site exhibits for ami communications system … · legend. water utilities * sewer utilities *...
TRANSCRIPT
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
PROPOSED 125'
SELF-SUPPORTING TOWERFIRE HOSE TOWER
PROPOSED 75' MONOPOLETOWER LOCATION
PROPOSED 220' SELF-SUPPORTING
TOWER LOCATION
CITY OF LAREDO
SITE EXHIBITS FOR AMI COMMUNICATIONSSYSTEM IMPROVEMENTS - ANTENNA TOWER
INSTALLATIONS
Know what's below.Call before you dig .
6010 MCPHERSON, SUITE 110
LAREDO, TX 78041 PH. (956) 462-5511
TBPE FIRM NO. F-366
TBPLS FIRM NO. 10126500
WWW.LNVINC.COM
engineers surveyorsarchitects
CITY OF LAREDO
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HE
ET
PROJECT LOCATION
HERITAGE PARK
PROJECT LOCATION
BARBARA FASKEN
COMMUNITY CENTER
PROJECT LOCATION
FIRE STATION #11
DRAWN BY:
CHECKED BY:
APPROVED BY:
DRAWING NO.
JOB NO:
DA
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IS
SU
ES
/ R
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IS
IO
NS
DE
SC
RIP
TIO
NN
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BY
JG
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JG
150391
6010 M
CP
HE
RS
ON
, S
UIT
E 110
LA
RE
DO
, T
X 78041
PH
. (956) 462-5511
TB
PE
F
IR
M N
O. F
-366
TB
PLS
F
IR
M N
O. 10126500
WW
W.LN
VIN
C.C
OM
en
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LEGEND
WATER UTILITIES *
SEWER UTILITIES *
PROPOSED ANTENNA TOWER
FOUNDATION FOOTPRINT *
STORM UTILITIES *
ELECTRICAL UTILITIES *
COMMUNICATIONS UTILITIES *
PROPERTY LINE *
APPROXIMATE LIMITS OF FEMA
FLOODPLAIN
GAS UTILITIES *
* UTILITY AND PROPERTY LINES
ARE APPROXIMATE AND SHOWN
FOR ILLUSTRATIVE PURPOSES
ONLY. THE CONTRACTOR SHALL
VERIFY THE LOCATION OF THESE
ITEMS PRIOR TO CONSTRUCTION.
2 of 5
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ES
DESIGN STANDARD & CODES OF PRACTICE
1. ANSI/TIA-222-G
2. INTERNATIONAL BUILDING CODE (IBC) 2012
3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE
4. AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION
5. STRUCTURAL WELDING CODE, AWS D1.1, D1.2, D1.3, D1.4, LATEST
EDITION
6. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES, ASCE 7-10
WIND DESIGN CRITERIA
1. IBC-2012 MINIMUM WIND SPEED: 115 MPH 3-SEC. GUST,
REFERENCE "WIND SPEED CONVERSIONS" IN TABLE 1609.3.1;
INTERPOLATION REQUIRED OR REFERENCE THE "ULTIMATE
DESIGN WIND SPEEDS", FIGURE 1609A.
2. EXPOSURE CATEGORY "C" (IBC-2012 SECTION 1609.4.3) FOR
SELECTIONS OF ROUNDED COMPONENTS SHALL GOVERN THE
SELECTION OF ANY ATTACHMENTS ON THE TOWER
STRUCTURES.
3. OCCUPANCY CATEGORY: II
SEISMIC DESIGN CRITERIA
(REFER TO GEOTECHNICAL ENGINEERING REPORT TO BE PROVIDED
BY CITY OF LAREDO)
ICE LOADING CRITERIA
MINIMUM NOMINAL ICE THICKNESS: 0.25"
GENERAL NOTES
1. THESE DRAWINGS ARE FOR EXHIBIT PURPOSES ONLY. ALL
ITEMS SHOWN ON THESE EXHIBITS ARE FOR INFORMATION
PURPOSES ONLY AND LOCATIONS ARE APPROXIMATE. OTHER
UTILITIES MAY EXIST. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING & LOCATING ALL EXISTING UTILITY LINES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY CONFLICTING UTILITY LINES.
2. THE CONTRACTOR SHALL CONTACT TEXAS 811 TO PROVIDE
UTILITY MARKINGS ON THE FIELD. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IN CASE OF ANY POTENTIAL UTILITY
CONFLICTS PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO
REPLACE/RECONSTRUCT ANY DAMAGED OR REMOVED ITEMS IN
THE PROJECT SITES FOR THE DURATION OF THE PROJECT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND
SUBMIT SHOP DRAWINGS, SEALED BY A LICENSED
PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, FOR EACH
ANTENNA TOWER AND CORRESPONDING FOUNDATION SYSTEM
UNDER THE SCOPE OF THIS PROJECT. THESE PLANS SHALL BE
APPROVED BY THE CITY OF LAREDO PRIOR TO CONSTRUCTION.
5. CONTRACTOR'S DESIGN SHALL BE IN ACCORDANCE WITH THE
GEOTECHNICAL ENGINEERING REPORT PROVIDED BY THE CITY
OF LAREDO.
6. ALL CONSTRUCTION, INCLUDING MATERIAL AND WORKMANSHIP,
SHALL CONFORM TO THE PROVISIONS OF THE 2012 IBC AND
STANDARDS REFERENCED THEREIN.
7. COORDINATE ALL REQUIRED SITE ACCESS TO THE CITY OF
LAREDO 24 HOURS IN ADVANCE. COORDINATE STAGING AREA
REQUIREMENTS WITH THE CITY OF LAREDO PRIOR TO
CONSTRUCTION.
8. IN THE EVENT THAT ANY TYPE OF STREET OR SIDEWALK
CLOSURES ARE REQUIRED, SAID CLOSURES MUST BE
COORDINATED WITH CITY OF LAREDO 48 HOURS IN ADVANCE.
THE CONTRACTOR SHALL PRODUCE A TRAFFIC CONTROL PLAN,
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, AND MUST
SUBMIT TO THE CITY OF LAREDO FOR APPROVAL PRIOR TO ANY
EACH INSTANCE SAID CLOSURES ARE REQUIRED.
9. IN THE EVENT THAT TEMPORARY CONSTRUCTION EASEMENTS
ARE REQUIRED FOR THE COMPLETION OF THE PROJECT, THE
CONTRACTOR SHALL COORDINATE EFFORTS WITH THE
PROPERTY OWNER(S) AND ALL AFFECTED PARTIES, PREPARE
AND SUBMIT ALL REQUIRED EASEMENT DOCUMENTS AND SHALL
SUBMIT SAID DOCUMENTATION TO THE CITY OF LAREDO FOR
APPROVAL PRIOR TO EXECUTING ANY AGREEMENT(S).
10. MATERIALS TESTING SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID
ALL TESTING FEES.
11. COORDINATE DIMENSIONS, OPENINGS, EMBEDDED ITEMS AND
CONDUIT WITH ALL MECHANICAL & ELECTRICAL DRAWINGS
PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
DISCREPANCIES.
12. ALL ASTM STANDARDS LISTED HEREIN, SHALL BE AS
REFERENCED IN THE LATEST ISSUE OF THE ANNUAL BOOK OF
STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND
MATERIALS.
13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS
AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER
SHALL IMMEDIATELY BE NOTIFIED IN WRITING, OF ANY
DISCREPANCIES.
14. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS
ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
WORK SHOULD NOT PROCEED UNTIL A SOLUTION IS GIVEN BY
THE ENGINEER.
15. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE
STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE
"GENERAL NOTES". TYPICAL DETAILS SHALL BE USED
WHEREVER APPLICABLE. REFER TO SPECIFICATIONS FOR
INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS.
16. WORKING DIMENSIONS SHALL NOT BE OBTAINED FROM THESE
EXHIBITS.
17. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE
ERECTION SHORING AND BRACING AS REQUIRED FOR STABILITY
OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND
DO NOT INDICATE THE METHOD OF CONSTRUCTION.
18. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES,
BLOCKOUTS, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS,
GIRDERS, COLUMNS, WALLS, FOUNDATION, ETC. NOR SHALL ANY
STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS
SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. (IF
ANY PIPES, DUCTS, ETC. DO OCCUR, THAT ARE NOT SHOWN ON
THESE STRUCTURAL DRAWINGS, THE STRUCTURAL ENGINEER
SHALL BE NOTIFIED).
19. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS. THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE STRUCTURAL ENGINEER FREE AND
HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT EXCEPT FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE STRUCTURAL ENGINEER.
20. IF ANY SUBSTITUTION IS PROPOSED BY THE CONTRACTOR, NEW
CALCULATIONS MAY HAVE TO BE PREPARED, THE DETAILS MAY
HAVE TO BE ALTERED, AND NEW DRAWINGS MAY HAVE TO BE
SUBMITTED TO THE CITY OF LAREDO. THE CONTRACTOR SHALL
PAY THE ENGINEER'S FEES FOR NEW PLANS OR ALTERATIONS
OF APPROVED PLANS. THE CONTRACTOR SHALL ALSO SUBMIT
THE NEW OR REVISED PLANS REFLECTING ALL CHANGES TO THE
CITY OF LAREDO FOR APPROVAL.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
CONSTRUCTION OF THE PROJECT USING INDUSTRY STANDARD
MEANS AND METHODS UNLESS OTHERWISE STATED ON
GOVERNING DOCUMENTATION INCLUDING SPECIFICATIONS AND
ENGINEERING PLANS.
Know what's below.Call before you dig .
DRAWN BY:
CHECKED BY:
APPROVED BY:
DRAWING NO.
JOB NO:
DA
TE
IS
SU
ES
/ R
EV
IS
IO
NS
DE
SC
RIP
TIO
NN
O.
BY
JG
EV
JG
150391
6010 M
CP
HE
RS
ON
, S
UIT
E 110
LA
RE
DO
, T
X 78041
PH
. (956) 462-5511
TB
PE
F
IR
M N
O. F
-366
TB
PLS
F
IR
M N
O. 10126500
WW
W.LN
VIN
C.C
OM
en
gin
eers
surv
eyo
rsar
chite
cts
INDEX OF SHEETS
SHEET # SHEET TITLE
1 COVER SHEET
2 GENERAL NOTES
3 FASKEN COMMUNITY CENTER SITE EXHIBIT
4 HERITAGE PARK SUBDIVISION SITE EXHIBIT
5 FIRE STATION NO. 11 SITE EXHIBIT
C
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R
R
A
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V
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BARBARA FASKEN
COMMUNITY CENTER
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PROPOSED 75' MONOPOLE
TOWER LOCATION
LEGEND
WATER UTILITIES *
SEWER UTILITIES *
PROPOSED ANTENNA TOWER
FOUNDATION FOOTPRINT *
STORM UTILITIES *
ELECTRICAL UTILITIES *
COMMUNICATIONS UTILITIES *
PROPERTY LINE *
APPROXIMATE LIMITS OF FEMA
FLOODPLAIN
GAS UTILITIES *
* UTILITY AND PROPERTY LINES
ARE APPROXIMATE AND SHOWN
FOR ILLUSTRATIVE PURPOSES
ONLY. THE CONTRACTOR SHALL
VERIFY THE LOCATION OF THESE
ITEMS PRIOR TO CONSTRUCTION.
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FA
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EN
C
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EN
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R
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IB
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SCALE 1:50
NOTES:
1. THIS DRAWING IS FOR EXHIBIT PURPOSES ONLY.
ALL ITEMS SHOWN ON THIS EXHIBIT ARE FOR
INFORMATION PURPOSES ONLY THEIR
LOCATIONS ARE APPROXIMATE. OTHER UTILITIES
MAY EXIST. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING & LOCATING ALL EXISTING UTILITY
LINES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY CONFLICTING UTILITY LINES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
REPLACE/RECONSTRUCT ANY DAMAGED OR
REMOVED ITEMS IN THE PROJECT SITES FOR THE
DURATION OF THE PROJECT.
3. COORDINATE ALL REQUIRED SITE ACCESS TO
THE CITY OF LAREDO 24 HOURS IN ADVANCE.
COORDINATE STAGING AREA REQUIREMENTS
WITH THE CITY OF LAREDO PRIOR TO
CONSTRUCTION.
4. IN THE EVENT THAT ANY TYPE OF STREET OR
SIDEWALK CLOSURES ARE REQUIRED, SAID
CLOSURES MUST BE COORDINATED WITH CITY OF
LAREDO 48 HOURS IN ADVANCE. THE
CONTRACTOR SHALL PRODUCE A TRAFFIC
CONTROL PLAN, SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER, AND MUST SUBMIT TO
THE CITY OF LAREDO FOR APPROVAL PRIOR TO
ANY EACH INSTANCE SAID CLOSURES ARE
REQUIRED.
5. IN THE EVENT THAT TEMPORARY CONSTRUCTION
EASEMENTS ARE REQUIRED FOR THE
COMPLETION OF THE PROJECT, THE
CONTRACTOR SHALL COORDINATE EFFORTS
WITH THE PROPERTY OWNER(S) AND ALL
AFFECTED PARTIES, PREPARE AND SUBMIT ALL
REQUIRED EASEMENT DOCUMENTS AND SHALL
SUBMIT SAID DOCUMENTATION TO THE CITY OF
LAREDO FOR APPROVAL PRIOR TO EXECUTING
ANY AGREEMENT(S).
6. MATERIALS TESTING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR SHALL INCLUDE IN HIS BID ALL
TESTING FEES.
7. REFER TO SHEET 2 FOR ADDITIONAL NOTES.
JG
EV
JG
150391
6010 M
CP
HE
RS
ON
, S
UIT
E 110
LA
RE
DO
, T
X 78041
PH
. (956) 462-5511
TB
PE
F
IR
M N
O. F
-366
TB
PLS
F
IR
M N
O. 10126500
WW
W.LN
VIN
C.C
OM
en
gin
eers
surv
eyo
rsar
chite
cts
Know what's below.Call before you dig .
DRAWN BY:
CHECKED BY:
APPROVED BY:
DRAWING NO.
JOB NO:
DA
TE
IS
SU
ES
/ R
EV
IS
IO
NS
DE
SC
RIP
TIO
NN
O.
BY
JG
EV
JG
150391
6010 M
CP
HE
RS
ON
, S
UIT
E 110
LA
RE
DO
, T
X 78041
PH
. (956) 462-5511
TB
PE
F
IR
M N
O. F
-366
TB
PLS
F
IR
M N
O. 10126500
WW
W.LN
VIN
C.C
OM
en
gin
eers
surv
eyo
rsar
chite
cts
I
N
D
E
P
E
N
D
E
N
C
E
D
R
.
EXISTING 60" DIA. LIFT STATION
PROPOSED 125' SELF-SUPPORTING
TOWER LOCATION
EXISTING 6' DIA. DRY WELL
EXISTING CONCRETE VALVE BOX
EXISTING SLIDING GATE
EXISTING SANITARY SEWER MANHOLE
LEGEND
WATER UTILITIES *
SEWER UTILITIES *
PROPOSED ANTENNA TOWER
FOUNDATION FOOTPRINT *
STORM UTILITIES *
ELECTRICAL UTILITIES *
COMMUNICATIONS UTILITIES *
PROPERTY LINE *
APPROXIMATE LIMITS OF FEMA
FLOODPLAIN
GAS UTILITIES *
* UTILITY AND PROPERTY LINES
ARE APPROXIMATE AND SHOWN
FOR ILLUSTRATIVE PURPOSES
ONLY. THE CONTRACTOR SHALL
VERIFY THE LOCATION OF THESE
ITEMS PRIOR TO CONSTRUCTION.
4 of 5
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E E
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- A
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EN
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ST
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LA
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NS
HE
RIT
AG
E P
AR
K S
UB
DIV
IS
IO
N
SIT
E E
XH
IB
IT
SCALE 1:20
NOTES:
1. THIS DRAWING IS FOR EXHIBIT PURPOSES ONLY.
ALL ITEMS SHOWN ON THIS EXHIBIT ARE FOR
INFORMATION PURPOSES ONLY THEIR
LOCATIONS ARE APPROXIMATE. OTHER UTILITIES
MAY EXIST. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING & LOCATING ALL EXISTING UTILITY
LINES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY CONFLICTING UTILITY LINES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
REPLACE/RECONSTRUCT ANY DAMAGED OR
REMOVED ITEMS IN THE PROJECT SITES FOR THE
DURATION OF THE PROJECT.
3. COORDINATE ALL REQUIRED SITE ACCESS TO
THE CITY OF LAREDO 24 HOURS IN ADVANCE.
COORDINATE STAGING AREA REQUIREMENTS
WITH THE CITY OF LAREDO PRIOR TO
CONSTRUCTION.
4. IN THE EVENT THAT ANY TYPE OF STREET OR
SIDEWALK CLOSURES ARE REQUIRED, SAID
CLOSURES MUST BE COORDINATED WITH CITY OF
LAREDO 48 HOURS IN ADVANCE. THE
CONTRACTOR SHALL PRODUCE A TRAFFIC
CONTROL PLAN, SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER, AND MUST SUBMIT TO
THE CITY OF LAREDO FOR APPROVAL PRIOR TO
ANY EACH INSTANCE SAID CLOSURES ARE
REQUIRED.
5. IN THE EVENT THAT TEMPORARY CONSTRUCTION
EASEMENTS ARE REQUIRED FOR THE
COMPLETION OF THE PROJECT, THE
CONTRACTOR SHALL COORDINATE EFFORTS
WITH THE PROPERTY OWNER(S) AND ALL
AFFECTED PARTIES, PREPARE AND SUBMIT ALL
REQUIRED EASEMENT DOCUMENTS AND SHALL
SUBMIT SAID DOCUMENTATION TO THE CITY OF
LAREDO FOR APPROVAL PRIOR TO EXECUTING
ANY AGREEMENT(S).
6. MATERIALS TESTING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR SHALL INCLUDE IN HIS BID ALL
TESTING FEES.
7. REFER TO SHEET 2 FOR ADDITIONAL NOTES.
JG
EV
JG
150391
6010 M
CP
HE
RS
ON
, S
UIT
E 110
LA
RE
DO
, T
X 78041
PH
. (956) 462-5511
TB
PE
F
IR
M N
O. F
-366
TB
PLS
F
IR
M N
O. 10126500
WW
W.LN
VIN
C.C
OM
en
gin
eers
surv
eyo
rsar
chite
cts
Know what's below.Call before you dig .
DRAWN BY:
CHECKED BY:
APPROVED BY:
DRAWING NO.
JOB NO:
DA
TE
IS
SU
ES
/ R
EV
IS
IO
NS
DE
SC
RIP
TIO
NN
O.
BY
JG
EV
JG
150391
6010 M
CP
HE
RS
ON
, S
UIT
E 110
LA
RE
DO
, T
X 78041
PH
. (956) 462-5511
TB
PE
F
IR
M N
O. F
-366
TB
PLS
F
IR
M N
O. 10126500
WW
W.LN
VIN
C.C
OM
en
gin
eers
surv
eyo
rsar
chite
cts
PROPOSED 125'
SELF-SUPPORTING TOWER
FIRE HOSE TOWER
FIRE
STATION
#11
H
W
Y
. 3
5
9
SANTA MONICA DRIVE
UISD - STUDENT ACTIVITY CENTER
7
3
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
LEGEND
WATER UTILITIES *
SEWER UTILITIES *
PROPOSED ANTENNA TOWER
FOUNDATION FOOTPRINT *
STORM UTILITIES *
ELECTRICAL UTILITIES *
COMMUNICATIONS UTILITIES *
PROPERTY LINE *
APPROXIMATE LIMITS OF FEMA
FLOODPLAIN
GAS UTILITIES *
* UTILITY AND PROPERTY LINES
ARE APPROXIMATE AND SHOWN
FOR ILLUSTRATIVE PURPOSES
ONLY. THE CONTRACTOR SHALL
VERIFY THE LOCATION OF THESE
ITEMS PRIOR TO CONSTRUCTION.
5 of 5
SIT
E E
XH
IB
IT
S F
OR
A
MI C
OM
MU
NIC
AT
IO
NS
S
YS
TE
M
IM
PR
OV
EM
EN
TS
- A
NT
EN
NA
T
OW
ER
IN
ST
AL
LA
TIO
NS
FIR
E S
TA
TIO
N N
O. 11 S
IT
E E
XH
IB
IT
SCALE 1:50
NOTES:
1. THIS DRAWING IS FOR EXHIBIT PURPOSES ONLY.
ALL ITEMS SHOWN ON THIS EXHIBIT ARE FOR
INFORMATION PURPOSES ONLY THEIR
LOCATIONS ARE APPROXIMATE. OTHER UTILITIES
MAY EXIST. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING & LOCATING ALL EXISTING UTILITY
LINES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY CONFLICTING UTILITY LINES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO
REPLACE/RECONSTRUCT ANY DAMAGED OR
REMOVED ITEMS IN THE PROJECT SITES FOR THE
DURATION OF THE PROJECT.
3. COORDINATE ALL REQUIRED SITE ACCESS TO
THE CITY OF LAREDO 24 HOURS IN ADVANCE.
COORDINATE STAGING AREA REQUIREMENTS
WITH THE CITY OF LAREDO PRIOR TO
CONSTRUCTION.
4. IN THE EVENT THAT ANY TYPE OF STREET OR
SIDEWALK CLOSURES ARE REQUIRED, SAID
CLOSURES MUST BE COORDINATED WITH CITY OF
LAREDO 48 HOURS IN ADVANCE. THE
CONTRACTOR SHALL PRODUCE A TRAFFIC
CONTROL PLAN, SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER, AND MUST SUBMIT TO
THE CITY OF LAREDO FOR APPROVAL PRIOR TO
ANY EACH INSTANCE SAID CLOSURES ARE
REQUIRED.
5. IN THE EVENT THAT TEMPORARY CONSTRUCTION
EASEMENTS ARE REQUIRED FOR THE
COMPLETION OF THE PROJECT, THE
CONTRACTOR SHALL COORDINATE EFFORTS
WITH THE PROPERTY OWNER(S) AND ALL
AFFECTED PARTIES, PREPARE AND SUBMIT ALL
REQUIRED EASEMENT DOCUMENTS AND SHALL
SUBMIT SAID DOCUMENTATION TO THE CITY OF
LAREDO FOR APPROVAL PRIOR TO EXECUTING
ANY AGREEMENT(S).
6. MATERIALS TESTING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR SHALL INCLUDE IN HIS BID ALL
TESTING FEES.
7. REFER TO SHEET 2 FOR ADDITIONAL NOTES.
JG
EV
JG
150391
6010 M
CP
HE
RS
ON
, S
UIT
E 110
LA
RE
DO
, T
X 78041
PH
. (956) 462-5511
TB
PE
F
IR
M N
O. F
-366
TB
PLS
F
IR
M N
O. 10126500
WW
W.LN
VIN
C.C
OM
en
gin
eers
surv
eyo
rsar
chite
cts
Know what's below.Call before you dig .
DRAWN BY:
CHECKED BY:
APPROVED BY:
DRAWING NO.
JOB NO:
DA
TE
IS
SU
ES
/ R
EV
IS
IO
NS
DE
SC
RIP
TIO
NN
O.
BY
JG
EV
JG
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