Labels – CETLUS conforms to UL STD 1598 and UL
STD 8750; Certified to CAN/CSA STD C22.2 No.
250.0. Suitable for wet locations.
•Warranty – 5-Year Parts Warranty provided by
Philips on LED light engine and driver system.
| Area Lights
ORDERING INFORMATION
442 Information contained herein is subject to change without notice.
SPECIFICATIONS
FEATURES
EXAMPLE OBSH27 - 1000PSMH120 - T3 - DBR - OPTIONS
t t t t t SERIES ELECTRICAL DISTRIBUTION FINISH OPTIONS/ PACKAGE OPTIONS ACCESSORIES
SERIES
OBSH18 18” Round Yoke-Mount–Horizontal Lamp (EPA: 1.25/Weight: 31 Lbs.)
OBSH24 24” Round Yoke-Mount–Horizontal
Lamp (EPA: 1.94/Weight: 47 Lbs.)
OBSH27 27” Round Yoke-Mount–Horizontal
Lamp (EPA: 2.48/Weight: 69 Lbs.)
OBSV18 18” Round Yoke-Mount–Vertical Lamp (EPA: 1.35/Weight: 31 Lbs.)
OBSV24 24” Round Yoke-Mount–Vertical
Lamp (EPA: 2.11/Weight: 47 Lbs.)
OBSV27 27” Round Yoke-Mount–Vertical
Lamp (EPA: 2.72/Weight: 69 Lbs.)
ELECTRICAL PACKAGE1 (Must specify)
See page 437 for complete electrical
package offering.
PULSE START METAL HALIDE
OBSH18 Up to 250-watt/480V
OBSH24 Up to 400-watt/480V
OBSH27 Up to 1,000-watt/480V
OBSV18 Up to 250-watt/480V
OBSV24 Up to 400-watt/480V
OBSV27 Up to 1,000-watt/480V
HIGH PRESSURE SODIUM
OBSH18 Up to 250-watt/480V
OBSH24 Up to 400-watt/480V
OBSH27 Up to 1,000-watt/480V
OBSV18 Up to 250-watt/480V
OBSV24 Up to 400-watt/480V
OBSV27 Up to 1,000-watt/480V
DISTRIBUTION (Must specify)
T2 Type II
T3 Type III
TFT Type forward throw (OBHS only)
T5 Type V
FINISH OPTIONS (Must specify)
BLK Black (RAL #9004)
DBR Dark bronze (Protech #PC21462)
GRAY Standard gray (Protech #PC18367)
GRN Green (RAL #6005)
SLV Satin aluminum (RAL #9006)
WHT White (RAL #9003)
RAL#____ Specify custom color
OPTIONS
SF Single fuse (120V, 277V, or 347V
only; must specify voltage)
DF Double fuse (208V, 240V, or 480V
only; must specify voltage)
ACCESSORIES
DHS Reflector-mounted house shield
(OBSH only)
1 Lamp sockets are “medium base” for lamp wattages of
150 and below, “mogul base” for lamp wattages of 250
and above.
OBSH | OBSV
OBS SERIES Round Dome-Top Yoke-Mount Area Light
•Housing – One-piece spun aluminum
housing, .100” wall thickness, with
internal reinforcement and component
bracketing.
•Door – Cast aluminum hinged door
fastened using stainless steel hardware.
•Reflector – Precisely formed, segmented,
95% highly specular aluminum reflector
secured with thumb screws. The reflector
can be rotated in 90º increments allowing
orientation to be altered on-site.
•Lens – Clear, .187” thick high-impact,
heat-resistant tempered glass flat
(OBSH) or drop (OBSV) lens, secured with
retaining clips, sealed with silicone.
•Finish – Super durable polyester powder
coat meets and exceeds AAMA 2604
specifications for outdoor durability.
•Electrical – PSMH: Rated -20ºF minimum
starting temperature. HPS: Rated -40ºF
minimum starting temperature. All PSMH
and HPS electrical packages include
porcelain socket. Core and coil ballast.
Prewired at factory to a disconnect plug
for easy field installation. HX-HPF or CWA
ballast type standard. Lamp is optional,
please specify when ordering.
•Mounting – Yoke mount consists of two
parallel 1” O.D. aluminum tubes formed
and welded to a cast aluminum door and
slip fitter. Mounts on 3” O.D. x 3” tenon
or pole top.
•Labels – cCSAus certified as luminaire
suitable for wet locations.
•Yoke-mount design for pole top mounting.
•HID lamping up to 1,000 watts.
•Spring latches lock hinged fixture housing into
place for easy re-lamping.
•Architecturally designed with a horizontal
reveal.
•90º rotatable reflector allows orientation to be
easily altered on-site.
•Segmented, highly specular aluminum reflector.
•Optional reflector-mounted house shield
available for OBSH Series.
•Removable ballast tray for ease of maintenance
on 24” and 27” fixtures.
•This fixture is proudly made in the USA.
SERIES DIMENSION
A B C
OBSH18/OBSV18 ø18-5/16”25-3/16”21-3/16”
OBSH24/OBSV24 ø24-1/16”30”26”
OBSH27/OBSV27 ø27-7/16”36-1/2”32-1/2”
A
CB
OBSH
B
A
C
OBSV
LGV31218.010911LG
OBSH18 shown
TAB 9
&21&(378$/02180(17
6,*1'(6,*1
6,*1$*(
:,'(;
7$// 6)
8'
6'
2'
8'
25
'
3'
3'9"
DA
T
E
:
S
h
e
e
t
N
u
m
b
e
r
ww
w
.
V
i
s
i
o
n
e
e
r
i
n
g
S
t
u
d
i
o
s
.
c
o
m
20
5
0
M
a
i
n
S
t
.
,
S
u
i
t
e
4
0
0
Ir
v
i
n
e
,
C
A
9
2
6
1
4
05
#
1
0
#
2
0
1
3
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
R
E
N
O
V
A
T
I
O
N
A
N
D
A
D
D
I
T
I
O
N
MU
R
A
L
D
E
S
C
R
I
P
T
I
O
N
M1
AR
C
H
I
T
E
C
T
U
R
A
L
S
U
B
M
I
T
T
A
L
S
E
T
SC
A
L
E
1
/
4
"
=
1
'
0
"
MU
R
A
L
E
X
A
M
P
L
E
1
1
SC
A
L
E
1
/
4
"
=
1
'
0
"
MU
R
A
L
E
X
A
M
P
L
E
2
2
MU
R
A
L
S
P
A
I
N
T
E
D
O
R
V
I
N
Y
L
A
P
P
L
I
E
D
L
E
T
T
E
R
I
N
G
T
O
W
O
O
D
P
A
N
E
L
S
R
E
C
L
A
I
M
E
D
F
R
O
M
E
X
I
S
T
I
N
G
B
U
I
L
D
I
N
G
S
ON
T
H
E
S
I
T
E
.
T
H
I
S
W
O
O
D
W
I
L
L
B
E
R
E
C
O
N
D
I
T
I
O
N
E
D
O
R
SE
A
L
E
D
.
L
E
T
T
E
R
I
N
G
C
O
U
L
D
R
A
N
G
E
F
R
O
M
2
'
0
"
T
O
3
'
9
"
TA
L
L
.
T
H
E
Y
W
I
L
L
N
O
T
I
N
C
L
U
D
E
T
H
E
N
A
M
E
O
R
A
D
D
R
E
S
S
OF
T
H
E
C
H
U
R
C
H
.
L
I
G
H
T
I
N
G
W
I
L
L
B
E
A
T
O
P
M
O
U
N
T
E
D
TY
P
E
A
S
S
H
O
W
N
I
N
T
H
E
P
H
O
T
O
A
D
J
A
C
E
N
T
.
PR
O
P
O
S
E
D
L
I
G
H
T
FI
X
T
U
R
E
T
Y
P
E
TAB 10
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
10
0
T
i
t
l
e
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
5
:
1
6
P
M
/
Er
i
k
TI
T
L
E
S
H
E
E
T
VICINITY MAP
LOCATION MAP
NO
R
T
H
SHEET #SUBJECT
ENGINEER
CROSSROAD ENGINEERS, PC
3417 SHERMAN DRIVE
BEECH GROVE, IN 46107
PHONE: (317) 780-1555
FAX: (317) 780-6525
CONTACT: GREGORY J. ILKO
EMAIL: gilko@crossroadengineers
PLAN INDEX
INDIANAPOLIS
CARMEL
FISHERS
NOBLESVILLE
ZIONSVILLE
UTILITIES
1-800-382-5544 or 811
LEGAL DESCRIPTION
TO
P
O
G
R
A
P
H
I
C
A
L
S
U
R
V
E
Y
&
D
E
M
O
L
I
T
I
O
N
P
L
A
N
TOPOGRAPHICAL NOTES
1-800-382-5544 or 811
NO
R
T
H
EXISTING LEGEND
LEGAL DESCRIPTION
FLOODPLAIN INFORMATION
BENCHMARK INFORMATION
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
20
0
T
o
p
o
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
6
/
2
0
1
3
9
:
5
5
A
M
/
Er
i
k
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
30
0
S
i
t
e
D
i
m
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
1
2
:
0
5
P
M
/
Er
i
k
SI
T
E
D
I
M
E
N
S
I
O
N
SITE DIMENSION LEGEND
SIGNAGE DETAILS
PARKING ANALYSIS
NO
R
T
H
1-800-382-5544 or 811
PROPOSED LEGEND
HANDICAP DETAIL
ACCEPTABLE CHANNELING DEVICES
PLACEMENT OF CHANNELIZING DEVICES
TYPICAL SIGN STANDARD AND
FRONT VIEW SIDE VIEW
FLAGMEN STANDARDS AND PROCEDURES
ROAD CLOSURE SIGN ASSEMBLY
DRUM
RIVER ROAD
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
30
1
U
t
i
l
i
t
y
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
4
:
3
4
P
M
/
Er
i
k
UT
I
L
I
T
Y
P
L
A
N
UTILITIES NOTES
NO
R
T
H
1-800-382-5544 or 811
PROPOSED LEGEND
STR. NO. 1 STR. NO. 2
STR. SS-1 STR. SS-2 STR. SS-3
STR. NO. 3
STANDARD MANHOLE BENCHES
SANITARY SEWERS AND STORM SEWERS
REQUIREMENTS FOR WATER MAINS,
MINIMUM CROSSOVER AND SEPARATION
PLAN
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
STANDARD SANITARY MANHOLE
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
40
0
G
r
a
d
i
n
g
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
9
:
2
9
A
M
/
Er
i
k
GR
A
D
I
N
G
P
L
A
N
NO
R
T
H
1-800-382-5544 or 811
800
GRADING LEGEND
GRADING NOTES
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
50
0
S
t
o
r
m
P
l
a
n
a
n
d
P
r
o
f
i
l
e
s
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
3
:
5
5
P
M
/
Er
i
k
ST
O
R
M
S
E
W
E
R
PL
A
N
A
N
D
P
R
O
F
I
L
E
1-800-382-5544 or 811
PROPOSED LEGEND
10+00 11+00 12+00 13+00
20+00 21+00 22+00 23+00
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
60
0
E
C
P
l
a
n
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
4
:
3
3
P
M
/
Er
i
k
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
NO
R
T
H
1-800-382-5544 or 811
EROSION CONTROL NOTES
800
800
EROSION CONTROL LEGEND
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
SILTSACK INLET FILTER DETAIL
HA
R
V
E
S
T
B
I
B
L
E
C
H
A
P
E
L
&G
X
G
N
Q
R
O
G
P
V
%
Q
P
U
W
N
V
C
P
V
U
6T
C
P
U
R
Q
T
V
C
V
K
Q
P
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
B
r
y
a
n
L
a
c
e
y
\
H
a
r
v
e
s
t
B
i
b
l
e
\
C
a
d
\
P
l
a
n
s
FI
L
E
N
A
M
E
:
IR
R
I
G
A
T
I
O
N
P
L
A
N
-
D
E
T
A
I
L
.
d
w
g
DA
T
E
/
U
S
E
R
:
5/
7
/
2
0
1
3
3
:
5
7
P
M
/
Er
i
k
Landscape Designers & Consultants
(800) 680 6630
301 McCullough Drive, 4th Floor,
Charlotte, NC 28262
www.landscape-consultants.net
IR
R
I
G
A
T
I
O
N
P
L
A
N
1-800-382-5544 or 811