© 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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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:

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150391

6010 M

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HE

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ON

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E 110

LA

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X 78041

PH

. (956) 462-5511

TB

PE

F

IR

M N

O. F

-366

TB

PLS

F

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M N

O. 10126500

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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.

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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

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BY

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150391

6010 M

CP

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ON

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E 110

LA

RE

DO

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X 78041

PH

. (956) 462-5511

TB

PE

F

IR

M N

O. F

-366

TB

PLS

F

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M N

O. 10126500

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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

E

R

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A

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E

BARBARA FASKEN

COMMUNITY CENTER

ZO

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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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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

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150391

6010 M

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HE

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X 78041

PH

. (956) 462-5511

TB

PE

F

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TB

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F

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M N

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WW

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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

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BY

JG

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150391

6010 M

CP

HE

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ON

, S

UIT

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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

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I

N

D

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P

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N

D

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.

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.

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HE

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AG

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AR

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UB

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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

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UIT

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LA

RE

DO

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X 78041

PH

. (956) 462-5511

TB

PE

F

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M N

O. F

-366

TB

PLS

F

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M N

O. 10126500

WW

W.LN

VIN

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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

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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

gin

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surv

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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

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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

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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

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BY

JG

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JG

150391

6010 M

CP

HE

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