To build a 195' self-supporting tower for wireless purposes ...
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PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-1 PLANNING COMMISSION REPORT Regular Agenda – Public Hearing Item PC Staff Report 12/15/2014 ITEM NO. 1 CONDITIONAL USE PERMIT FOR VERIZON WIRELESS; 1200 BLOCK OF N 850 ROAD (SLD) CUP-14-00451: Consider a Conditional Use Permit for a new 199’ self-supporting communication tower located on the south side of N 850 Rd and the east side of E 1296 Rd in Pleasant Grove. Submitted by James Cardinal on behalf of Horvath Towers and Leo and Sheryl Beier, property owners of record. STAFF RECOMMENDATION: Staff recommends approval of the Conditional Use Permit for a communication tower located in the 1200 Block of N 850 Road and forwarding it to the County Commission for a recommendation of approval. Reason for Request: To build a 195’ self-supporting tower for wireless purposes, also a compound of 70’ by 70’ with (1) proposed shelter and its footprint of 20’ by 30’ ATTACHMENTS 1. Site plan 2. RF Justification Report 3. Map of towers in area 4. Floodplain Map 5. Loren Buntemeyer Communication 6. Marilyn Lynch Commination KEY POINTS • Property is encumbered by regulatory floodplain in the northeast corner of the parent parcel. • Property is located south of the Lawrence Urban Growth Area. ASSOCIATED CASES/OTHER ACTION REQUIRED • Board of County Commissioners’ approval of the Conditional Use. • Submission and approval of a local floodplain development permit to Douglas County if required by County Zoning and Codes Office. • Submission and approval of a local building permit to Douglas County. • Obtain a Conditional Use Permit from Douglas County. PUBLIC COMMENT • Public communication regarding location of proposed tower • Email from Loren Buntemeyer in favor of application • Phone call from Marilyn Lynch opposed to application • Meeting with Rural Water District No. 2 regarding location of new tower in proximity to existing water line.
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Transcript of To build a 195' self-supporting tower for wireless purposes ...
PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-1
PLANNING COMMISSION REPORT Regular Agenda – Public Hearing Item
PC Staff Report 12/15/2014 ITEM NO. 1 CONDITIONAL USE PERMIT FOR VERIZON WIRELESS; 1200 BLOCK OF
N 850 ROAD (SLD) CUP-14-00451: Consider a Conditional Use Permit for a new 199’ self-supporting communication tower located on the south side of N 850 Rd and the east side of E 1296 Rd in Pleasant Grove. Submitted by James Cardinal on behalf of Horvath Towers and Leo and Sheryl Beier, property owners of record. STAFF RECOMMENDATION: Staff recommends approval of the Conditional Use Permit for a communication tower located in the 1200 Block of N 850 Road and forwarding it to the County Commission for a recommendation of approval.
Reason for Request: To build a 195’ self-supporting tower for wireless purposes, also a compound of 70’ by 70’ with (1) proposed shelter and its footprint of 20’ by 30’ ATTACHMENTS 1. Site plan 2. RF Justification Report 3. Map of towers in area 4. Floodplain Map 5. Loren Buntemeyer Communication 6. Marilyn Lynch Commination KEY POINTS • Property is encumbered by regulatory floodplain in the northeast corner of the parent parcel. • Property is located south of the Lawrence Urban Growth Area.
ASSOCIATED CASES/OTHER ACTION REQUIRED • Board of County Commissioners’ approval of the Conditional Use. • Submission and approval of a local floodplain development permit to Douglas County if required
by County Zoning and Codes Office. • Submission and approval of a local building permit to Douglas County. • Obtain a Conditional Use Permit from Douglas County. PUBLIC COMMENT • Public communication regarding location of proposed tower • Email from Loren Buntemeyer in favor of application • Phone call from Marilyn Lynch opposed to application • Meeting with Rural Water District No. 2 regarding location of new tower in proximity to existing
water line.
PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-2
PROJECT DESCRIPTION • Application is for a new 195’ self-supporting tower with a 4’ lightning rod for a total of 199’. • The proposed tower shows space for up to five total carriers. • Ground equipment includes an equipment shelter building and generator to be located within
the shelter building. • This application includes a 70’ by 70’ development area. Site Summary: Subject Property: Proposed Buildings:
51.4 Acres 100’ x 100’ lease area 70’ by 70’ fenced/enclosed area 11’ 6” x 25’ 5 ½” equipment shelter building H frame for equipment 195’ self-supporting tower with 4’ lightning rod Generator located within shelter building Additional pad sites for future carriers
VC
PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-3
GENERAL INFORMATION
Current Zoning and Land Use: A (Agricultural) District. Existing agricultural field.
Surrounding Zoning and Land Use:
A (Agricultural) District to the north, south, and east; existing agricultural fields, rural residential homes and new Highway 59 facility and right-of-way. A (Agricultural) District and I-2 (Light Industrial) District along the west property line on the east side of E 1296 Road. Existing uses include rural residential homes and Hull Iron Work. A-1 (Suburban Home Residential) District to the west, on the west side of E 1296 Road; existing rural subdivision.
PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-4
I. ZONING AND USES OF PROPERTY NEARBY The predominant zoning in the area is the A (agricultural) District. However, a large area to the west and northwest of the subject property is zoned A-1 (Suburban Home Residential) District and an area to the southeast is zoned R-T (Rural-Tourism Business) District generally known as Sadies Lake. The area to the northwest is developed with rural residential homes. The surrounding area to the north and south includes multiple parcels used for agricultural purposes and scattered rural residential homes. Staff Finding – The predominate zoning and land use on the west side of E 1296 Road (Old Highway 59) is rural residential. The balance of the area is zoned and used for agricultural purposes with scattered homes in the remaining area. Towers are allowed in the Agricultural District subject a Conditional Use Permit. II. CHARACTER OF THE AREA This is a rural area with agricultural uses, suburban residential uses and scattered rural residences. The area is part of the unincorporated community known as Pleasant Grove. It is outside of any growth boundary of Lawrence or Baldwin City. The topography of the area includes slopes, which contain most of the woodlands. High quality soils, as defined in Horizon 2020, are located south and west of the subject property. The property is not characterized by either Class I or Class II soils. The area contains environmentally sensitive lands in the form of regulatory floodway and floodway fringe and stands of mature trees. Map of the soils type and floodplain are provided as attachments to this report. The property is near a major transportation corridor Highway 59. Access to the site is proposed from N 850 Road, an existing local road. A large part of the property is populated with mature trees as shown in the following graphic. These mature trees will aid in screening ground equipment associated with the tower from the area to the west.
PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-5
Staff Finding – This is a rural area with the following features which are defined as environmentally sensitive lands in the Subdivision Regulations: stream corridors, regulatory floodway and floodway fringe, and stands of mature trees which are part of a larger contiguous network. In addition to these features, steep slopes and high quality soils are also located in the surrounding area. Additionally there are numerous rural residential homes in the area. III. SUITABILITY OF SUBJECT PROPERTY FOR THE USES TO WHICH IT HAS BEEN
RESTRICTED Applicant’s response: “Not proposing to change zoning. Towers are allowed with CUP.”
This property is currently restricted to uses allowed in the A (Agricultural) District. This district is associated with agricultural activates such as farms, truck gardens, nurseries, grazing and similar activities. The A District allows both residential and non-residential uses. The proposed request does not change the base zoning district or alter the allowed uses. Section 12-319.4.31 (d) specifically identifies commercial, industrial or agricultural zoning districts as suitable for communication towers. Staff Finding – The subject property, zoned A (Agricultural) District, is a suitable district for the proposed use. The base zoning district is not altered by this request. A communication tower is an allowed use in the A (Agricultural) District subject to a Conditional Use Permit. IV. LENGTH OF TIME SUBJECT PROPERTY HAS REMAINED VACANT AS ZONED The property is currently vacant. The zoning has remained unchanged since 1966. Staff Finding – The property is vacant. The zoning has remained unchanged since 1966. V. EXTENT TO WHICH REMOVAL OF RESTRICTIONS WILL DETRIMENTALLY AFFECT
NEARBY PROPERTY Applicant’s Response: “Tower is approximately 196 feet in height therefore will be visible from nearby properties from areas not obstructed by trees, buildings, or other structures.”
Section 12-319-1.01 of the County Zoning Regulations recognize that “….certain uses may be desirable when located in the community, but that these uses may be incompatible with other uses permitted in a district…when found to be in the interest of the public health, safety, morals and general welfare of the community may be permitted, except as otherwise specified in any district from which they are prohibited.” Communication towers are specifically recommended to be located in commercial, industrial or agricultural zoning districts. The tower is sited to avoid areas of floodplain that touch the northeast corner of the site and the existing wooded area along the west side of the site. Property on the west side of E 1296 Road and on the east side of E 1250 Road is developed with homes located on rural residential lots. Visibility of the tower is an aesthetic concern that may be perceived by residents as a detriment. The height of the tower does not require lighting. This will mitigate some concerns by maintaining a “dark sky” in the area. Staff Finding – Detrimental affects are mostly likely to be categorized as aesthetic in nature. The base zoning district is appropriate for the request. The height of the tower mitigates the
PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-6
requirements for lighting. The location of mature trees in the area will aid in buffering the tower from direct line of site from most property owners. VI. RELATIVE GAIN TO THE PUBLIC HEALTH, SAFETY AND WELFARE BY THE DESTRUCTION OF THE VALUE OF THE PETITIONER’S PROPERTY AS COMPARED TO THE HARDSHIP IMPOSED UPON THE INDIVIDUAL LANDOWNERS Approval of the request expands the structural network of towers and structures that are capable of supporting communication equipment. The proposed request facilitates cellular communications and wireless data use within the community. The proposed equipment does not conflict with existing emergency communication equipment. The property will remain viable for existing land uses and uses permitted within the A (agricultural) District. Staff Finding – The benefit to the public is improved cellular communication and wireless data capacity within the Verizon network and along the Highway 59 corridor. Additionally, the structure provides an opportunity for other carriers to co-locate in the future. If denied, the property can continue to be used for current land uses and those uses allowed per the existing zoning of the property. VII. CONFORMANCE WITH THE COMPREHENSIVE PLAN The subject property is not located within an identified Urban Growth Area for any of the incorporated cities in Douglas County. There are several unincorporated communities and land divisions forming informal subdivisions in the surrounding area. Chapter 10; Community Facilities of Horizon 2020 addresses public utilities. Key strategies (Page 10-10) primarily address municipal unities such as water and wastewater planning. One strategy states:
• The visual appearance of utility improvements will be addressed to ensure compatibility with existing and planned land use areas.
The plan specifically addressed electric and telephone services and encourages this infrastructure to be placed underground in conjunction with new development where feasible. Communication towers support the wireless industry and accommodate the reduction of hardwire infrastructure. However, it should not be interpreted that wireless communication will replace hardwire needs in the community. The plan recognizes that “telephone and electric utilities have a strong visual presence in the unincorporated Douglas County Landscape.” Large transmission lines and easements should be coordinated throughout the community to minimize visual and environmental impacts. The Comprehensive Plan does not explicitly address communication towers. Staff Finding – The comprehensive plan does not provide any specific land use recommendations regarding communication towers. A Conditional Use Permit can be used to allow specific non-residential uses subject to approval of a site plan. This tool allows proportional development in harmony with the surrounding area. The proposed request is consistent with the Comprehensive Plan.
PC Staff Report – 12/15/2014 CUP-14-00451 Item No. 1-7
STAFF REVIEW In addition to typical site plan design standards, communication towers must address specific requirements of section 12-319-4.31 of the County Zoning Regulations. As discussed above, the proposed use is located in an appropriate zoning district. New communication towers require design that shall accommodate at least three two-way antennas for every 150’ of tower height or co-location space. The proposed tower includes space for multiple (up to 5) carriers. The site plans shows pad sites capable of supporting up to five carriers. Setback The setback of the communication tower is required per section 20-319-4.31(d) to be at least equal to the height of the tower to the nearest property line measured from the center of the tower. The tower setback may be reduced when documentation from a registered engineer is submitted certifying the “fall zone” of the tower in the event of a failure. Evaluation of the required structural documentation will continue to be reviewed with the submission of a building permit to the County Zoning and Codes Office. The proposed setback is shown to be 252’ from the nearest property line. The proposed tower exceeds the required district setbacks. The tower and ground equipment will be located in a lease area that is 100’ by 120’. Improvements will be located within a fenced area 70’ by 70’ within the lease area. Lighting Lighting is not proposed with this application for the communication tower. Generally, towers less than 200’ are not required to be lit. Lighting of ground equipment must be shielded and directed down. Access, Circulation, and Off Street Parking Access to this site is from N 850 Road. The applicant will be required to seek an access permit from the County for the driveway to the tower site. The access drive will provide maintenance access to the tower enclosure. This use does not require off-street parking. The design of the site provides adequate vehicular access and turnaround for maintenance activity to the site. Other Prior to construction of the tower the applicant will be required to obtain a Conditional Use Permit, issued by the County Zoning and Codes Office, as well as applicable building and floodplain development permits. Conclusion The proposed application meets the required documentation requirements of the County Zoning Regulations.
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IVE
WA
Y T
ON
EW
TR
AN
SFO
RM
ER
AT
SIT
E, 3
90±
L.F.
PR
OP
OS
ED
(20'
x 3
0')
LES
SE
E L
AN
D S
PA
CE
PR
OP
OS
ED
4"
GR
AV
EL
OV
ER
LAY
PR
OP
OS
ED
20'
WID
EA
CC
ES
S G
ATE
PR
OP
OS
ED
12'
CU
LVE
RT
(TY
P. O
F 3)
ALO
NG
AC
CE
SS
DR
IVE
. LO
CA
TIO
NS
TO B
E D
ETE
RM
INE
D IN
TH
E F
IELD
0
SCALE 1" =
5'10
'20
'
10'
C-1
SIT
E P
LAN
EN
GIN
EE
RIN
G
SIT
E D
IME
NS
ION
PLA
N
CO
NTR
AC
TOR
TO
PR
OV
IDE
AP
PR
OX
IMA
TE 5
0'x5
0' S
TAG
ING
AR
EA
AN
D T
EM
PO
RA
RY
RO
AD
. CO
NTR
AC
TOR
SH
ALL
CO
OR
DIN
ATE
WIT
H A
NTE
NN
A C
ON
TRA
CTO
R, A
STA
GIN
GA
RE
A A
ND
TE
MP
OR
AR
Y R
OA
D T
HA
T IS
AC
CE
PTA
BLE
TO
TH
EO
WN
ER
. STA
GIN
G A
RE
A A
ND
TE
MP
OR
AR
Y R
OA
D S
HA
LL B
ER
ES
TOR
ED
TO
EX
ISTI
NG
CO
ND
ITIO
NS
AS
NE
CE
SS
AR
Y U
PO
NC
OM
PLE
TIO
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RO
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BE
FOR
E A
ND
DU
RIN
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ON
STR
UC
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N, T
HE
CO
NTR
AC
TOR
SH
ALL
PR
OV
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AD
EQ
UA
TE E
RO
SIO
N C
ON
TRO
L A
SN
EC
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RY
IN T
HE
FO
RM
OF
SIL
T FE
NC
ES
FO
R T
HE
SIT
EA
ND
BA
LES
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ND
AN
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XIS
TIN
G M
AN
HO
LES
, IN
LETS
, OR
CA
TCH
BA
SIN
S S
US
CE
PTI
BLE
TO
ER
OS
ION
. ER
OS
ION
CO
NTR
OL
ME
AS
UR
ES
SH
ALL
BE
PE
RIO
DIC
ALL
Y IN
SP
EC
TED
TO E
NS
UR
E P
RO
PE
R F
UN
CTI
ON
. ER
OS
ION
CO
NTR
OL
SH
ALL
BE
RE
MO
VE
D U
PO
N C
OM
PLE
TIO
N O
F W
OR
K.
CO
NTR
AC
TOR
IS R
ES
PO
NS
IBLE
FO
R A
NY
DA
MA
GE
TO
EX
ISTI
NG
PA
VE
ME
NT.
CO
NTR
AC
TOR
SH
ALL
PH
OTO
GR
AP
H A
ND
VID
EO
TAP
E E
XIS
TIN
G P
AV
EM
EN
T P
RIO
RTO
CO
NS
TRU
CTI
ON
. AN
Y D
AM
AG
E C
AU
SE
D D
UR
ING
CO
NS
TRU
CTI
ON
SH
ALL
BE
RE
PLA
CE
D T
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TIN
G O
R B
ETT
ER
CO
ND
ITIO
N A
T N
O A
DD
ITIO
NA
L C
OS
T.
THE
CO
NTR
AC
TOR
WIL
L, U
PO
N B
EC
OM
ING
AW
AR
E O
F S
UB
SU
RFA
CE
OR
LA
TEN
TP
HY
SIC
AL
CO
ND
ITIO
NS
DIF
FER
ING
FR
OM
TH
OS
E D
ISC
LOS
ED
BY
TH
E O
RIG
INA
L S
OIL
INV
ES
TIG
ATI
ON
WO
RK
, PR
OM
PTL
Y N
OTI
FY T
HE
OW
NE
R V
ER
BA
LLY
AN
D IN
WR
ITIN
G,
AS
TO
TH
E N
ATU
RE
OF
THE
DIF
FER
ING
CO
ND
ITIO
NS
. NO
CLA
IM B
Y T
HE
CO
NTR
AC
TOR
FOR
AN
Y C
ON
DIT
ION
S D
IFFE
RIN
G F
RO
M T
HO
SE
AN
TIC
IPA
TED
IN T
HE
PLA
NS
AN
DS
PE
CIF
ICA
TIO
NS
AN
D D
ISC
LOS
ED
BY
TH
E S
OIL
STU
DIE
S W
ILL
BE
ALL
OW
ED
UN
LES
STH
E C
ON
TRA
CTO
R H
AS
SO
NO
TIFI
ED
TH
E O
WN
ER
, VE
RB
ALL
Y A
ND
IN W
RIT
ING
, AS
RE
QU
IRE
D A
BO
VE
, OF
SU
CH
DIF
FER
ING
SU
BS
UR
FAC
E C
ON
DIT
ION
S.
PR
OP
OS
ED
(70'
x 7
0')
FEN
CE
D A
RE
A
PR
OP
OS
ED
(100
' x 1
00')
HO
RV
ATH
LE
AS
E A
RE
A
PR
OP
OS
ED
LE
SS
EE
AN
TEN
NA
STO
BE
MO
UN
TED
ON
PR
OP
OS
ED
195'
SE
LF-S
UP
PO
RT
TOW
ER
PR
OP
OS
ED
12'
WID
EG
RA
VE
L A
CC
ES
S D
RIV
E
20' W
IDE
UTI
LITY
AN
DA
CC
ES
S E
AS
EM
EN
T
PR
OP
OS
ED
(20'
x30'
)LE
SS
EE
LA
ND
SP
AC
E
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
B
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW
REVISED PER CLIENT COMMENTS
07/31/14
09/02/14
EW
SA
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
LEA
SE
SIT
E 545
S.Y
.8"
CO
MP
AC
TED
AG
GR
EG
ATE
BA
SE
CO
UR
SE
, WIT
H 3
/4" C
RU
SH
ED
AG
GR
EG
ATE
, NO
FIN
ES
. OR
AP
PR
OV
ED
EQ
UA
L. M
IRA
FI 5
00X
SU
BG
RA
DE
GE
OTE
XTI
LE F
AB
RIC
OR
AP
PR
OV
ED
EQ
UA
L28
0 L.
F. O
F FE
NC
ING
AC
CE
SS
RO
AD
(HA
TCH
ED
)47
6 S
.Y.
8" C
OM
PA
CTE
D A
GG
RE
GA
TE B
AS
E C
OU
RS
E, A
B-3
MIR
AFI
500
X S
UB
GR
AD
E G
EO
TEX
TILE
FA
BR
IC O
R A
PP
RO
VE
D E
QU
AL
PR
OP
OS
ED
WA
VE
GU
IDE
& IC
E B
RID
GE
FR
OM
EN
CLO
SU
RE
TO
AN
TEN
NA
TOW
ER FU
TUR
E C
AR
RIE
RE
QU
IPM
EN
T, T
YP
. OF
4
120'
100'
20'
16'
100'
15'
70'
15'70'
15'
28'14'
28'
8'5'
5'
35'
35'
24'5'12'
20' GATE
PR
OP
OS
ED
TRE
E L
INE
EX
ISTI
NG
TR
EE
S
EX
ISTI
NG
TR
EE
S
EX
ISTI
NG
TR
EE
S
CO
NTR
AC
TOR
TO
RE
MO
VE
20
L.F.
OF
EX
ISTI
NG
FE
NC
E &
INS
TALL
20'
WID
E F
IELD
AC
CE
SS
GA
TE
1238
S.Y
.4"
AG
GR
EG
ATE
OV
ER
LAY
29'
10'
98'
PR
OP
OS
ED
BLO
CK
RE
TAIN
ING
WA
LL, 1
34±
L.F.
, SE
E D
ETA
ILS
ON
SH
EE
T C
-6
PR
OP
OS
ED
(11'
-6" x
25'
-5 1
/2")
LES
SE
E E
QU
IPM
EN
T S
HE
LTE
R
PR
OP
OS
ED
FIB
ER
HA
ND
HO
LE (B
YFI
BE
R P
RO
VID
ER
)
PR
OP
OS
ED
UTI
LITY
H-F
RA
ME P
RO
PO
SE
DTR
AN
SFO
RM
ER
12'
25'-5
1 2"
4' 11'-6"
14' W
IDE
DO
UB
LE S
WIN
GG
ATE
WIT
H S
EC
UR
ITY
LA
TCH
967
968
969
971
973
975
977
979
981
983
985986
977
974
972
970
976
978
980
982
984
966
965
964
963
962961960
959
9760
SCALE 1" =
5'10
'20
'
10'
C-2
SH
EE
T 1
OF
2S
ITE
GR
AD
ING
PLA
N
PR
OP
OS
ED
(100
' x 1
00')
HO
RV
ATH
LE
AS
E A
RE
A
PR
OP
OS
ED
195
'S
ELF
-SU
PP
OR
TIN
G T
OW
ER
P/G
RA
DE
= V
AR
IES
T/FO
UN
DA
TIO
N =
972
.0
PR
OP
OS
ED
(70'
x 7
0')
FEN
CE
D C
OM
PO
UN
D
PR
OP
OS
ED
12'
WID
EA
GG
RE
GA
TE A
CC
ES
S D
RIV
E
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
B
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW
REVISED PER CLIENT COMMENTS
07/31/14
09/02/14
EW
SA
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
MAT
CH
LIN
E 1
CO
NTI
NU
ED O
N C
-2A
975.
597
6.5
977.
598
1.5
977.
598
1.5 97
7.1
978.
5
8.0%
8.0%
1.2%
967.
996
6.4
966.
2
965.
9
965.
596
7.1
972.
6
973.
5
1.7%
1.7%
1.7%
1.7%
8.0%
7.8%
8.0%
8.0%
6.7%
1.7%
0.8%
PR
OP
OS
ED
BLO
CK
RE
TAIN
ING
WA
LL, S
EE
DE
TAIL
ON
SH
EE
T C
-6
17'
31'
39.1
7°'
51.67°'
50'
50'
2:1
SLO
PE
2:1
SLO
PE
2:1
SLO
PE
PR
OP
OS
ED
(11'
-6" x
25'-5
1/2
")LE
SS
EE
EQ
UP
ME
NT
SH
ELT
ER
P/G
RA
DE
=VA
RIE
ST/
FOU
ND
ATI
ON
= 9
71.5
964963962961
960
0
SCALE 1" =
5'10
'20
'
10'
C-2A
SH
EE
T 2
OF
2S
ITE
GR
AD
ING
PLA
N
PR
OP
OS
ED
4"
GR
AV
EL
OV
ER
LAY
PR
OP
OS
ED
12'
WID
EA
GG
RE
GA
TE A
CC
ES
S D
RIV
E
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
MAT
CH
LIN
E 1
CO
NTI
NU
ED O
N C
-2
0.8%1.
7%
1.7%
31'
50'
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
SIT
E D
ETA
ILS
C-3
AG
GR
EG
ATE
RO
AD
SE
CTI
ON
CO
MP
AC
TED
SU
BG
RA
DE
OR
EN
GIN
EE
RE
D F
ILL
CO
NS
ISTI
NG
OF
3/4"
CR
US
HE
D A
GG
RE
GA
TE,
4" C
OM
PA
CTE
D A
GG
RE
GA
TE B
AS
E C
OU
RS
E,
WIT
H F
INE
S.
SLO
PE
SE
E C
-2 F
OR
ELE
VA
TIO
NS
5
GR
AD
E T
O E
XIS
TIN
G
N.T
.S.
2000
GR
AD
E S
UB
GR
AD
E G
EO
TEX
TILE
FA
BR
IC, W
OV
EN
GR
AD
E T
O E
XIS
TIN
G
TYP
ICA
L S
ILT
FEN
CE
DE
TAIL
W
IRE
S, W
OO
D P
OS
TS W
/ NA
ILS
.
TO
WIR
E M
ES
H W
/HO
G R
ING
S, S
TEE
L P
OS
TS W
/ TIE
D
EP
EN
DIN
G U
PO
N C
ON
FIG
UR
ATI
ON
, ATT
AC
H F
AB
RIC
WIR
E M
ES
H R
EIN
FOR
CE
ME
NT
MIN
IMU
M F
OU
R F
OO
T S
PA
CIN
G B
ETW
EE
N B
OLL
AR
DS
CO
NC
RE
TE F
ILLE
D B
OLL
AR
DW
HE
N N
EC
ES
SA
RY
7
GR
OU
ND
SU
RFA
CE
CA
ST-
IN-P
LAC
EC
ON
CR
ETE
FO
UN
DA
TIO
N
4" D
IA. G
ALV
AN
IZE
D S
TEE
L TU
BIN
GFI
LLE
D W
ITH
CO
NC
RE
TE.
6
CE
ME
NT
MO
RTA
RIN
-SIT
U S
OIL
TO
AN
CH
OR
AG
E F
RO
MS
UP
PO
RT
PO
ST
PO
ST
OR
STA
KE
ME
TAL
OR
WO
OD
NO
TE:
N.T
.S.
3'-6
"
3'-6
"
N.T
.S.
DIR
EC
TIO
N O
F R
UN
OFF
TRE
NC
H B
AC
KFI
LL W
/
NA
TUR
AL
SO
IL
TAM
PE
D N
ATU
RA
L S
OIL
FLO
W
FAB
RIC
AN
CH
OR
AG
E
FAB
RIC
GE
OTE
XTI
LE
12.0
'
6" M
IN.
6"
4.0"
10" D
IA. M
IN.
6"
2'-0
" BE
YO
ND
FE
NC
E L
INE
EX
TEN
D G
RA
DE
D A
RE
A
TEN
SIO
N B
AR
12"
6" MIN.
3'-0"
DR
IVE
LIN
E P
OS
TSTO
3'-0
" (TY
P.)
14'-0
"
10'-0
" MA
X.
9" M
AX
.O
N C
OR
NE
R P
OS
TSV
ER
TIC
AL
BR
AC
ES
FIN
AL
GR
AD
E &
FA
BR
ICM
AX
. 1" G
AP
BE
TWE
EN
STR
ETC
HE
R B
AR
S, F
ULL
HE
IGH
T.N
OT
LES
S T
HA
N 3
/16"
x3/4
" MIN
. CR
OS
S
6'-0"3'-0"MIN.
SE
CTI
ON
ON
ALL
GA
TES
& P
OS
TS
GR
AD
E
GA
TE S
TOP
DE
TAIL
10"Ø
MIN
.
2N
.T.S
.VA
RIE
S
12"
10"
24"
1'-2
"1'
-2"
10"
6"
6"
STR
EC
HE
R B
AR
S F
ULL
HE
IGH
T N
OT
LES
S T
HA
N 3 4"
x 3 4"
MIN
. CR
OS
S S
EC
TIO
NO
N A
LL G
ATE
S A
ND
PO
STS
WE
LDE
D G
ATE
FRA
ME
WO
RK
SH
ALL
CO
NS
IST
OF
SC
HE
DU
LE 4
0P
IPE
1 7 8"
O.D
.
1 3 8"
O.D
. PLU
NG
ER
RO
D
3" S
CH
ED
ULE
PIP
EC
OR
NE
R P
OS
T
GA
LV. 3
STR
AN
DS
OF
12G
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AR
BE
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IRE
WIT
H 4
PO
INT
BA
RB
S @
3'-0
" O.C
.
3/8"
BR
AC
E R
OD
15 8" S
CH
ED
ULE
40
BR
AC
E P
IPE
15 8" O
.D. B
RA
CE
SC
HE
DU
LE40
PIP
E U
SE
D O
NC
OR
NE
RS
AN
D W
HE
RE
FEN
CE
IS 3
SP
AN
S O
RLE
SS
9 G
A 2
" FE
NC
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BR
IC G
.A.W
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OTT
OM
TE
NS
ION
WIR
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ETE
RM
INA
TED
AT
EA
CH
EN
D C
OR
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RA
ND
GA
TE P
OS
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07/3
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ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
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07/3
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ISSUED FOR REVIEW07/31/14EW
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EV
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AS
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IN A
CI 4
.5.6
AN
D 4
.5.7
.
THE
EQ
UIP
ME
NT
EN
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RE
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SH
ALL
BE
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RN
ISH
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AN
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TRA
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HE
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ND
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NU
FAC
TUR
ER
SP
EC
IFIC
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ON
S.
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LL C
ON
CR
ETE
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RK
SH
ALL
CO
NFO
RM
TO
TH
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EQ
UIR
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EN
TS O
F A
CI 3
18 A
ND
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,
LA
TES
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DIT
ION
. TH
ES
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OC
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TS S
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VA
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IN T
HE
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TER
IOR
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INT
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OR
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IDE
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2.9
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2.9
EQ
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RE
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2'-0"
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1'-4
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IAM
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S
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BR
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KE
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2000
PS
F B
RG
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A-6
AG
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ATE
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ALL
= 6
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UN
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FIN
ISH
ED
GR
AD
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CO
MP
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TED
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HE
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RC
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AN
ULA
R B
AC
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LL
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(2) H
OR
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#5'
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BO
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C-5
DESCRIPTION
REVISIONS
SH
EE
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UM
BE
R
SH
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T TI
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PR
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CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
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S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
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ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
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TON
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DE
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STA
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A G
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NO
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STA
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A G
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M "K
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1/8"
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Cen
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4" P
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12'' ±
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grid
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be
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ced
on L
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and
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12'' ±
11''
Cen
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Geo
grid
Inst
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Cen
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ner U
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Var
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Reg
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ad N
otes
:1.
The
leve
ling
pad
is to
be
cons
truct
ed
of c
rush
ed s
tone
or 2
,000
psi
±
unr
einf
orce
d co
ncre
te
2.Th
e ba
se fo
unda
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be
appr
oved
by
the
site
geo
tech
nica
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r prio
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to p
lace
men
t of t
he le
velin
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93 lb
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Dep
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ght:
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th:
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th:
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all U
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12"
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R T
HE
19. A
LL A
DD
EN
DA
, IF
AN
Y, M
US
T B
E A
CK
NO
WLE
DG
ED
WIT
H T
HE
BID
.
SH
ALL
VE
RIF
Y T
HE
LO
CA
TIO
N O
F E
XIS
TIN
G U
TILI
TIE
S P
RIO
R T
O E
XC
AV
ATI
NG
18. E
XIS
TIN
G U
TILI
TIE
S, I
F A
NY
, AR
E S
HO
WN
AS
A G
UID
E O
NLY
. TH
E C
ON
TRA
CTO
R
TRA
NS
PO
RTA
ION
STA
ND
AR
DS
FO
R R
OA
D A
ND
BR
IDG
E C
ON
STR
UC
TIO
N.
A
ND
FU
RTH
ER
AG
RE
ES
TO
DE
FEN
D O
R O
THE
RW
ISE
PA
Y A
LL L
EG
AL
FEE
S
SU
ITS
AN
D C
LAIM
S A
RIS
ING
OU
T O
F TH
E P
ER
FOR
MA
NC
E O
F S
AID
WO
RK
,
MU
NIC
IPA
LITY
, AN
D A
LL A
GE
NTS
AN
D A
SS
IGN
S O
F TH
OS
E P
AR
TIE
S, F
RO
M A
LL
IN
DE
MN
IFY
AN
D H
OLD
HA
RM
LES
S T
HE
OW
NE
R, T
HE
EN
GIN
EE
R, T
HE
A
LL O
THE
R M
EA
SU
RE
S T
HA
T A
RE
NE
CE
SS
AR
Y T
O P
RO
TEC
T TH
E S
AFE
TY O
F
BA
RR
ICA
DE
S, F
EN
CIN
G, T
RA
FFIC
CO
NTR
OL
DE
VIC
ES
AN
D M
EA
SU
RE
S, A
ND
D
ATE
OF
FIN
AL
AC
CE
PTA
NC
E.
THIS
GU
AR
AN
TEE
SH
ALL
INC
LUD
E A
LL
TH
E C
ON
TRA
CTO
R F
OR
A P
ER
IOD
OF
TWE
LVE
(12)
MO
NTH
S F
RO
M T
HE
13.
ALL
EA
RTH
WO
RK
, GR
AD
ING
AN
D P
AV
ING
SH
ALL
BE
PE
RFO
RM
ED
IN
17.
THE
CO
NTR
AC
TOR
, BY
AG
RE
EIN
G T
O P
ER
FOR
M T
HE
WO
RK
, AG
RE
ES
TO
16.
THE
CO
NTR
AC
TOR
IS R
ES
PO
NS
IBLE
FO
R M
AIN
TAIN
ING
AD
EQ
UA
TE S
IGN
S,
15.
ALL
DIR
T W
ILL
BE
DIS
PO
SE
D O
F O
FFS
ITE
BY
TH
E C
ON
TRA
CTO
R.
14.
ALL
WO
RK
PE
RFO
RM
ED
BY
TH
E C
ON
TRA
CTO
R S
HA
LL B
E G
UA
RA
NTE
ED
BY
A
RIS
ING
OU
T O
F TH
E D
EFE
NS
E O
F S
AID
PA
RTI
ES
.
A
CC
OR
DA
NC
E W
ITH
TH
E C
UR
RE
NT
STA
TE D
EP
AR
TME
NT
OF
D
EFE
CTS
IN M
ATE
RIA
LS A
ND
WO
RK
MA
NS
HIP
.
CO
NTR
AC
T IN
CLU
DIN
G C
ON
TAC
T A
ND
CO
OR
DIN
ATI
ON
WIT
H T
HE
L
AN
DLO
RD
'S A
UTH
OR
IZE
D R
EP
RE
SE
NTA
TIV
E.
8. T
HE
CO
NTR
AC
TOR
SH
ALL
VE
RIF
Y A
LL D
IME
NS
ION
S A
ND
CO
ND
ITIO
NS
ON
TH
E S
ITE
AN
D N
OTI
FY T
HE
OW
NE
R'S
RE
-
PR
ES
EN
TATI
VE
OF
AN
Y D
ISC
RE
PA
NC
IES
BE
FOR
E S
TAR
TIN
G
9. T
HE
CO
NTR
AC
TOR
SH
ALL
MA
KE
NE
CE
SS
AR
Y P
RO
VIS
ION
S
TO
PR
OTE
CT
EX
ISTI
NG
IMP
RO
VE
ME
NTS
, PA
VIN
G, C
UR
BS
,
GA
LVA
NIZ
ED
SU
RFA
CE
S, E
TC.,
AN
D U
PO
N C
OM
PLE
TIO
N
OF
WO
RK
, RE
PA
IR A
NY
DA
MA
GE
TH
AT
OC
CU
RR
ED
DU
RIN
G
10. K
EE
P T
HE
CO
NS
TRU
CTI
ON
SIT
E C
LEA
N, H
AZA
RD
FR
EE
, AN
D
DIS
PO
SE
OF
ALL
DIR
T, D
EB
RIS
, RU
BB
ISH
AN
D R
EM
OV
E
E
QU
IPM
EN
T N
OT
SP
EC
IFIE
D A
S R
EM
AIN
ING
ON
TH
E P
RO
PE
RTY
.
LEA
VE
PR
EM
ISE
S IN
CLE
AN
CO
ND
ITIO
N A
ND
FR
EE
FR
OM
PA
INT
S
PO
TS, D
US
T, O
R S
MU
DG
ES
OF
AN
Y N
ATU
RE
.
11. C
ON
TRA
CTO
R S
HA
LL P
RO
VID
E A
CO
MP
LETE
SE
T O
F A
S B
UIL
T
DR
AW
ING
S T
O T
HE
OW
NE
R A
FTE
R C
OM
PLE
TIO
N O
F TH
E J
OB
.
12. M
EA
NS
AN
D M
ETH
OD
S O
F C
ON
STR
UC
TIO
N IN
CLU
DIN
G, B
UT
N
OT
LIM
ITE
D T
O, T
HE
DE
SIG
N A
ND
PLA
CE
ME
NT
OF
FOR
MS
A
ND
SH
OR
ING
AR
E T
HE
RE
SP
ON
SIB
ILIT
Y O
F TH
E C
ON
TRA
CTO
R.
AN
YW
HE
RE
ON
TH
E S
ITE
.
T
HE
SIT
E A
T A
LL T
IME
S.
A
NY
WO
RK
.
C
ON
STR
UC
TIO
N.
18. A
LL R
EB
AR
SP
LIC
ES
SH
ALL
BE
CLA
SS
'C';
NO
WE
LDIN
G
1
CY
LIN
DE
R A
T 7
DA
YS
1
CY
LIN
DE
R A
T 28
DA
YS
B
. DR
ILLE
D P
IER
:
1
CY
LIN
DE
R A
T 7
DA
YS
1 C
YLI
ND
ER
AT
28 D
AY
S
WIL
L B
E A
LLO
WE
D
2. T
HE
FA
CIL
ITY
IS A
N U
NO
CC
UP
IED
SP
EC
IALI
ZED
MO
BIL
E
3. P
LAN
S A
RE
NO
T TO
BE
SC
ALE
D A
ND
AR
E IN
TEN
DE
D T
O B
E A
DIA
GR
AM
MA
TIC
OU
TLIN
E O
NLY
, UN
LES
S N
OTE
D O
THE
R-
WIS
E. T
HE
WO
RK
SH
ALL
INC
LUD
E F
UR
NIS
HIN
G M
ATE
RIA
LS,
EQ
UIP
ME
NT,
AN
D L
AB
OR
NE
CE
SS
AR
Y T
O C
OM
PLE
TE A
LL
IN
STA
LLA
TIO
NS
AS
IND
ICA
TED
ON
TH
E D
RA
WIN
GS
.
4. P
RIO
R T
O T
HE
SU
BM
ISS
ION
OF
THE
BID
S, T
HE
CO
NTR
AC
TOR
SH
ALL
VIS
IT T
HE
JO
B S
ITE
AN
D B
EC
OM
E F
AM
ILIA
R W
ITH
5. T
HE
CO
NTR
AC
TOR
SH
ALL
RE
CE
IVE
IN W
RIT
ING
, AU
THO
RIZ
A-
TIO
N T
O P
RO
CE
ED
BE
FOR
E S
TAR
TIN
G W
OR
K O
N A
NY
ITE
M N
OT
CLE
AR
LY ID
EN
TIFI
ED
BY
TH
E C
ON
TRA
CT
DO
CU
ME
NTS
.
6. T
HE
CO
NTR
AC
TOR
SH
ALL
INS
TALL
ALL
EQ
UIP
ME
NT
AN
D
MA
TER
IALS
IN A
CC
OR
DA
NC
E W
ITH
MA
NU
FAC
TUR
ER
'S
RE
CO
MM
EN
DA
TIO
NS
UN
LES
S S
PE
CIF
ICA
LLY
OTH
ER
WIS
E
7. T
HE
CO
NTR
AC
TOR
SH
ALL
SU
PE
RV
ISE
AN
D D
IRE
CT
THE
WO
RK
, U
SIN
G B
ES
T S
KIL
LED
PE
RS
ON
NE
L. T
HE
CO
NTR
AC
TOR
SH
ALL
B
E S
OLE
LY R
ES
PO
NS
IBLE
FO
R A
LL C
ON
STR
UC
TIO
N M
EA
NS
, M
ETH
OD
S, T
EC
HN
IQU
ES
, SE
QU
EN
CE
S A
ND
PR
OC
ED
UR
ES
AN
D
AN
Y D
ISC
RE
PA
NC
IES
AR
E T
O B
E B
RO
UG
HT
TO T
HE
ATT
EN
TIO
N O
F TH
E O
WN
ER
'S
1. A
LL W
OR
K S
HA
LL C
ON
FOR
M T
O T
HE
RE
QU
IRE
ME
NTS
OF
TH
E L
ATE
ST
ED
ITIO
NS
OF
THE
FO
LLO
WIN
G C
OD
ES
/SP
EC
IFIC
ATI
ON
S.
A. A
LLTE
L C
ON
TRA
CT
DO
CU
ME
NTS
AN
D T
HE
PR
OJE
CT
STA
ND
AR
D
B. A
LL A
PP
LIC
AB
LE L
OC
AL,
STA
TE A
ND
FE
DE
RA
L C
OD
ES
C. U
NIF
OR
M B
UIL
DIN
G C
OD
E (U
BC
)/BU
ILD
ING
OFF
ICIA
LS &
CO
DE
E. A
ME
RIC
AN
SO
CIE
TY F
OR
TE
STI
NG
AN
D M
ATE
RIA
LS (A
STM
).
F. E
LEC
TRO
NIC
IND
US
TRIE
S A
SS
OC
IATI
ON
STA
ND
AR
DS
AD
MIN
ISTR
ATO
RS
(BO
CA
) AS
AP
PLI
CA
BLE
.
A
ND
RE
GU
LATI
ON
S.
TH
E F
IELD
CO
ND
ITIO
NS
.
RE
PR
ES
EN
TATI
VE
.
NO
TED
.
RA
DIO
FA
CIL
ITY
.
D. A
ME
RIC
AN
CO
NC
RE
TE IN
STI
TUTE
(AC
I).
(E
IA/T
IA-2
22-E
).
GE
NE
RA
L N
OTE
S
S
PE
CIF
ICA
TIO
NS
.
GE
NE
RA
L R
EQ
UIR
EM
EN
TS:
ALT
ER
NA
TE N
O. 2
. CO
NTR
AC
TOR
SH
ALL
SU
BM
IT M
IX D
ES
IGN
TO
TH
E E
NG
INE
ER
FO
R R
EV
IEW
PR
IOR
TO
PLA
CE
ME
NT
OF
CO
NC
RE
TE.
3. M
AX
IMU
M A
GG
RE
GA
TE S
IZE
SH
ALL
NO
T E
XC
EE
D 3
/4".
4. S
LUM
P O
F C
ON
CR
ETE
SH
ALL
BE
2" T
O 5
".
5. A
LL R
EIN
FOR
CIN
G S
TEE
L S
HA
LL B
E D
EFO
RM
ED
AN
D C
ON
FOR
M T
O T
HE
RE
QU
IRE
ME
NTS
OF
AS
TM A
615
GR
AD
E 6
0.
6. W
ELD
ED
WIR
E F
AB
RIC
SH
ALL
CO
NFO
RM
TO
AS
TM A
185
.
7. N
O A
DM
IXTU
RE
S S
HA
LL B
E U
SE
D W
ITH
OU
T TH
E P
RIO
R W
RIT
TEN
AU
THO
RIZ
ATI
ON
OF
THE
EN
GIN
EE
R.
8. A
LL C
ON
STR
UC
TIO
N A
ND
EX
PA
NS
ION
JO
INTS
SH
ALL
BE
INS
TALL
ED
9. A
LL E
XP
OS
ED
CO
RN
ER
S O
F C
ON
CR
ETE
WO
RK
SH
ALL
BE
C
HA
MFE
RE
D 3
/4" U
NLE
SS
NO
TED
OTH
ER
WIS
E.
10. U
NLE
SS
NO
TED
OTH
ER
WIS
E A
LL R
EIN
FOR
CIN
G S
TEE
L S
HA
LL
BE
LA
PP
ED
PE
R A
CI C
OD
E -
318.
11. A
LL F
OR
MW
OR
K S
HA
LL B
E R
IGID
, TIG
HT,
LE
VE
L, P
LUM
B A
ND
S
UFF
ICIE
NTL
Y S
HO
RE
D T
O R
ES
IST
CO
NS
TRU
CTI
ON
LO
AD
12. C
UR
ING
OF
CO
NC
RE
TE S
HA
LL B
E P
ER
AC
I 308
_89,
STA
ND
AR
D
PR
AC
TIC
E F
OR
CU
RIN
G C
ON
CR
ETE
.
13. P
LAC
E C
ON
CR
ETE
IN A
CC
OR
DA
NC
E W
ITH
AC
I 304
_89.
14. H
OT
WE
ATH
ER
CO
NC
RE
TE S
HA
LL B
E P
ER
AC
I 305
R_8
9.
CO
LD W
EA
THE
R C
ON
CR
ETI
NG
SH
ALL
BE
PE
R A
CI 3
06R
_89.
15. W
ELD
ING
OF
RE
INFO
RC
ING
STE
EL
AR
E P
RO
HIB
ITE
D.
16. P
RIO
R T
O T
HE
PLA
CE
ME
NT
OF
THE
CO
NC
RE
TE, T
HE
CO
NTR
AC
TOR
S
HA
LL P
RO
VID
E A
MIN
IMU
M 2
4 H
OU
R W
RIT
TEN
NO
TIC
E T
O T
HE
O
WN
ER
'S R
EP
RE
SE
NTA
TIV
E A
ND
TH
E T
ES
TIN
G A
GE
NC
Y.
17. P
RO
VID
E T
ES
T C
YLI
ND
ER
S A
S F
OLL
OW
S:
A
. EQ
UIP
ME
NT
EN
CLO
SU
RE
:
C
ON
DIT
ION
S.
PE
R T
HE
DR
AW
ING
S.
CO
NC
RE
TE A
ND
STE
EL
RE
INFO
RC
EM
EN
T
1. A
LL C
ON
CR
ETE
SH
ALL
BE
NO
RM
AL
WE
IGH
T A
ND
SH
ALL
AC
HIE
VE
A C
OM
PR
ES
SIV
E S
TRE
NG
TH, f
'c =
400
0 P
SI A
T 7
DA
YS
, UN
LES
S N
OTE
D O
THE
RW
ISE
. CE
ME
NT
SH
ALL
CO
NFO
RM
TO
AS
TM C
150
2. M
IX A
ND
DE
LIV
ER
CO
NC
RE
TE IN
AC
CO
RD
AN
CE
WIT
H A
STM
C94
,
TY
PE
II.
08.
ALL
AD
JAC
EN
T R
OA
DW
AY
S S
HA
LL B
E K
EP
T C
LEA
N A
T A
LL T
IME
S.
I
F D
EE
ME
D N
EC
ES
SA
RY
BY
TH
E E
NG
INE
ER
ING
INS
PE
CTO
R D
UR
ING
TH
E09
. A
DD
ITIO
NA
L S
OIL
ER
OS
ION
CO
NTR
OL
ME
AS
UR
ES
SH
ALL
BE
UN
DE
RTA
KE
N
C
OU
RS
E O
F C
ON
STR
UC
TIO
N.
1.
ALL
PR
OP
OS
ED
PA
VE
ME
NT
AR
EA
S S
HA
LL B
E S
TRIP
PE
D O
F A
LL T
OP
SO
IL
AN
D U
NS
UIT
AB
LE M
ATE
RIA
L A
ND
EX
CA
VA
TED
OR
FIL
LED
TO
WIT
HIN
0.1
0
2.
THE
SU
BG
RA
DE
SH
ALL
BE
FR
EE
OF
ALL
UN
SU
ITA
BLE
MA
TER
IAL
AN
D
SH
ALL
BE
CO
MP
AC
TED
TO
A M
INIM
UM
95
PE
R C
EN
T O
F M
OD
IFIE
D
3.
THE
QU
AN
TITI
ES
CO
NTA
INE
D IN
TH
ES
E D
OC
UM
EN
TS A
RE
AP
PR
OX
IMA
TE
AN
D E
STI
MA
TED
, AN
D A
RE
PR
ES
EN
TED
AS
A G
UID
E T
O T
HE
CO
NTR
AC
TOR
I
N D
ETE
RM
ININ
G A
LL Q
UA
NTI
TIE
S A
ND
TO
BE
CO
ME
FA
MIL
IAR
WIT
H T
HE
4.
THE
EA
RTH
WO
RK
CO
NTR
AC
TOR
IS R
ES
PO
NS
IBLE
FO
R M
AIN
TAIN
ING
P
OS
ITIV
E D
RA
INA
GE
AT
THE
CO
NC
LUS
ION
OF
EA
CH
WO
RK
ING
DA
Y.
5.
THE
PA
VIN
G C
ON
TRA
CTO
R IS
RE
SP
ON
SIB
LE F
OR
TH
E F
INA
L S
UB
GR
AD
E
PR
EP
AR
ATI
ON
, TH
E P
AV
EM
EN
T B
AS
E, B
IND
ER
, AN
D S
UR
FAC
E, A
ND
ALL
F
INA
L C
LEA
N-U
P A
ND
RE
LATE
D W
OR
K A
SS
OC
IATE
D W
ITH
TH
E P
AV
ING
6.
UP
ON
CO
MP
LETI
ON
OF
THE
PA
VIN
G ,
THE
CO
NTR
AC
TOR
WIL
L E
NS
UR
E T
HA
T P
OS
ITIV
E D
RA
INA
GE
EX
ISTS
AD
JAC
EN
T TO
ALL
3.
STO
CK
PIL
ES
SH
ALL
HA
VE
A B
ER
M O
R T
RE
NC
H A
RO
UN
D T
HE
C
IRC
UM
FER
EN
CE
TO
CO
NTR
OL
SIL
T IF
NE
ED
ED
. IF
TH
E S
TOC
KP
ILE
IS
07.
RE
PLA
CE
SO
IL E
RO
SIO
N C
ON
TRO
L D
EV
ICE
S W
ITH
SO
D A
ND
TO
PS
OIL
AT
6.
MA
INTA
IN S
OIL
ER
OS
ION
CO
NTR
OL
DE
VIC
ES
TH
RO
UG
H T
HE
DU
RA
TIO
N O
F
5.
SIL
T FE
NC
E W
ILL
BE
CO
NS
TRU
CTE
D A
LON
G T
HE
WE
ST
PR
OP
ER
TY
C
ATC
HB
AS
INS
, AN
D S
WA
LES
TH
AT
RE
CE
IVE
SIL
TY R
UN
OFF
DU
RIN
G T
HE
4.
STR
AW
BA
LES
FIR
MLY
AN
CH
OR
ED
SH
ALL
BE
PLA
CE
D A
RO
UN
D A
LL IN
LETS
,
VE
GE
TATI
ON
TO
CO
NTR
OL
BO
TH W
ATE
R A
ND
WIN
D E
RO
SIO
N.
T
O R
EM
AIN
FO
R M
OR
E T
HA
N N
INE
MO
NTH
S,IT
MU
ST
HA
VE
SU
FFIC
IEN
T
2.
ALL
INLE
TS, S
TRU
CTU
RE
S, P
IPE
S, S
WA
LES
, AN
D R
OA
DS
SH
ALL
BE
KE
PT
S
ED
IME
NTA
TIO
N C
ON
TRO
L P
RE
PA
RE
D B
Y T
HE
U.S
. SO
IL A
ND
1.
RE
AS
ON
AB
LE C
AR
E M
US
T B
E T
AK
EN
TO
MIN
IMIZ
E S
OIL
ER
OS
ION
.
RE
FER
TO
PR
OC
ED
UR
ES
AN
D S
TAN
DA
RD
S F
OR
UR
BA
N S
OIL
ER
OS
ION
AN
D
P
RO
CTO
R D
EN
SIT
Y.
C
OU
RS
E O
F C
ON
STR
UC
TIO
N.
CO
NS
ER
VA
TIO
N S
ER
VIC
E.
LIN
E A
CR
OS
S T
HE
EN
TIR
E C
ON
STR
UC
TIO
N A
RE
A.
T
HE
CO
MP
LETI
ON
OF
THE
PR
OJE
CT.
C
LEA
N A
ND
FR
EE
OF
DIR
T A
ND
SIL
T.
T
HIS
PR
OJE
CT.
S
ITE
AN
D S
OIL
CO
ND
ITIO
NS
.
CO
NS
TRU
CTE
D IM
PR
OV
ME
NTS
.
SO
IL E
RO
SIO
N A
ND
SE
DIM
EN
T C
ON
TRO
L
O
PE
RA
TIO
N.
F
EE
T O
F D
ES
IGN
SU
BG
RA
DE
.
EA
RTH
WO
RK
, GR
AD
ING
, AN
D P
AV
ING
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
C-7
CIV
IL N
OTE
SG
EN
ER
AL
ANT-1
SIT
E E
LEV
ATI
ON
1W
ES
T E
LEV
ATI
ON
0
SC
ALE
:
1/2"
1"2"
3/32
"=1'
SC
ALE
: 3/3
2" =
1'
PR
OP
OS
ED
CH
AIN
-LIN
K F
EN
CE
WIT
H B
AR
BE
D W
IRE
PR
OP
OS
ED
LE
SS
EE
AN
TEN
NA
S &
MO
UN
TIN
GFR
AM
ES
@ 1
80' A
.G.L
. PR
OP
OS
ED
195
' TA
LLS
ELF
-SU
PP
OR
T TO
WE
R
GR
AD
E
PR
OP
OS
ED
WA
VE
GU
IDE
& IC
EB
RID
GE
FR
OM
EN
CLO
SU
RE
TO
AN
TEN
NA
TO
WE
R
PR
OP
OS
ED
(11'
-6" x
25'
-5 1 2"
)LE
SS
EE
EQ
UIP
ME
NT
SH
ELT
ER
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
DISTANCE TO CENTER OF PROPOSED LESSEE ANTENNAS - 180' A.G.L.
HEIGHT OF PROPOSED SELF-SUPPORTING TOWER - 195' A.G.L.
OVERALL HEIGHT OF PROPOSED SELF-SUPPORTING TOWER INCLUDING LIGHTNING ROD - 199' A.G.L.
PR
OP
SO
ED
LIG
HTN
ING
RO
D
ANT-2
AN
TEN
NA
INFO
RM
ATI
ON
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
AN
TEN
NA
SC
HE
DU
LE1
N.T
.S.
NO
TES
:1.
CO
NTR
AC
TOR
IS T
O V
ER
IFY
T
HE
AN
TEN
NA
LA
YO
UT
WIT
H
TH
E R
.F. E
NG
INE
ER
'S M
OS
T
RE
CE
NT
R.F
. DE
SIG
N.
2. C
ON
TRA
CTO
R IS
TO
SE
T A
LL
AZI
MU
THS
OFF
OF
TRU
E N
OR
TH
AN
TEN
NA
NO
TES
1.C
ON
TRA
CTO
R T
O C
ALL
PR
OJE
CT
MA
NA
GE
R T
O S
CH
ED
ULE
AN
TEN
NA
AN
D L
INE
SW
EE
P.
2.A
NTE
NN
AS
SH
ALL
BE
DE
SIG
NA
TED
FR
OM
RIG
HT
TO L
EFT
. FA
CIN
G T
HE
AS
SE
MB
LY F
RO
M T
HE
GR
OU
ND
.LE
FT T
O R
IGH
T FA
CIN
G T
HE
BA
CK
OF
THE
AN
TEN
NA
.3.
THE
OU
TER
MO
ST
AN
TEN
NA
S O
N E
AC
H F
AC
E S
HA
LL B
E D
ES
IGN
ATE
D A
S T
HE
RE
CE
IVE
AN
TEN
NA
S.
THE
INN
ER
AN
TEN
NA
S S
HA
LL B
E D
ES
IGN
ATE
D A
S T
HE
TR
AN
SM
IT.
4.E
AC
H T
RA
NS
MIS
SIO
N L
INE
SH
ALL
BE
LA
BE
LED
WIT
H B
RA
SS
"TO
E T
AG
S".
GR
AN
GE
R P
AR
T N
UM
BE
R 1
F035
-8,
STA
MP
ED
WIT
H 1
/4" L
ETT
ER
S /
NU
MB
ER
S S
TAM
PS
, GR
AN
GE
R P
AR
T N
UM
BE
R 3
W63
9. T
HE
LA
BE
LS S
HA
LL B
EA
TTA
CH
ED
WIT
H A
SE
MI-P
ER
MIN
EN
T M
ETH
OD
(I.E
. BLA
CK
UV
RE
SIS
TAN
T C
AB
LE T
IES
). T
HE
TA
GS
SH
ALL
BE
PLA
CE
D S
O A
S N
OT
TO C
OM
E IN
CO
NTA
CT
WIT
H T
HE
CO
NN
EC
TOR
ON
TH
E L
INE
AN
D T
HE
ME
TAL
OF
THE
TOW
ER
. LI
NE
S S
HA
LL B
E L
AB
ELE
D A
T TH
E T
OP
AN
D B
OTT
OM
, AN
D O
UTS
IDE
OF
THE
EN
TRY
PO
RT.
5.C
ON
TRA
CTO
R S
HA
LL IN
STA
LL IN
TER
MIT
TEN
T C
OA
X T
IN P
LATE
D G
RO
UN
D B
AR
S A
T 75
' IN
TER
VA
LS S
TAR
TIN
GFR
OM
TH
E A
NTE
NN
A C
EN
TER
LIN
E D
OW
N O
N S
ELF
SU
PP
OR
T A
ND
GU
YE
D T
OW
ER
S.
6.C
ON
TRA
CTO
R S
HA
LL F
IELD
VE
RIF
Y T
HE
EX
AC
T TM
A'S
(IF
THE
Y A
RE
RE
QU
IRE
D) P
ER
TH
E O
PE
RA
TIO
NS
MA
NA
GE
R.
7.C
OA
XIA
L C
AB
LES
TO
BE
SU
PP
OR
TED
EV
ER
Y 3
'-0" O
N P
LATF
OR
M W
ITH
STA
INLE
SS
STE
EL
HA
NG
ER
S.
8.JU
MP
ER
S T
O B
E S
UP
PO
RTE
D E
VE
RY
18"
WIT
H S
TAIN
LES
S S
TEE
L H
AN
GE
RS
.9.
EA
CH
CO
AX
SH
ALL
BE
SU
PP
OR
TED
WIT
H C
OLU
MN
GR
IP (C
HIN
ES
E F
ING
ER
GR
IP) H
UN
G F
RO
M A
J-H
OO
K A
TTO
P O
F TO
WE
R. (
10' A
BO
VE
FO
R L
ATT
ICE
TO
WE
R).
MA
TER
IAL
LIS
TD
ES
CR
IPTI
ON
FUR
NIS
HE
D B
YIN
STA
LLE
D B
YA
NTE
NN
A P
IPE
MO
UN
TSTO
WE
R V
EN
DO
RC
ON
TRA
CTO
RC
ON
TRA
CTO
RC
ON
TRA
CTO
RC
ON
TRA
CTO
RC
ON
TRA
CTO
RTO
WE
R B
US
S B
AR
STO
WE
R V
EN
DO
RC
ON
TRA
CTO
RA
NTE
NN
AS
VE
RIZ
ON
WIR
ELE
SS
CO
NTR
AC
TOR
JUM
PE
RS
CO
NTR
AC
TOR
CO
NTR
AC
TOR
CO
AX
VE
RIZ
ON
WIR
ELE
SS
CO
NTR
AC
TOR
GR
OU
ND
KIT
SC
ON
TRA
CTO
RC
ON
TRA
CTO
RP
PC
CO
NN
EC
TOR
SC
ON
TRA
CTO
RC
ON
TRA
CTO
RE
NTR
Y P
OR
TB
OO
TS &
CA
PS
CO
NTR
AC
TOR
CO
NTR
AC
TOR
HA
NG
ER
KIT
SC
ON
TRA
CTO
RC
ON
TRA
CTO
R
ICE
BR
IDG
E H
AR
DW
AR
E
GS
IC C
LOS
UR
ES
DC
BLO
CK
SC
ON
TRA
CTO
RC
ON
TRA
CTO
RD
UP
LEX
OR
SD
IPLE
XO
RS
VE
RIZ
ON
WIR
ELE
SS
CO
NTR
AC
TOR
VE
RIZ
ON
WIR
ELE
SS
CO
NTR
AC
TOR
CO
AX
ATT
AC
HM
EN
T TO
TOW
ER
HA
RD
WA
RE
CO
NTR
AC
TOR
CO
NTR
AC
TOR
AN
TEN
NA
SC
HE
MA
TIC
2N
.T.S
.
TRUE NORTHORIENTATION 0°
PO
SIT
ION
FA
WS
PO
SIT
ION
HFU
TUR
E A
WS
PO
SIT
ION
EC
DM
A
PO
SIT
ION
GLT
E
POSITION KLTE
POSITION LFUTURE AWS
POSITION JAWS
POSITION C
LTE
POSITION A
CDMA
POSITION D
FUTURE AWS
POSITION B
AWS
SE
CTO
R -
ALP
HA
AZ
= 33
0°
SE
CTO
R -
BE
TAA
Z =
90°
SE
CTO
R -
GA
MM
AA
Z =
210°
POSITION ICDMA
PLU
MB
ING
DIA
GR
AM
AN
TEN
NA
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
AN
TEN
NA
PLU
MB
ING
DIA
GR
AM
1N
.T.S
.
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
AN
TEN
NA
MO
UN
TIN
GD
ETA
ILS
ANT-3
NO
TE:
THIS
DE
TAIL
IS C
ON
CE
PTU
AL
TO D
EM
ON
STR
ATE
GR
OU
ND
ING
AT
THE
AN
TEN
NA
S. V
ER
IFY
NU
MB
ER
OF
AN
TEN
NA
S, M
OU
NTI
NG
FRA
ME
, AN
TEN
NA
TY
PE
AN
D A
ZIM
UTH
WIT
H A
NT-
2 S
HE
ET.
AN
TEN
NA
CA
BLE
GR
OU
ND
ING
AT
AN
TEN
NA
ELE
VA
TIO
NN
.T.S
.2
AN
TEN
NA
CA
BLE
, TY
P AN
TEN
NA
CA
BLE
GR
OU
ND
KIT
, TY
P.
SE
CTO
R G
RO
UN
D B
AR
BO
ND
ED
DIR
EC
TLY
TO
TO
WE
R S
TEE
L, T
YP
.
AN
TEN
NA
MO
UN
TIN
G F
RA
ME
N.T
.S.
1
4A
NTE
NN
A A
ND
OV
P J
UN
CTI
ON
BO
X M
OU
NTI
NG
DE
TAIL
SC
ALE
: N
.T.S
.
STE
EL
PIP
E
OV
P D
ISTR
IBU
TIO
N B
OX
HY
BR
ID C
AB
LE(P
OW
ER
/ FIB
ER
)
AN
TEN
NA
PIP
E
PA
NE
LA
NTE
NN
A
LATT
ICE
TOW
ER
UP
PE
R A
NTE
NN
AG
RO
UN
D B
AR
#2 A
WG
STR
AN
DE
D C
OP
PE
RIN
SU
LATE
D G
RO
UN
D W
IRE
.
BA
CK
TO
BA
CK
PIP
E M
OU
NT
4AB
AC
K T
O B
AC
K P
IPE
MO
UN
TS
CA
LE:
N.T
.S.
SE
E D
ETA
IL 4
A /
AN
T-3
CA
BLE
LA
DD
ER
DIA
G. T
OW
ER
BR
AC
E(R
EF)
TOW
ER
LE
G
PR
OP
OS
ED
RO
HN
LA
DD
ER
AS
SE
MB
LY, 1
5 H
OLE
4' K
D,
2.25
" O.C
. OR
AP
PR
OV
ED
EQ
UA
L
4'-0"(TYP.)
N.T
.S.
3TR
AN
SM
ISS
ION
LIN
E H
AN
GE
R
PR
OP
OS
ED
HE
AV
Y D
UTY
SE
CTO
RFR
AM
E A
ND
(12)
AN
TEN
NA
MO
UN
TIN
G P
IPE
S T
O B
E S
UP
PLI
ED
BY
TO
WE
R M
AN
UFA
CTU
RE
R.
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
AN
TEN
NA
MO
UN
TIN
GD
ETA
ILS
ANT-4
7/8"
1 - 1
/4"
1 - 5
/8"
ICE
BR
IDG
E D
ETA
IL1
N.T
.S.
9209
89-0
04-B
OLT
-IN
8109
21-0
0191
5660
8109
16-0
0191
5594
9155
94
CA
BLE
WA
VE
CA
BLE
HA
NG
ER
TY
PE
NU
MB
ER
NO
MIN
AL
CA
BLE
SIZ
E
8109
20-0
01
CA
BLE
TY
PE
NU
MB
ER
RO
HN
10'
WA
VE
GU
IDE
BR
IDG
E (G
RIP
STR
UT)
OR
AP
PR
OV
ED
EQ
UA
LC
UT
TO F
IT, S
EE
C-2
FO
R D
IME
NS
ION
FOR
CA
BLE
HA
NG
ER
RE
QU
IRE
ME
NTS
, SE
E T
AB
LE
3'-6"6"
GR
AD
E
VIR
GIN
SO
IL O
R C
OM
PA
CTE
DB
AC
KFI
LL W
ITH
A M
INIM
UM
BE
AR
ING
CA
PA
CIT
Y O
F 2,
000
PS
F, T
YP
.
GR
AV
EL
CO
MP
OU
ND
12" Ø
CO
NC
RE
TE P
IER
(TY
P.)
NO
TES
:1.
ICE
BR
IDG
E P
OS
T S
HO
ULD
BE
STA
GG
ER
ED
ON
EIT
HE
R
SID
E O
F IC
E B
RID
GE
FO
R E
XTR
A S
TAB
ILIT
Y
2. A
NY
SP
LIC
ES
OR
CA
NTI
LEV
ER
ED
SE
CTI
ON
S
OF
THE
ICE
BR
IDG
E S
HA
LL B
E L
OC
ATE
D
WIT
H IN
2'-0
" OF
A S
UP
PO
RT
PO
ST.
7'-0"3'-0" MIN.
PR
OP
OS
ED
GLO
BA
L P
OS
ITIO
NIN
GS
YS
TEM
(GP
S) A
NTE
NN
A.
SE
E D
ETA
IL #
2 TH
IS S
HE
ET
EX
ISTI
NG
WA
VE
GU
IDE
BR
IDG
E (G
RIP
STR
UT)
EX
ISTI
NG
ICE
BR
IDG
E P
OS
T
GP
S M
OU
NTI
NG
DE
TAIL
2N
.T.S
.
DU
AL
MO
UN
T G
PS
AN
TEN
NA
TELW
OR
X K
ITP
AR
T #
PM
-101
(2) T
EL
GP
S A
NTE
NN
AS
SU
PP
OR
T C
LAM
P(T
YP
.)
PO
LYH
AS
ER
MO
DE
L#
GT-
DFM
-AL
AN
TEN
NA
CO
AX
CA
BLE
S
GP
S C
OA
X C
AB
LE
1-1/
2" R
IGID
ALU
M.
CO
ND
UIT
GP
S P
OLE
S T
O B
E A
DJU
STE
DU
P O
R D
OW
N B
Y S
ET
SC
RE
WS
3E
NC
LOS
UR
E E
NTR
Y P
AN
EL
DE
TAIL
N.T
.S.
MA
IN L
INE
CO
AX
AN
TEN
NA
CA
BLE
PR
OP
OS
ED
EN
TRY
PA
NE
L
PO
LYP
HA
SE
R, T
YP
.
EX
ISTI
NG
WA
LL C
ON
STR
UC
TIO
N
AN
TEN
NA
CA
BLE
JUM
PE
R
12"
3/8"
TH
RE
AD
ED
RO
D
PO
LE M
OU
NTE
D A
PP
LIC
ATI
ON
2A
N.T
.S.
1" R
IGID
ALU
M.
CO
ND
UIT
(60"
TY
P.)
4" Ø
6"
5-1/
2"3/
8"x3
" BO
LTS
TY
PIC
AL
OF
(4) R
EQ
UIR
ED
MO
UN
TIN
G B
OLT
SB
Y O
THE
RS
EX
ISTI
NG
WA
LL
WA
LL M
OU
NTE
D A
PP
LIC
ATI
ON
2BN
.T.S
.
G.C
. IS
RE
SP
ON
SIB
LE F
OR
INS
TALL
ING
CO
NN
EC
TOR
S, P
RO
VID
ED
BY
VE
RIZ
ON
WIR
ELE
SS
,O
N T
HE
JU
MP
ER
CA
BLE
S F
RO
M T
HE
RA
DIO
EQ
UIP
ME
NT
AT
THE
HA
TCH
PLA
TE IN
SID
E T
HE
SH
ELT
ER
. JU
MP
ER
CA
BLE
S W
ILL
ALR
EA
DY
BE
CO
NN
EC
TED
TO
RA
DIO
EQ
UIP
ME
NT
WH
EN
SH
ELT
ER
IS D
ELI
VE
RE
D.
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
c
RE
QU
IRE
D
3. I
NTE
RIO
R P
AN
ELI
NG
IS L
ISTE
D T
O H
AV
E A
FLA
ME
SP
RE
AD
OF
200
OR
LE
SS
.
AR
EA
5. D
ES
IGN
CR
ITE
RIA
RE
QU
IRE
D
NA
TUR
AL
0 C
FM29
3 S
.F.
0 C
FM
AC
TUA
LA
CTU
AL
2600
CFM
0 C
FM
ME
CH
AN
ICA
L
VE
NTI
LATI
ON
SC
HE
DU
LEV
EN
TILA
TIO
NR
EM
AR
KS
SE
E N
OTE
1.
EQ
UIP
ME
NT
EN
CLO
SU
RE
PLA
N &
SE
CTI
ON
B-1
FLO
OR
PLA
N-E
QU
IPM
EN
T E
NC
LOS
UR
E1
0
S
EIS
MIC
EX
PO
SU
RE
GR
OU
P =
III
S
NO
W L
OA
D =
81
PS
F
WA
LL D
EA
D L
OA
D =
35
PS
F
FLO
OR
DE
AD
LO
AD
= 3
5 P
SF
R
OO
F D
EA
D L
OA
D =
45
PS
F
FLO
OR
LIV
E L
OA
D =
150
PS
F
RO
OF
LIV
E L
OA
D =
105
PS
F
WIN
D L
OA
D =
150
MP
H
NO
TE:
GE
NE
RA
L C
ON
TRA
CTO
R IS
RE
SP
ON
SIB
LE F
OR
INS
TALL
ING
ALL
EX
TER
IOR
ATT
AC
HM
EN
TS F
OR
GE
NE
RA
TOR
(HO
OD
S, M
UFF
LER
, VE
NT,
FIL
L, E
TC.)
THIS
SH
ELT
ER
NO
T FO
RH
UM
AN
HA
BIT
ATI
ON
2 1 2"
CO
NC
RE
TE S
KIN
1 1 2"
EP
S F
OA
MIN
SU
LATI
ON
1/2"
SH
EE
TRO
CK
TYP
ICA
L W
ALL
SE
CTI
ON
TYP
ICA
L FL
OO
R S
EC
TIO
N
1/8"
TIL
E
CO
NC
RE
TES
KIN
CA
ST
ININ
SU
LATI
ON
TYP
ICA
L R
OO
F S
EC
TIO
N
3/8"
NU
PO
LY
CA
ST
IN IN
SU
LATI
ON
CO
NC
RE
TE S
KIN
RA
PID
RO
OF
CO
ATI
NG
SY
STE
M B
Y C
ON
KLI
N
3/8"
NU
PO
LY
1/2"
SH
EE
TRO
CK
CO
NC
RE
TES
KIN
CA
ST
ININ
SU
LATI
ON
TYP
ICA
L G
EN
ER
ATO
R R
OO
M F
LOO
R S
EC
TIO
N
SP
ILL
CO
NTA
INM
EN
TS
YS
TEM
1/2"
FO
AM
INS
ULA
TIO
N
1 1/
2" T
HE
RM
AS
HE
ATH
SO
LID
CO
NC
RE
TE &
AG
GR
EG
ATE
SC
ALE
: 1/2
" = 1
'-0"
TRA
NS
VE
RS
E S
EC
TIO
N2
N.T
.S.
VEN
TILA
TIO
N N
OTE
S:
2. E
LEC
TRIC
HE
AT
IS P
RO
VID
ED
BY
5 K
W, 1
8,84
0 B
TUH
,
240
VO
LT, S
ING
LE P
HA
SE
HE
AT
STR
IP, W
ITH
IN B
AR
D
UN
IT L
ISTE
D A
BO
VE
.
1. A
IR C
ON
DIT
ION
ING
IS P
RO
VID
ED
BY
A B
AR
D W
ALL
M
OU
NTE
D S
ELF
-CO
NTA
INE
D E
NE
RG
Y E
FFIC
IEN
T
CO
OLI
NG
SY
STE
M, M
OD
EL
# W
A60
2-A
05E
X2X
I,5 T
ON
,
120
/240
VO
LT,
30 A
MP
, SIN
GLE
PH
AS
E,
57,5
00 B
TUH
C
OO
LIN
G C
AP
AC
ITY
, 10.
20 S
EE
R, 2
4" D
IA. F
AN
, 260
0 C
FM
WIT
H F
ILTE
R
WIR
ELE
SS
TE
LEP
HO
NE
EQ
UIP
ME
NT
EN
CLO
SU
RE
(NO
N-IN
HA
BIT
ED
)
RO
OM
PU
RP
OS
E
7. E
NC
LOS
UR
E A
ND
AS
SO
CIA
TED
EQ
UIP
ME
NT
IS P
RO
VID
ED
BY
OW
NE
R U
ND
ER
S
EP
AR
ATE
CO
NTR
AC
T. E
QU
IPM
EN
T E
NC
LOS
UR
E IN
FOR
MA
TIO
N IN
DIC
ATE
D
HE
RE
IN IS
PR
OV
IDE
D F
OR
RE
FER
EN
CE
ON
LY A
ND
IS T
AK
EN
FR
OM
M
AN
UFA
CTU
RE
R'S
AV
AIL
AB
LE D
ATA
. R
EFE
R T
O C
IVIL
, STR
UC
TUR
AL
AN
D
ELE
CTR
ICA
L D
RA
WIN
GS
FO
R W
OR
K T
O B
E P
ER
FOR
ME
D U
ND
ER
TH
IS C
ON
TRA
CT.
6. F
' =
5000
PS
I @ 2
8 D
AY
S (E
QU
IPM
EN
T E
NC
LOS
UR
E)
4. T
HIS
EN
CLO
SU
RE
IS C
LAS
SIF
IED
AS
US
E G
RO
UP
S-2
, TY
PE
VB
CO
NS
TRU
CTI
ON
;
PE
R 2
009
IBC
AN
D IS
IN C
OM
PLI
AN
CE
WIT
H T
HE
200
9 IB
C, 2
009
IMC
, 200
9 IF
GC
,
200
8 N
EC
AN
D 2
009
IEC
C.
2. E
PS
BO
AR
D IN
SU
LATI
ON
IS L
ISTE
D T
O H
AV
E A
FLA
ME
SP
RE
AD
OF
25 O
R L
ES
S
AN
D S
MO
KE
DE
VE
LOP
ED
OF
450
OR
LE
SS
WIT
H A
MA
XIM
UM
TH
ICK
NE
SS
OF
2
I
NC
HE
S A
T 1
PC
F D
EN
SIT
Y.
PO
LYIS
OC
YA
NU
RA
TE F
OA
M IN
SU
LATI
ON
HA
S B
EE
N
TE
STE
D T
O A
MA
XIM
UM
TH
ICK
NE
SS
OF
3 IN
CH
ES
AT
1.9
PC
F A
ND
HA
S A
FLA
ME
S
PR
EA
D O
F 25
AN
D A
SM
OK
E P
RO
DU
CT
OF
395.
1. E
QU
IPM
EN
T E
NC
LOS
UR
E IS
MA
NU
FAC
TUR
ED
BY
FIB
RE
BO
ND
. TH
IS S
HE
ET
ISP
RO
VID
ED
AS
GU
IDE
ON
LY.
RE
FER
TO
AC
TUA
L FI
BR
EB
ON
D D
RA
WIN
GS
FO
R F
ULL
BU
ILD
ING
PLA
NS
.
NO
TES
:
1/2"
1"2"
STA
ND
BY
GE
NE
RA
TOR
25'-5
1 2"
BA
TT.
RE
CTI
FIE
RB
ATT
ER
YR
AC
K
2 B-12 B-1
V.C
.T. F
LOO
RIN
G
15'-1
1 3 4"
HV
AC
11'-6"
EX
TER
IOR
LIG
HT
WIT
H P
HO
TOC
ELL
24 P
OR
T A
NTE
NN
A C
AB
LEE
NTR
Y P
AN
EL
(TY
P)
GR
OU
ND
BA
R (T
YP
.)
HV
AC
6"3'
-6"
5'-1
1-3/
4"2'
3'
2'2'
2'
2'2'
2'
2' 2' 2'-7-1/4" 2'2'
FIF
8'-1
3/8
"
FIE
LD W
OR
KR
EFE
R T
O F
OU
ND
ATI
ON
DR
AW
ING
S F
OR
STO
OP
DE
TAIL
EX
TER
IOR
LIG
HT
WIT
H P
HO
TOC
ELL
3'-6
" x 7
'-0"
DO
OR
(TY
P)
DA
MP
ER
INTA
KE
GE
NE
RA
TOR
EX
HA
US
T
2'
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
EQ
UIP
ME
NT
EN
CLO
SU
RE
ELE
VA
TIO
NS
B-2
ELE
VA
TIO
N K
EY
ELE
VA
TIO
N-E
QU
IPM
EN
T E
NC
LOS
UR
E1
SC
ALE
: 1/2
" = 1
'-0"
ELE
VA
TIO
N-E
QU
IPM
EN
T E
NC
LOS
UR
E3
SC
ALE
: 1/2
" = 1
'-0"
ELE
VA
TIO
N-E
QU
IPM
EN
T E
NC
LOS
UR
E2
SC
ALE
: 1/2
" = 1
'-0"
4S
CA
LE: 1
/2" =
1'-0
"E
LEV
ATI
ON
-EQ
UIP
ME
NT
EN
CLO
SU
RE
9'-11 1/2"
5 1/2" 9'-0" 6"
46 1/4"
43 1/4"
25'-9
1/2
"
25'-5
1/2
"
83"
52" (
RE
F.)
108"
149"
(RE
F.)
113
1/2"
27"
27"
27"
60"
6"
FIE
LD W
OR
K
FIE
LD W
OR
K
FIE
LD W
OR
K
FIE
LD W
OR
K
9'-11 1/2"
5 1/2" 9'-0" 6"
25'-9
1/2
"
25'-5
1/2
"
FIE
LD W
OR
K
9'-11 1/2"
5 1/2" 9'-0" 6"
11'-6
"
11'-1
0"
9'-11 1/2"
5 1/2" 9'-0" 6"
11'-6
"
11'-1
0"
3 B-2
2 B-2
1 B-2
4 B-2
E-1
UTI
LITY
RO
UTI
NG
PLA
N
E-1
UTI
LITY
RO
UTI
NG
PLA
N
E
NG
INE
ER
.
O
R A
S IN
DIC
ATE
D O
N P
LAN
S.
5.
THE
RA
CE
WA
Y A
ND
WIR
ING
IN
STA
LLA
TIO
N S
HA
LL B
E
4.
JUN
CTI
ON
BO
XE
S O
R P
ULL
BO
XE
S S
HA
LL M
EE
T (N
.E.C
.)
3.
RA
CE
WA
YS
SH
ALL
BE
STE
EL,
GA
LVA
NIZ
ED
, WIT
H S
IZE
AS
2.
ALL
WIR
ING
SH
ALL
BE
CO
PP
ER
TY
PE
TH
WN
AN
D IN
1.
ALL
WIR
ING
OF
ALL
KIN
DS
MU
ST
BE
INS
TALL
ED
IN C
ON
DU
IT,
W
ITH
AR
TIC
LE 2
50 O
F TH
E (N
EC
) NA
TIO
NA
L E
LEC
TRIC
AL
G
RO
UN
DE
D P
ER
MA
NE
NTL
Y A
ND
EFF
EC
TIV
ELY
IN A
CC
OR
DA
NC
E
F
OR
INS
TALL
ATI
ON
OF
RA
CE
WA
YS
AN
D W
IRIN
G.
N
ATI
ON
AL
ELE
CTR
ICA
L C
OD
E S
TAN
DA
RD
S A
ND
AS
AP
PR
OV
ED
E
LEC
TRIC
AL
CO
DE
UN
LES
S O
THE
RW
ISE
NO
TED
ON
PLA
NS
.
SP
EC
IFIE
D A
ND
IN A
CC
OR
DA
NC
E W
ITH
TH
E (N
EC
) NA
TIO
NA
L
A
CC
OR
DA
NC
E W
ITH
TH
E (N
EC
) NA
TIO
NA
L E
LEC
TRIC
AL
CO
DE
U
NLE
SS
OTH
ER
WIS
E N
OTE
D O
R A
PP
RO
VE
D B
Y T
HE
A
LL R
AC
EW
AY
S S
HA
LL B
E A
PP
RO
VE
D P
RIO
R T
O IN
STA
LLA
TIO
N.
ELE
CTR
ICA
L W
IRIN
G A
ND
RA
CE
WA
YS
T
RA
NS
FOR
ME
R
M
US
T B
E A
DH
ER
ED
TO
.
ELE
CTR
ICA
L S
YM
BO
LS
H
AN
DH
OLE
(01G
B)
G
RO
UN
D R
OD
MTD
M
OU
NTE
DM
GB
M
AS
TER
GR
OU
ND
BU
S B
AR
6.
THE
CO
NTR
AC
TOR
SH
ALL
BE
AW
AR
E T
HA
T A
LL S
TATE
AN
D
LO
CA
L C
OD
ES
SH
ALL
AP
PLY
TO
TH
IS I
NS
TALL
ATI
ON
AN
D
M
EC
HA
NIC
AL
GR
OU
ND
CO
NN
EC
TIO
N
O
UTS
IDE
INS
PE
CTI
ON
GR
OU
ND
BA
R W
/
E
XO
THE
RM
IC W
ELD
(CA
DW
ELD
)
ELE
CTR
ICA
L A
BB
RE
VIA
TIO
NS
S
OLI
D B
AR
E C
OP
PE
R W
IRE
#4/
0 TN
ND
U
ND
ER
GR
OU
ND
TE
LEP
HO
NE
CO
ND
UIT
RU
N
U
ND
ER
GR
OU
ND
ELE
CTR
ICA
L C
ON
DU
IT R
UN
SU
RFA
CE
ELE
CTR
ICA
L P
AN
ELB
OA
RD
5
/8" D
IA x
8'-0
" LO
NG
CO
PP
ER
CLA
D
M
IN. 4
2" B
ELO
W G
RA
DE
(HA
RP
ER
L-2
) OR
EQ
UA
L, O
R A
S A
PP
RO
VE
D.
ELE
CTR
IC S
ER
VIC
E M
ETE
R
CO
DE
S.
INC
LUD
E, B
UT
NO
T B
E L
IMIT
ED
TO
, TH
E F
OLL
OW
ING
:
F
OR
LO
CA
L TE
LEP
HO
NE
SE
RV
ICE
.
T
HE
DR
AW
ING
S.
R
EQ
UIR
ED
ON
PLA
NS
.
ELE
CTR
ICA
L - G
EN
ER
AL
NO
TES
:
F
UTU
RE
US
E.
S
ER
VIC
E E
QU
IPM
EN
T W
ITH
IN T
HE
BU
ILD
ING
.
TO
TH
E O
WN
ER
BE
FOR
E S
UB
MIT
TIN
G B
ID.
OF
CO
ND
UIT
AN
D W
IRIN
GS
TO
AV
OID
CO
NFL
ICT.
CO
NTR
AC
TOR
RE
SP
ON
SIB
ILIT
IES
A
PP
RO
VA
LS, A
ND
PA
YM
EN
T O
F A
LL F
EE
S.
AC
CO
RD
AN
CE
WIT
H M
AN
UFA
CTU
RE
R'S
WIR
E D
IAG
RA
MS
AN
D A
S
AN
D R
EQ
UIR
EM
EN
TS O
F (F
BO
) EQ
UIP
ME
NT
PR
IOR
TO
RO
UG
H-IN
OF
CO
NTR
AC
TOR
SH
ALL
VE
RIF
Y A
ND
CO
OR
DIN
ATE
CH
AR
AC
TER
ISTI
CS
RE
QU
IRE
D F
OR
A C
OM
PLE
TE O
PE
RA
TIN
G IN
STA
LLA
TIO
N. E
LEC
TRIC
AL
THE
LA
TES
T IS
SU
E O
F TH
E V
AR
IOU
S A
PP
LIC
AB
LE S
TAN
DA
RD
A
PP
LIC
AB
LE:
STA
TE, L
OC
AL,
AN
D N
ATI
ON
AL
CO
DE
S A
S W
ELL
AS
2.
THE
IN
STA
LLA
TIO
N S
HA
LL B
E I
N A
CC
OR
DA
NC
E W
ITH
ALL
S
EC
UR
ING
ALL
RE
QU
IRE
D P
ER
MIT
S, L
ICE
NS
ES
, IN
SP
EC
TIO
NS
,1.
TH
E C
ON
TRA
CTO
R S
HA
LL B
E R
ES
PO
NS
IBLE
FO
R P
RO
VID
ING
AN
D
UN
LES
S O
THE
RW
ISE
NO
TED
, TH
E E
LEC
TRIC
AL
CO
NTR
AC
TOR
SH
ALL
INFO
RM
ATI
ON
, ETC
. RE
PO
RT
AN
Y D
ISC
RE
PA
NC
IES
, C
ON
FLIC
TS, E
TC.
DO
OR
SW
ING
S,
WIN
DO
WS
, C
OO
RD
INA
TIO
N,
AN
D A
DD
ITIO
NA
L
AN
D IN
FOR
MA
TIO
N, C
HE
CK
STR
UC
TUR
AL
AN
D O
THE
R M
EC
HA
NIC
AL
FOR
ME
AN
ING
OFA
BB
RE
VIA
TIO
NS
AN
D A
DD
ITIO
NA
L R
EQ
UIR
EM
EN
TS
THE
DR
AW
ING
S A
ND
SP
EC
IFIC
ATI
ON
S P
RO
VID
ED
BY
TH
E O
WN
ER
, C
ON
TRA
CTO
R S
HA
LL V
ER
IFY
ALL
DE
TAIL
S A
ND
SC
HE
DU
LES
ON
P
RIO
R T
O T
HE
SU
BM
ISS
ION
OF
BID
S,
THE
ELE
CTR
ICA
L
S
OC
KE
T A
ND
MA
KE
TH
E N
EC
ES
SA
RY
CO
NN
EC
TIO
N T
O T
HE
S
ER
VIC
E E
NTR
AN
CE
CO
ND
UC
TOR
S,
CO
ND
UIT
AN
D M
ETE
R6.
TH
E C
ON
TRA
CTO
R S
HA
LL F
UR
NIS
H A
ND
INS
TALL
ELE
CTR
ICA
L
CO
MP
LETE
LY
WIR
ED
BY
TH
E E
LEC
TRIC
AL
CO
NTR
AC
TOR
IN
ALL
A
SS
OC
IATE
D E
QU
IPM
EN
T S
HA
LL
BE
IN
STA
LLE
D A
ND
CO
NTR
OLS
, ETC
. FO
R A
LL E
QU
IPM
EN
T FU
RN
ISH
ED
BY
OTH
ER
S (F
BO
).P
RO
VID
E T
HE
NE
CE
SS
AR
Y M
OTO
R S
TAR
TER
S,
DIS
CO
NN
EC
TS,
AN
D E
LEC
TRIC
AL
DR
AW
ING
S F
OR
SC
ALE
, SP
AC
E L
IMIT
ATI
ON
S, B
EA
MS
,
4.
CO
ND
UIT
S S
HA
LL B
E P
VC
SC
HE
D. 4
0 U
NLE
SS
OTH
ER
WIS
E N
OTE
D.
3.
THE
INS
TALL
ATI
ON
, PR
OV
ISIO
N O
F C
ON
DU
IT A
ND
CO
NN
EC
TIO
NS
A
ND
WIR
E A
SS
OC
IATE
D W
ITH
IT A
S IN
DIC
ATE
D A
ND
/OR
S
ER
VIC
E (
OV
ER
HE
AD
OR
UN
DE
RG
RO
UN
D) A
ND
ALL
CO
ND
UIT
2.
THE
IN
STA
LLA
TIO
N A
ND
PR
OV
ISIO
N O
F A
N E
LEC
TRIC
AL
G
RO
UN
D R
OD
(E
LEC
TRO
DE
) SY
STE
M A
S IN
DIC
ATE
D IN
1.
THE
IN
STA
LLA
TIO
N,
PR
OV
ISIO
NS
, AN
D C
ON
NE
CTI
ON
OF
A
CO
NN
EC
TIO
N W
ITH
TH
IS S
ITE
AN
D S
HA
LLR
EQ
UIR
ED
TO
IN
STA
LL T
HE
ELE
CTR
ICA
L W
OR
K C
OM
PLE
TE IN
CO
NTR
AC
TOR
OF
ALL
LA
BO
R, M
ATE
RIA
LS,
AN
D E
QU
IPM
EN
T
THE
GE
NE
RA
L N
OTE
S A
ND
AC
CO
MP
AN
YIN
G D
RA
WIN
GS
AR
E T
O
5.
ALL
FIS
H L
INE
SH
ALL
BE
LE
FT I
N C
ON
DU
ITS
(PV
C) F
OR
IND
ICA
TE T
HE
PR
OV
ISIO
NS
AN
D R
EQ
UIR
EM
EN
TS N
BY
TH
E E
LEC
TRIC
AL
LEG
EN
D
PN
L P
AN
EL
PH
P
HA
SE
(Ø)
PB
P
ULL
BO
X
V
VO
LTS
W
WIR
E
SW
S
WIT
CH
C
CO
ND
UIT
WP
W
EA
THE
RP
RO
OF
CTW
C
LOS
E T
O W
ALL
HP
H
OR
SE
PO
WE
R
FBO
FU
RN
ISH
ED
BY
OTH
ER
S
ATW
A
TTA
CH
ED
TO
WA
LL
WM
W
ATE
R M
AIN
MIN
M
INIM
UM
MA
X
MA
XIM
UM
KW
K
ILO
WA
TTS
MFR
M
AN
UFA
CTU
RE
R
UTI
LITI
ES
GE
NE
RA
L N
OTE
S
JB
JU
NC
TIO
N B
OX
CO
NS
TRU
CT
TO U
TILI
TY C
OM
PA
NY
PLA
NS
AN
D S
PE
CIF
ICA
TIO
NS
1. U
TILI
TY P
OIN
TS O
F S
ER
VIC
E A
ND
WO
RK
/ M
ATE
RIA
LS S
HO
WN
AR
E B
AS
ED
ON
PR
ELI
MIN
AR
Y IN
FOR
MA
TIO
N O
NLY
, PR
OV
IDE
D
2. C
ON
TRA
CTO
R S
HA
LL C
OO
RD
INA
TE W
ITH
UTI
LITY
CO
MP
AN
Y F
OR
FI
NA
L A
ND
EX
AC
T W
OR
K /
MA
TER
IALS
RE
QU
IRE
ME
NTS
AN
D
ON
LY.
CO
NTR
AC
TOR
SH
ALL
FU
RN
ISH
AN
D IN
STA
LL A
LL C
ON
DU
IT,
PU
LL W
IRE
S, C
AB
LES
, PU
LLB
OX
ES
, CO
NC
RE
TE E
NC
AS
EM
EN
T O
FC
ON
DU
IT (
IF R
EQ
UIR
ED
), T
RA
NS
FOR
ME
R P
AD
, B
AR
RIE
RS
, P
OLE
R
ISE
RS
, TR
EN
CH
ING
, B
AC
KFI
LL,
PA
Y A
LL U
TILI
TY C
OM
PA
NY
FE
ES
BY
TH
E U
TILI
TY C
OM
PA
NIE
S A
ND
AR
E F
OR
BID
PU
RP
OS
E O
NLY
.
AN
D IN
CLU
DE
ALL
RE
QU
IRE
ME
NTS
IN S
CO
PE
OF
WO
RK
.
EG
R
EM
ER
GE
NC
Y G
EN
ER
ATO
R R
EC
EP
TAC
LEE
GB
E
XTE
RN
AL
GR
OU
ND
BU
S B
AR
GFI
G
RO
UN
D F
AU
LT IN
TER
RU
PTO
R
RG
S
RIG
ID G
ALV
AN
IZE
D S
TEE
L C
ON
DU
IT
TTC
TE
LEP
HO
NE
TE
RM
INA
L C
AB
INE
T
CO
ND
UIT
CA
P
ME
TER
BR
EA
KE
R
MA
TER
IALS
EN
GIN
EE
RS
NA
TIO
NA
L E
LEC
TRIC
CO
DE
AS
SO
CIA
TIO
N
NE
CA
NS
IIE
EE
AS
TM
NE
MA
UL
BE
INC
LUD
ED
IN H
IS B
ID F
OR
CO
NTR
AC
T.
E
QU
AL)
.
C
ON
NE
CTI
ON
.
E
XIS
TIN
G U
ND
ISTU
RB
ED
EA
RTH
.
R
AD
IUS
OF
EIG
HT
INC
HE
S (1
2").
P
ER
TH
E M
AN
UFA
CTU
RE
R'S
SP
EC
IFIC
ATI
ON
.
E
QU
AL.
5
OH
MS
.
F
OR
CO
NTR
AC
TOR
S, L
ATE
ST
ED
ITIO
N.
D
UE
TO
TH
E S
PE
CIF
IC S
ITE
CO
ND
ITIO
NS
.
SP
RA
YE
D W
ITH
CO
LD-G
ALV
AN
IZE
D P
AIN
T.
E
QU
IPM
EN
T A
ND
TO
WE
R.
AM
ER
ICA
N S
OC
IETY
FO
R T
ES
TIN
G
W
ILL
HA
VE
NO
OX
IDA
TIO
N C
OM
PO
UN
D A
PP
LIE
D T
O
11.
GR
OU
ND
RIN
GS
AR
E T
O B
E IN
STA
LLE
D A
MIN
IMU
M O
F 2'
-0" F
RO
M
10.
ALL
GR
OU
ND
ING
INS
TALL
ATI
ON
IS T
O B
E IN
AC
CO
RD
AN
CE
WIT
H
ALL
TEL
CE
LL S
ITE
GR
OU
ND
ING
AN
D IN
STA
LLA
TIO
N H
AN
DB
OO
K
4.
GR
OU
ND
RO
DS
SH
ALL
BE
IN
STA
LLE
D V
ER
TIC
ALL
Y IN
TH
E
6.
THE
FE
NC
E L
INE
WIL
L B
E G
RO
UN
DE
D A
T TH
E C
OR
NE
R
C
ON
DU
CTO
R B
EN
DS
SH
ALL
NO
T B
E L
ES
S T
HA
N A
MIN
IMU
M
BA
RE
EA
RTH
AT
A M
INIM
UM
DE
PTH
OF
42 IN
CH
ES
. A
LL
4/0,
BA
RE
TIN
NE
D C
OP
PE
R C
ON
DU
CTO
R, I
N C
ON
TAC
T W
ITH
5.
GR
OU
ND
RIN
G A
RO
UN
D B
UIL
DIN
G S
HA
LL B
E B
AR
E C
OP
PE
R,
C
LAD
GR
OU
ND
RO
D W
HIC
H IS
INC
OR
PO
RA
TED
INTO
TH
E
P
OS
TS A
ND
GA
TES
. P
OS
TS S
HA
LL H
AV
E O
NE
# 4
/0 T
HW
N
9.
CH
EM
ICA
L G
RO
UN
DS
SH
ALL
BE
XIT
, CH
EM
-RO
D O
R A
PP
RO
VA
L
8.
ALL
DE
TAIL
S A
RE
SH
OW
N IN
GE
NE
RA
L TE
RM
S.
AC
TUA
L
GR
OU
ND
ING
INS
TALL
ATI
ON
AN
D C
ON
STR
UC
TIO
N M
AY
VA
RY
R
ES
ISTA
NC
E T
O W
HIC
H IT
SH
ALL
NO
T E
XC
EE
D M
AX
IMU
M O
F
PE
RFO
RM
ED
IN A
CC
OR
DA
NC
E W
ITH
ALL
TEL
GR
OU
ND
GR
ID7.
TE
STS
ON
TH
E G
RO
UN
DIN
G
INS
TALL
ATI
ON
SH
ALL
BE
FRA
ME
. A
LL C
ON
NE
CTI
ON
S A
RE
TO
BE
CA
D-W
ELD
ED
AN
DS
TRA
ND
ED
CO
PP
ER
GR
OU
ND
-JU
MP
ER
TO
TH
E S
WIN
G G
ATE
E
XTE
RIO
R G
RO
UN
D R
ING
. G
ATE
PO
STS
SH
ALL
HA
VE
A
C
OP
PE
R C
ON
DU
CTO
R W
IRE
CO
NN
EC
TED
TO
A 5
/8" B
Y 8
' SO
LID
CO
PP
ER
UN
DE
RW
RIT
ER
S L
AB
OR
ATO
RY
, IN
C.
U
TILI
TY A
DD
ITIO
NA
L C
OS
TS T
HE
Y M
AY
RE
QU
IRE
, AN
D S
HA
LL
B
EFO
RE
SU
BM
ITTI
NG
HIS
BID
, TO
DE
TER
MIN
E F
RO
M E
AC
H
RE
GU
LATI
ON
S A
ND
SH
ALL
GE
T TH
E A
PP
RO
VA
L FR
OM
SA
ME
,
SH
ALL
C
ON
FOR
M T
O T
HE
LO
CA
L U
TILI
TY C
OM
PA
NY
'S3.
P
RIO
R T
O C
OM
ME
NC
ING
WO
RK
, TH
E E
LEC
TRIC
AL
CO
NTR
AC
TOR
ELE
CTR
ICA
L - G
RO
UN
DIN
G R
OD
SY
STE
M
R
OD
S,
SP
LIC
ES
, AN
D F
OR
LIG
HTN
ING
SU
RG
E P
RO
TEC
TIO
N
CA
DW
ELD
S A
ND
SH
ALL
IN
CLU
DE
ALL
CA
BLI
NG
TO
GR
OU
ND
1.
ALL
GR
OU
ND
RO
D C
ON
NE
CTI
ON
S S
HA
LL B
E IN
STA
LLE
D U
SIN
G
M
ATE
RIA
LS U
SE
D S
HA
LL B
E "C
AD
WE
LD" A
ND
INS
TALL
ED
AS
3.
ALL
ELE
CTR
ICA
L A
ND
ME
CH
AN
ICA
L G
RO
UN
D C
ON
NE
CTI
ON
S
2.
ALL
CA
DW
ELD
CO
NN
EC
TIO
NS
ON
GA
LVA
NIZ
ED
SU
RFA
CE
S
(
2) C
OA
TS S
HE
RW
IN W
ILLI
AM
S G
ALV
ITE
PA
INT
3350
W3
(OR
S
HA
LL B
E C
LEA
NE
D T
HO
RO
UG
HLY
AN
D C
OV
ER
ED
WIT
H T
WO
S
YS
TEM
AS
SH
OW
N O
N T
HE
SE
PLA
NS
. A
LL E
QU
IPM
EN
T A
ND
AM
ER
ICA
N N
ATI
ON
AL
STA
ND
AR
D IN
STI
TUTE
INS
TITU
TE O
F E
LEC
TRIC
AL
AN
D E
LEC
TRO
NIC
NA
TIO
NA
L E
LEC
TRIC
AL
MA
NU
FAC
TUR
ER
S
SP
EC
IFIC
ATI
ON
S O
F TH
E F
OLL
OW
ING
RE
CO
GN
IZE
D A
UTH
OR
ITIE
S:
NE
C
NA
TIO
NA
L E
LEC
TRIC
CO
DE
HA
SH
MA
RK
S IN
DIC
ATE
NU
MB
ER
CO
ND
UIT
RU
N U
ND
ER
GR
OU
ND
CO
ND
UIT
RU
N A
BO
VE
GR
OU
ND
NE
UTR
AL
CO
ND
UC
TOR
OF
WIR
ES
IN C
ON
DU
IT
ISO
LATI
ON
TR
AN
SFO
RM
ER
DIS
CO
NN
EC
T S
WIT
CH
GE
NE
RA
TOR
RE
CE
PTA
CLE
0
SCALE 1" =
5'10
'20
'
10'
FIB
ER
EX
TEN
SIO
N F
RO
MR
OW
. TO
HA
ND
HO
LE, 1
131±
L.F.
CO
NTR
AC
TOR
TO
PR
OV
IDE
(1) 4
" C.,
1131
± L.
F.
NO
TE:
CO
ND
UIT
RO
UTE
SH
OW
N IN
PLA
N IS
SC
HE
MA
TIC
ON
LY. C
ON
TRA
CTO
R IS
TO
US
E B
ES
T P
RA
CTI
CE
TO M
INIM
IZE
RU
NS
& B
EN
DS
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
B
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW
REVISED PER CLIENT COMMENTS
07/31/14
09/02/14
EW
SA
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
24" M
IN B
EN
D R
AD
IUS
ON
ALL
CO
ND
UIT
UN
DE
RG
RO
UN
D C
ON
DU
IT F
RO
MP
OLE
TO
PA
D M
OU
NTE
DTR
AN
SFO
RM
ER
BY
ELE
CTR
ICC
OM
PA
NY
, 385
± L.
F.
(1) 3
" Ø S
CH
. 40
PV
CU
/G/ C
ON
DU
IT F
OR
ELE
CTR
IC P
OW
ER
., 57
± L.
F.(1
) 4" Ø
SC
H 4
0 P
VC
U/G
/ CO
ND
UIT
FO
RFI
BE
R.,
79 ±
L.F
.
PR
OP
OS
ED
FIB
ER
HA
ND
HO
LE (B
YFI
BE
R P
RO
VID
ER
)
(3) 4
" C W
/PU
LL R
OP
EFR
OM
TR
AN
SFO
RM
ER
TO
ME
TER
CE
NTE
R, 1
3 ±
L.F.
PR
OP
OS
ED
UTI
LITY
H-F
RA
ME
NO
TE: F
OR
FU
LL U
TILI
TYR
OU
TE, S
EE
LP
SH
EE
T
0
SCALE 1" =
2'4'
8'
4'
E-2
SIT
E G
RO
UN
DIN
G P
LAN
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
B
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW
REVISED PER CLIENT COMMENTS
07/31/14
09/02/14
EW
SA
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
1
2
3
4
5
6
7
8
9
10
4
7
7
#2 A
WG
TN
ND
SO
LID
BA
RE
CO
PP
ER
CO
ND
UC
TOR
42"
BE
LOW
GR
AD
E(T
YP
ICA
L) M
INIM
UM
24"
BE
ND
ING
RA
DIU
S
5/8"
x 1
0' C
OP
PE
R C
LAD
GR
OU
ND
RO
D, T
YP
. 14'
MA
X. S
PA
CIN
G B
ETW
EE
N G
RO
UN
D R
OD
S
8765432
TYP
ICA
L K
EY
ED
GR
OU
ND
ING
NO
TES
GR
OU
ND
ALL
CO
RN
ER
PO
STS
WIT
H M
EC
HA
NIC
AL
PIP
E C
ON
NE
CTO
RS
PE
RIP
HE
RA
L G
RO
UN
D R
ING
SH
OU
LD B
E IN
STA
LLE
D 1
'-2' I
NS
IDE
TH
EFE
NC
E L
INE
, TH
E T
OW
ER
GR
OU
ND
RIN
G S
HO
ULD
BE
INS
TALL
ED
AM
INIM
UM
TW
O F
EE
T O
FF O
F A
NY
STR
UC
TUR
E
5 8"Ø
10'
LO
NG
CO
PP
ER
CLA
D G
RO
UN
D R
OD
WIT
H IN
SP
EC
TIO
N W
ELL
,TO
P O
F G
RO
UN
D R
OD
MA
X 2
4" B
UR
Y, S
EE
DE
TAIL
SH
EE
T E
-4,
TYP
ICA
L O
F TW
O O
PP
OS
ITE
CO
RN
ER
S
INS
PE
CTI
ON
WE
LL #
2
BO
ND
TO
WE
R T
O G
RO
UN
D S
YS
TEM
WIT
H C
AD
WE
LD T
YP
E V
S, 3
LOC
ATI
ON
S
GA
TE J
UM
PE
RS
SE
E D
ETA
IL O
N S
HE
ET
E-2
PR
OV
IDE
AN
EX
TER
NA
L #2
TN
NC
OA
TED
GR
OU
ND
LE
AD
FR
OM
GR
OU
ND
RIN
G T
O A
LL M
ETA
L C
AB
INE
TS O
N U
TILI
TY B
AC
KB
OA
RD
(TE
LCO
,ELE
XTR
IC,B
RE
AK
ER
PA
NE
LS, M
ETE
R R
AC
KS
, JU
NC
TIO
N B
OX
ES
,E
TC.)
SLE
VE
D IN
CO
ND
UIT
FR
OM
JU
ST
BE
LOW
GR
AD
E T
O S
AN
D C
AB
INE
TSU
SIN
G B
UR
ND
Y T
YP
E 2
LO
NG
BA
RR
EL
LUG
S W
ITH
NO
-OK
OR
CO
PP
ER
SH
IELD
9
BO
ND
TH
E #
6 G
RE
EN
INS
ULA
TED
CO
ND
UC
TOR
FR
OM
ME
TER
PA
NE
L A
ND
DIS
CO
NN
EC
T TO
SE
PA
RA
TE G
RO
UN
D R
OD
(TY
P. O
F 2)
10
CO
NTR
AC
TOR
RE
SP
ON
SIB
LE F
OR
VE
RIF
YIN
G
S
OLI
D B
AR
E C
OP
PE
R W
IRE
#2
AW
G T
NN
D
MIN
. 24"
BE
LOW
GR
AD
E (H
AR
PE
R L
-2) O
R E
QU
AL,
G
RO
UN
D R
OD
E
XO
THE
RM
IC W
ELD
(CA
DW
ELD
)
5
/8" D
IA X
10'
-0" L
ON
G C
OP
PE
R C
LAD
G
RO
UN
D B
AR
WIT
H IN
SP
EC
TIO
N W
ELL
M
EC
HA
NIC
AL
GR
OU
ND
CO
NN
EC
TIO
N
O
R A
S A
PP
RO
VE
D.
GR
OU
ND
ING
SY
MB
OLS
UTI
LITI
ES
PR
IOR
TO
AN
Y E
XC
AV
ATI
ON
1. C
ON
TRA
CTO
R S
HA
LL V
ER
IFY
TH
AT
THE
GR
OU
ND
ING
ELE
CTR
OD
ES
WIL
L B
EC
ON
NE
CTE
D IN
A R
ING
US
ING
#2
AW
G B
AR
E T
INN
ED
SO
LID
CO
PP
ER
WIR
E.
THE
TOP
OF
THE
GR
OU
ND
RO
DS
AN
D T
HE
RIN
G C
ON
DU
CTO
R S
HA
LL B
E A
MIN
IMU
M O
F42
INC
HE
S B
ELO
W G
RA
DE
OR
BE
LOW
FR
OS
T LI
NE
(WH
ICH
EV
ER
IS G
RE
ATE
R).
GR
OU
ND
ING
ELE
CTR
OD
ES
SH
ALL
BE
SP
AC
ED
AT
MIN
IMU
M 1
0'-0
" ON
CE
NTE
R A
ND
A M
AX
IMU
M O
F 15
'-0" O
N C
EN
TER
. P
RO
VID
E A
ND
INS
TALL
AS
RE
QU
IRE
D P
ER
PLA
N.
2. B
ON
DIN
G O
F TH
E G
RO
UN
DE
D C
ON
DU
CTO
R (N
EU
TRA
L) A
ND
TH
E G
RO
UN
DIN
GC
ON
DU
CTO
R S
HA
LL B
E A
T TH
E S
ER
VIC
E D
ISC
ON
NE
CTI
NG
ME
AN
S.
BO
ND
ING
JUM
PE
R S
HA
LL B
E IN
STA
LLE
D P
ER
NE
C A
RTI
CLE
250
-30.
3. G
RO
UN
D R
ING
CO
NN
EC
TIO
N C
ON
DU
CTO
RS
SH
ALL
BE
OF
EQ
UA
L LE
NG
TH,
MA
TER
IAL,
AN
D B
ON
DIN
G T
EC
HN
IQU
E.
4. C
ON
TRA
CTO
R S
HA
LL E
NS
UR
E G
RO
UN
D R
ING
IS W
ITH
IN 1
2 TO
36
INC
HE
S O
F TH
EE
QU
IPM
EN
T P
AD
. P
RO
VID
E/IN
STA
LL G
RO
UN
DIN
G C
ON
NE
CTI
ON
S S
HO
WN
AB
OV
EA
S N
EE
DE
D P
ER
EX
ISTI
NG
SIT
E G
RO
UN
DIN
G S
YS
TEM
. C
ON
TRA
CTO
R S
HA
LLV
ER
IFY
ALL
EX
ISTI
NG
SIT
E G
RO
UN
DIN
G C
ON
DIT
ION
S B
EFO
RE
STA
RTI
NG
WO
RK
OR
PU
RC
HA
SIN
G E
QU
IPM
EN
T.
5. B
ON
D C
IGB
TO
EX
TER
NA
L G
RO
UN
D R
ING
WIT
H 2
RU
NS
OF
#2 A
WG
BA
RE
TIN
NE
DS
OLI
D C
OP
PE
R C
ON
DU
CTO
R IN
PV
C C
ON
DU
IT.
CO
NN
EC
T B
AR
EN
D W
ITH
2-H
OLE
LUG
CO
NN
EC
TOR
S.
CO
ND
UC
TOR
SH
ALL
BE
BO
ND
ED
TO
EX
TER
NA
L G
RO
UN
D R
OD
US
ING
EX
OTH
ER
MIC
WE
LD (C
AD
WE
LD).
6. B
ON
DIN
G C
ON
DU
CTO
RS
SH
ALL
BE
RO
UTE
D T
HR
OU
GH
1 2" P
VC
CO
ND
UIT
SLE
EV
ER
UN
UN
DE
R T
HE
EQ
UIP
ME
NT
PA
D.
RE
FER
TO
EQ
UIP
ME
NT
BO
ND
ING
CO
ND
UC
TOR
RO
UTI
NG
DE
TAIL
.
7. T
HE
PR
EFE
RR
ED
LO
CA
TIO
N F
OR
CO
AX
GR
OU
ND
ING
IS A
T TH
E B
AS
E O
F TH
ETO
WE
R P
RIO
R T
O T
HE
CO
AX
BE
ND
. B
ON
DIN
G IS
SH
OW
N O
N T
HE
ICE
BR
IDG
E D
UE
TO D
IFFI
CU
LTY
WIT
H W
ELD
ING
OR
ATT
AC
HIN
G T
O T
OW
ER
. C
ON
TRA
CTO
R S
HA
LLA
DV
ISE
CO
NS
TRU
CTI
ON
MA
NA
GE
R P
RIO
R T
O P
LAC
ING
TH
E C
IGB
ON
ICE
BR
IDG
E IF
MO
UN
TIN
G T
O T
OW
ER
IS P
OS
SIB
LE.
8. C
ON
TRA
CTO
R S
HA
LL V
ER
IFY
EX
ISTI
NG
GR
OU
ND
BO
ND
TO
TH
E F
EN
CE
IN A
TLE
AS
T (2
) OTH
ER
PLA
CE
S IN
AD
DIT
ION
TO
NE
W C
ON
NE
CTI
ON
SH
OW
N.
CO
NTR
AC
TOR
SH
ALL
ALS
O V
ER
IFY
EX
ISTI
NG
GR
OU
ND
ING
CO
NN
EC
TIO
N T
OA
CC
ES
S G
ATE
. P
RO
VID
E A
ND
INS
TALL
GR
OU
ND
ING
CO
NN
EC
TIO
NS
AS
RE
QU
IRE
DTO
ME
ET
THE
SE
RE
QU
IRE
ME
NTS
.
GR
OU
ND
ING
NO
TES
1
SIT
E G
RO
UN
DIN
G P
LAN
SE
E D
ETA
ILS
ON
SH
EE
T E
-31"
= 4
'A
LL C
ON
NE
CTI
ON
S T
O G
RO
UN
D B
AR
SH
ALL
BE
CO
ATE
D W
ITH
A N
ON
-OX
IDIZ
ING
CO
MP
OU
ND
SU
RFA
CE
TO
OR
IGIN
AL
OR
BE
TTE
R C
ON
DIT
ION
CO
NTR
AC
TOR
RE
SP
ON
SIB
LE T
O R
ETU
RN
DESCRIPTION
REVISIONS
SH
EE
T N
UM
BE
R
SH
EE
T TI
TLE
DA
TE:
PR
OJE
CT
#:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
NO.BY DATE
SIT
E H
V84
8
GR
OV
EP
LEA
SA
NT
A
N 8
50 R
OA
DP
LEA
SA
NT
GR
OV
E, K
S AB
EW
44-0
66
07/3
1/14
ISSUED FOR REVIEW07/31/14EW
312 W. COLFAX AVE.SOUTH BEND, IN 46601
VE
RIZ
ON
WIR
ELE
SS
SIT
E N
AM
E:
LAW
C P
LEA
SAN
T G
RO
VE
E-3
GR
OU
ND
ING
DE
TAIL
SE
LEC
TRIC
AL
&
4/0
CO
PP
ER
CA
BLE
WE
EP
HO
LES
LYN
CO
NIT
E B
AC
KFI
LL
CA
DW
ELD
CO
NN
EC
TIO
N
FIN
ISH
ED
GR
AD
E
SLO
TTE
D C
OV
ER
BR
EA
THE
R H
OLE
PR
OTE
CTI
VE
CO
VE
R B
OX
UL
NA
ME
PLA
TE
STA
R W
AS
HE
R
NU
T
FLA
T W
AS
HE
R
TWO
HO
LE L
UG
BO
LTN
ON
-OX
IDIZ
ING
CO
MP
OU
ND
TYP
ICA
L B
AR
RE
L LU
G C
ON
NE
CTI
ON
6N
.T.S
.
TYP
ICA
L X
IT C
HE
MIC
AL
GR
OU
ND
DE
TAIL
(WH
EN
RE
QU
IRE
D)
7N
.T.S
.
TYP
E V
V
NO
T C
UT
SU
RFA
CE
OR
PIP
E.
CA
DW
ELD
DE
TAIL
S5
CA
BLE
OFF
SU
RFA
CE
.
N.T
.S.
CA
BLE
TO
VE
RTI
CA
L
HO
RIZ
ON
TAL
OR
VE
RTI
CA
L P
IPE
.
THE
SID
E O
F E
ITH
ER
STE
EL
SU
RFA
CE
OR
TO
THR
OU
GH
VE
RTI
CA
L
CA
BLE
S L
AP
PE
D A
ND
CR
OS
S O
F H
OR
IZO
NTA
L
TO V
ER
TIC
AL
STE
EL
SU
RFA
CE
OR
TH
E S
IDE
OF
HO
RIZ
ON
TAL
PIP
E.
HO
RIZ
ON
TAL
CA
BLE
TA
P
TYP
E V
N
THR
OU
GH
CA
BLE
TO
TYP
E G
T
TOP
OF
GR
OU
ND
RO
D.
RU
N A
ND
TO
P C
AB
LES
.TE
E O
F H
OR
IZO
NTA
L
TYP
E T
A
VE
RTI
CA
L P
IPE
.O
F H
OR
IZO
NTA
L O
RS
UR
FAC
E O
R T
HE
SID
E
CA
BLE
TA
P D
OW
N A
T 45
°TO
VE
RTI
CA
L S
TEE
L
TYP
E V
S
TYP
E X
B
THR
OU
GH
CA
BLE
S T
O S
IDE
HO
RIZ
ON
TAL
CA
BLE
TA
P
TYP
E H
S
TO H
OR
IZO
NTA
L S
TEE
L
OF
GR
OU
ND
RO
D.
TYP
E G
Y
THR
OU
GH
AN
D T
AP
CA
BLE
S T
O G
RO
UN
D R
OD
TYP
E N
C
GR
OU
ND
RO
D.
CA
BLE
TA
P T
O T
OP
OF
TYP
E G
R
NO
TE:
NO
-OX
ON
SU
RFA
CE
BE
TWE
EN
LU
G A
ND
BU
S B
AR
ON
LY.
18" ABOVE GRADE
FEN
CE
PO
ST
8
CA
DW
ELD
GA
TEJU
MP
ER
TO
VE
RTI
CA
L P
OS
TS
#2 A
WG
TN
ND
SO
LID
BA
RE
CO
PP
ER
CO
ND
UC
TOR
CA
DW
ELD
TO E
XTE
RIO
R H
ALO
GR
OU
ND
BY
G.C
. 12"
AB
OV
E F
INA
L G
RA
DE
N.T
.S. (
IF A
PP
LIC
AB
LE)
CO
RN
ER
AN
D G
ATE
FE
NC
E P
OS
T D
ETA
IL#2 A
WG
FLE
XIB
LE G
ATE
JUM
PE
R (H
AR
GE
R #
GJX
2S24
)
GA
TE
TYP
ICA
L G
RO
UN
D R
OD
DE
TAIL
3N
.T.S
.
CA
DW
ELD
CO
NN
EC
TIO
NTR
EA
TED
WIT
H (2
) CO
ATS
CO
LD G
ALV
AN
IZE
D P
AIN
T
#2 A
WG
SO
LID
TIN
NE
D C
OP
PE
R W
IRE
5/8"
Ø C
OP
PE
RC
LAD
STE
EL
GR
OU
ND
RO
D 1
0' L
ON
G30
°0''
MA
X.
FIN
ISH
ED
GR
AD
E
3'-6" OR BELOW FROSTLINEWHICHEVER IS DEEPER
NO
TE:
WH
ER
E R
OC
K IS
EN
CO
UN
TER
D,
RO
CK
WIL
L B
E D
RIL
LED
, FIL
LED
WIT
HC
ON
DU
CTI
VE
SO
IL &
RO
DS
INS
TALL
ED
TO
FU
LL D
EP
TH
BA
RE
CO
PP
ER
CO
ND
UC
TOR
#2 A
WG
SO
LID
TN
ND
36"
60"
5"
1" MAX.
TYP
ICA
L IN
SP
EC
TIO
N W
ELL
DE
TAIL
4N
.T.S
.
CO
PP
ER
CLA
D G
RO
UN
D R
OD
5/8"
DIA
. x 1
0-0"
LO
NG
CA
DW
ELD
CO
NN
EC
TIO
NS
,TY
PE
GT,
NC
(BY
G.C
.)
FIN
AL
GR
AD
ING
(SE
EC
IVIL
DR
AW
ING
S)
NO
TE:
THR
EE
INS
PE
CTI
ON
WE
LLS
PE
R S
ITE
. S
EE
SH
EE
T E
-2 F
OR
LOC
ATI
ON
S.
3 4" C
RU
SH
ED
STO
NE
OR
EQ
UA
LFI
LL T
ES
T W
ELL
TO
WIT
HIN
2" O
F TO
P
18"Ø
x24
" DE
EP
INS
PE
CTI
ON
WE
LLP
.V.C
. SO
IL P
IPE
WIT
HC
AP
OR
EQ
UIV
ALE
NT
PR
OP
OS
ED
UTI
LTIY
SU
PP
OR
T FR
AM
E
NO
TES
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From: Hank Madden – RF Engineer, Verizon Wireless October 7, 2014
To: The City Representatives
RE: New Cell Site near Pleasant Grove, KS
____________________________________________________________________________________
Dear City Representatives,
Verizon Wireless is proud to serve the greater Lawrence area and we are always diligent to maintain excellent service and improvements. At this time, we are trying to enhance the area near and surrounding Pleasant Grove, KS where coverage service reliability and capacity must be improved. The area that needs improvement at this time in both coverage and performance is along Highway 59 south of Lawrence near the community of Pleasant Grove. The fast growing 3G voice and 4G (LTE) data have required us to put a new site in this area to improve coverage, performance and offload capacity from our existing sites namely Wakarusa River and South Lawrence as shown below, Map 1.
Map 1 – Existing Coverage
Below is map 2 showing with the proposed new site, Pleasant Grove.
Map 2 – Coverage with the new site
With the new site, the coverage, performance and capacity will improve within about 1.5 mile radius from the new site.
Other locations near this area were considered, a water tank to the south and an existing tower to the northwest of the proposed Verizon location.
Below is map 3 showing coverage if the proposed site was located on the water tank located at latitude: 38-50-15.61 N and longitude: 95-16-13.37 W.
Map 3 – Coverage with the new site on water tank
The water tank location is too close to the existing South Lawrence cell site. This results in unequal spacing between the existing cell sites along Highway 59 creating a coverage null to the north and excessive overlap of signal to the south, which will impact call quality. The objective of the future site is not being met at the water tank location. The limited height of the water tank is also a contibuting factor of it not being considered a prime candidate.
Below is map 4 showing coverage if the proposed site was located on the Kansas Broadband tower located at latitude: 38-53-23.0 N and longitude: 95-17-17.9 W.
Map 4 – Coverage with the new site on Kansas Broadband tower
The Kansas Broadband tower is too far northwest of the Pleasant Grove area to adequately address coverage issues along that part of Highway 59. (2.4 miles NW of the proposed location) The large coverage null of initial concern still remains. Even when increasing antenna height and new azimuths on the Kansas Broadband tower, the coverage null remains throughout much of the Pleasant Grove area and the site objective is not met.
Map 5 – Coverage with the new site on Kansas Broadband tower at 200 ft and new azimuths
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µLawrence-Douglas County Planning OfficeDecember 2014 Subject Property
CUP-14-00451: Conditional Use Permit for a New Wireless CommunicationsTower Located Just South of 1275 N 850 Road in Pleasant Grove
From: Buntemeyer, Loren J.To: Sandra DayCc: Buntemeyer, Loren J.Subject: Verizon tower requestDate: Tuesday, November 04, 2014 9:37:21 AM
Due to the very poor reception for cell phones in the hole of Pleasant Grove, I would like to votethat the request for a cellular tower for Verizon be completed. Thanks,Loren
From: Marilyn Lynch [mailto:[email protected]] Sent: Thursday, December 04, 2014 7:12 AM To: Sandra Day Subject: communication tower in Pleasant Grove I AM OPPOSED TO THE BUILDING A COMMUNICATION TOWER IN PLEASANT GROVE, located on the south side of N 850 Rd and the east side of E 1296Rd in Pleasant Grove. MY REASONS: 1. The area west of E 1296 Rd. has a relative high density of houses, that have high appraised values according to your Real Estate Tax Statements. Therefore, the selling of these properties will be affected with the communication tower. We have suffered the recession on real estate in the past few years and now will suffer more with the tower, in our valuation of property. 2. Many individuals (who would be prospective buyers) do not want near a tower and will not look at any houses near them. 3. I will be few feet (approximately 1/4 mile) from the tower and the tower will be first thing people will see out my front door and my breakfast table. My house faces South and my front yard faces the tower. 4. I choose this area for my home as the area South of town, is to me, the prime area of Lawrence. Please deny the communication tower in Pleasant Grove. Thank you for your attention to this email. Marilyn Lynch 1272 N. 870 Road Lawrence, Kansas
