ESBD_452647_1757454068899_FY25-ENG-54 LOS MARTINEZ PARK LIGHT POLES.pdf

PDF 2 MB Posted Sep 9, 2025

Attached to: Los Martinez Park Light Poles
Solicitation number: FY25-ENG-54
Issued by: Texas

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Written by GovTribe AI · Sep 10, 2025

The document is a set of construction plans prepared by the City of Laredo Engineering Department for the Los Martinez Park Light Poles project, identified as FY25-ENG-54. The preliminary plans detail the proposed improvement and installation of light poles in the Los Martinez Park area, specifically along Markley Lane, Marco Drive, and near the Paso del Norte Industrial Park. The six-sheet plan set includes location maps, proposed light pole locations, concrete pole foundation details, and general notes for the project.

The construction plans show proposed light pole locations in relation to existing infrastructure such as concrete channels, sidewalks, and roadways. The plans are marked as preliminary and were created by a licensed professional engineer. The documents include detailed site plans with proposed light pole placements, indicating careful consideration of existing site conditions and infrastructure. The project appears to be a municipal infrastructure improvement aimed at enhancing lighting in the Los Martinez Park area, with precise engineering specifications for pole placement and foundation construction.

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CITY OF LAREDO

ENGINEERING DEPARTMENT

1110 HOhSTON STʒ LAREDOʍ TEXAS ɽɾ040

PHʌ ʞɿ5ɼʟ ɽɿ1-ɽ34ɼ FAXʌ ʞɿ5ɼʟ ɽɿ1-ɽ4ɿɾ

REVISIONSʌ

CITY OF LAREDOʍ TEXAS

GIL�ERT GONZALEZ

COhNCIL MEM�ER - DISTRICT 1

RICARDO RICHIE RANGELʍ 9Rʒ COhNCIL MEM�ER - DISTRICT 2

MELISSA Rʒ CIGARROA COhNCIL MEM�ER - DISTRICT 3

AL�ERTO TORRESʍ 9Rʒ COhNCIL MEM�ER - DISTRICT 4

Rh�EN GhTIERREZʍ 9Rʒ COhNCIL MEM�ER - DISTRICT 5

DRʒ DAVID TYLER KING COhNCIL MEM�ER - DISTRICT ɼ

VANESSA PEREZ

COhNCIL MEM�ER - MAYOR PRO TEMPORE

ALYSSA CIGARROA

COhNCIL MEM�ER - DISTRICT ɾ

DRʒ VICTOR Dʒ TREVIHO

MAYOR

APPROVED �Yʌ

9OSEPH NEE�

CITY MANAGER

SIGNAThREʌ ʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙ DATEʌ ʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙ

APPROVED �Yʌ

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CITY ENGINEER

SIGNAThREʌ ʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙ DATEʌ ʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙʙ

CONSTRhCTION PLANS FOR

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PRO9ECT

LOCATION

CONSTRhCTION PLANS FOR

LOS MARTINEZ PARK LIGHT POLES

FY25-ENG-54

PRELIMINARY

MARKLEY LN

N 0 250ʖ 500ʖ

SCALE 1ʕ ˢ 250ʖ

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PASO DEL NORTE

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CITY OF LAREDO

ENGINEERING

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1110 HÈçÜãÈÂ Sãʒ L�Ø��Èʍ T�õ�Ü ɽɾ040 Pʌ ʞɿ5ɼʟ ɽɿ1-ɽ34ɼ F�õʌ ʞɿ5ɼʟ ɽɿ1-ɽ4ɿɾ

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PRELIMINARY

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AutoCAD SHX Text LIGHT POLE, BASE PLATE AND 36" ANCHOR BOLTS BY MANUFACTURER RECOMMENDATION. ANCHOR AND BOLTS RUST RESISTANT.

AutoCAD SHX Text

3600 PSI CONCRETE 1-1/2" MAX DIAMETER AGGREGATE WITH 5" SLUMP MAX

AutoCAD SHX Text TYPICAL CONCRETE PIER AND PEDESTAL 24" DIA. WITH (10) #6 BARS VERTICAL WITH #3 TIES @ 9" O.C.

AutoCAD SHX Text 24"

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3" CLR.

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36" ANCHOR

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1' MIN. - 2' MAX. ABOVE GROUND

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10' MIN.

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CONTRACTOR TO COORDINATE WITH LIGHT POLE MANUFACTURER FOR COMPLIANCE.

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LIGHT POLE FOOTING

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2" CLEARANCE MIN.

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GROUND

AutoCAD SHX Text GOVERNING SPECIFICATIONS: - CITY OF LAREDO STANDARD SPECIFICATIONS MANUAL CITY OF LAREDO STANDARD SPECIFICATIONS MANUAL - TEXAS DEPARTMENT OF TRANSPORTATION - STANDARD SPECIFICATIONS FOR TEXAS DEPARTMENT OF TRANSPORTATION - STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES GENERAL NOTES: 1. CONTRACTOR SHALL REVIEW PLANS AND SPECIFICATIONS AND INFORM ENGINEER OF CONTRACTOR SHALL REVIEW PLANS AND SPECIFICATIONS AND INFORM ENGINEER OF ANY DISCREPANCIES PRIOR TO PLACING A BID. BY SUBMITTING A BID, CONTRACTOR ASSUMES THAT THE PLANS AND SPECIFICATIONS PROVIDE SUFFICIENT INFORMATION TO PERFORM THE WORK REQUIRED. 2. CONTRACTOR SHALL QUANTIFY ALL MATERIALS REQUIRED BASED ON THE SET OF CONTRACTOR SHALL QUANTIFY ALL MATERIALS REQUIRED BASED ON THE SET OF PLANS. ANY DISCREPANCIES BETWEEN CALCULATED QUANTITIES AND THOSE STATED ON THE BASIS OF ESTIMATE SHALL BE CONSIDERED SUBSIDIARY TO THE CONTRACTOR'S BID FOR THE ENTIRE DURATION OF THE PROJECT UNLESS A WRITTEN STATEMENT IS PROVIDED BY THE CONTRACTOR PRIOR TO THEIR BID SUBMITTAL. 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO COMPLY CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO COMPLY WITH THE PLANS, SPECIFICATIONS AND APPLICABLE CODES & STANDARDS AND ALL OTHER GOVERNING DOCUMENTS. THESE MATERIALS AND LABOR SHALL BE CONSIDERED SUBSIDIARY TO THE ITEMS LISTED IN THE BASIS OF ESTIMATE. 4. THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED CONSULTANT THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED CONSULTANT SHALL DEVELOP AND IMPLEMENT AN EXCAVATION SAFETY PROGRAM AND PLAN IN ACCORDANCE WITH GOVERNING OSHA STANDARDS BASED ON THE PROJECT REQUIREMENTS, PERSONNEL HIRED AND EQUIPMENT USED. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL NECESSARY PROJECT SITE REQUIREMENTS TO DEVELOP SUCH PLAN. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND THE PROPER THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND THE PROPER REMOVAL/DISPOSAL OF ALL ABOVE AND BELOW GROUND ITEMS INCLUDING, BUT NOT LIMITED TO CONCRETE CANALS, IRRIGATION PIPES, IRRIGATION HARDWARE, TREES, TRASH, AND MISCELLANEOUS DEBRIS, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES REGARDING REMOVAL OF EXISTING SERVICES, VERIFYING UTILITIES ARE SHUT OFF OR DISCONNECTED AND THAT REASONABLE AND NECESSARY SAFETY PRECAUTIONS HAVE BEEN ENACTED TO ENSURE THE SAFEST ENVIRONMENT FOR ALL PERSONNEL. 6. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL DEPARTMENT/AGENCIES. 7. ANY DAMAGE CAUSED TO PUBLIC OR PRIVATE PROPERTY BY THE CONTRACTORS ANY DAMAGE CAUSED TO PUBLIC OR PRIVATE PROPERTY BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTORS OWN EXPENSE, THE CONTRACTOR SHALL RESTORE FACILITIES TO SERVICE IN A TIMELY MANNER AND SUCH WORK AND MATERIALS SHALL BE CONSIDERED TO ITEM(S) IN THE BASIS OF ESTIMATE. 8. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TEST RESULTS TO THE CITY AND THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TEST RESULTS TO THE CITY AND THE ENGINEER PRIOR TO THE CITY'S ACCEPTANCE OF IMPROVEMENTS. 9. ANY SURVEY MONUMENT(S) DAMAGED OR MOVED BY THE CONTRACTOR SHALL BE ANY SURVEY MONUMENT(S) DAMAGED OR MOVED BY THE CONTRACTOR SHALL BE REPLACED TO EQUAL OR BETTER CONDITION. A TEXAS REGISTERED LAND SURVEYOR SHALL OVERSEE AND CERTIFY THE REPLACEMENT FOR IT'S INTENDED USE. SUCH WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 10. WORK AND MATERIALS NECESSARY TO DE-WATER TRENCHES OR OTHER EXCAVATED WORK AND MATERIALS NECESSARY TO DE-WATER TRENCHES OR OTHER EXCAVATED AREAS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 11. THE CONTRACTOR SHALL COORDINATE WITH THE CITY'S FIELD REPRESENTATIVE 48 THE CONTRACTOR SHALL COORDINATE WITH THE CITY'S FIELD REPRESENTATIVE 48 HOURS PRIOR TO SCHEDULED DENSITY TESTING. THE CITY'S FIELD REPRESENTATIVE SHALL WITNESS ALL TESTING. 12. THE CONTRACTOR SHALL REMOVE AND RELOCATE OR RECONSTRUCT ALL MAILBOXES IN THE CONTRACTOR SHALL REMOVE AND RELOCATE OR RECONSTRUCT ALL MAILBOXES IN CONFLICT WITH PROPOSED IMPROVEMENTS. CONTRACTOR SHALL ENSURE THAT MAIL DELIVERY IS NOT INTERRUPTED DUE TO CONSTRUCTION ACTIVITIES. MAILBOXES SHALL BE RECONSTRUCTED TO EXISTING CONDITION OR BETTER AS APPROVED BY CITY OF LAREDO AND MAILBOX OWNER. 13. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SECURITY MEASURES TO PROTECT THE CONTRACTOR SHALL PROVIDE THE NECESSARY SECURITY MEASURES TO PROTECT THE HIS OWN PROPERTY INCLUDING EQUIPMENT, MATERIALS AND PROJECT WORK IN PROGRESS. 14. IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT AND REPAIR ANY DAMAGES DONE IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT AND REPAIR ANY DAMAGES DONE DURING CONSTRUCTION. 15. CONTRACTOR SHALL DIAL 811 FOR UTILITIES LOCATES. CONTRACTOR IS RESPONSIBLE CONTRACTOR SHALL DIAL 811 FOR UTILITIES LOCATES. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES REGARDING REMOVAL OF EXISTING SERVICE, VERIFYING UTILITIES ARE SHUT OFF OR DISCONNECTED, AND ALL POSSIBLE SAFETY PRECAUTIONS HAVE BEEN TAKEN TO ENSURE THE SAFEST ENVIRONMENT FOR ALL PERSONNEL AND CITIZENS. 16. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. 17. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL DEPARTMENT WHEN WORKING CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL DEPARTMENT WHEN WORKING NEAR TREES TO ENSURE TREE PROTECTION. 18. RAMP TRANSITIONS TO BE SIX FEET (MORE OR LESS) TO ACHIEVE A 1 TO 12 RAMP TRANSITIONS TO BE SIX FEET (MORE OR LESS) TO ACHIEVE A 1 TO 12 MAXIMUM SLOPE TO MATCH EXISTING CURB HEIGHT AND MEET FEDERAL REQUIREMENTS. 19. IF EXISTING IMPROVEMENTS GET DAMAGED OR DESTROYED, IT IS THE CONTRACTOR'S IF EXISTING IMPROVEMENTS GET DAMAGED OR DESTROYED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REPLACE AT CONTRACTOR'S EXPENSE. TRAFFIC CONTROL PLAN NOTES 1. THE CONTRACTOR SHALL SUBMIT SITE SPECIFIC TRAFFIC CONTROL PLANS TO THE CITY THE CONTRACTOR SHALL SUBMIT SITE SPECIFIC TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO ANY PARTIAL OR COMPLETE ROADWAY CLOSURES. TRAFFIC CONTROL PLANS SHALL BE COMPLIANT WITH CURRENT TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SEALED BY AN ENGINEER LICENSED IN THE STATE OF TEXAS. 2. NECESSARY BARRICADES, SUFFICIENT LIGHTING, SIGNAGE AND OTHER TRAFFIC NECESSARY BARRICADES, SUFFICIENT LIGHTING, SIGNAGE AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED DURING THE CONSTRUCTION PROCESS. ANY OPEN TRENCHES SHALL BE COVERED AND PROTECTED OVERNIGHT AS NEEDED. THE TRAFFIC CONTROL SHALL BE ADJUSTED IN THE MORNING PRIOR TO BEGINNING ANY WORK. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO TRAFFIC DEPARTMENT WHEN THE CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO TRAFFIC DEPARTMENT WHEN ANY TRAFFIC CONTROL CHANGES ARE TO BE MADE. THE NOTIFICATIONS MUST BE MADE THREE DAYS PRIOR TO ANY CHANGE. 4. ACCESS TO ALL DRIVEWAYS AND CONNECTING ROADS, BOTH PUBLIC AND PRIVATE, ACCESS TO ALL DRIVEWAYS AND CONNECTING ROADS, BOTH PUBLIC AND PRIVATE, SHALL BE MAINTAINED AT ALL TIMES OR APPROPRIATE DETOURS SHALL BE PROVIDED TO ENSURE ACCESS TO RESIDENTS AND COMMUTERS. EROSION AND SEDIMENTATION CONTROL NOTES 1. THE CONTRACTOR SHALL PROTECT ALL AREAS OF THE RIGHT-OF-WAY WHICH ARE IN THE CONTRACTOR SHALL PROTECT ALL AREAS OF THE RIGHT-OF-WAY WHICH ARE IN OR NOT INCLUDED IN THE ACTUAL LIMITS OF THE PROPOSED CONSTRUCTION. CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO TREES, VEGETATION AND OTHER NATURAL SURROUNDINGS. THE AREAS TO BE DISTURBED SHALL BE APPROVED BY THE ENGINEER. 2. PRIOR TO CITY ACCEPTANCE OF IMPROVEMENTS, ALL GRADED AND DISTURBED AREAS PRIOR TO CITY ACCEPTANCE OF IMPROVEMENTS, ALL GRADED AND DISTURBED AREAS ARE TO BE RE-VEGETATED IN ACCORDANCE WITH THE CITY OF LAREDO STANDARD SPECIFICATIONS MANUAL UNLESS OTHERWISE NOTED ON THESE CONSTRUCTION PLANS. 3. RESTORATION AND RE-VEGETATION SHALL BE ACCEPTED WHEN THE GRASS HAS RESTORATION AND RE-VEGETATION SHALL BE ACCEPTED WHEN THE GRASS HAS GROWN INCH HIGH WITH 95% COVERAGE. 12 INCH HIGH WITH 95% COVERAGE. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT THE NOTICE OF PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT THE NOTICE OF INTENT (NOI) HAS BEEN FILED WITH TCEQ AND POSTED ONSITE (IF APPLICABLE). THE CONTRACTOR SHALL PROVIDE COPIES OF THE FILED NOI TO THE CITY AND ENGINEER PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL INSTALL STORM WATER POLLUTION PREVENTION CONTROL CONTRACTOR SHALL INSTALL STORM WATER POLLUTION PREVENTION CONTROL MEASURES PRIOR TO ANY SITE PREPARATION WORK. (DEMOLITION, EXCAVATION, GRUBBING, ETC.) DRAINAGE AND GRADING NOTES 1. CONTRACTOR SHALL ENSURE THAT PROPOSED DRAINAGE FACILITIES SUCH AS CONTRACTOR SHALL ENSURE THAT PROPOSED DRAINAGE FACILITIES SUCH AS CHANNELS OR PONDS ARE CONSTRUCTED AT THE EARLY STAGES OF CONSTRUCTION TO MITIGATE EXCESS RUNOFF CAUSED BY PROPOSED LAND CLEARING, EARTHWORK (NEW DRAINAGE PATTERNS), PAVEMENTS, FOUNDATIONS, BUILDINGS AND ANY OTHER STRUCTURES WITH IMPERMEABLE SURFACES. UTILITIES NOTES 1. DURING THE EXECUTION OF THE WORK, UTMOST CARE SHALL BE EXERCISED TO DURING THE EXECUTION OF THE WORK, UTMOST CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO ANY UTILITIES, STRUCTURES OR RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES OR STRUCTURES. ANY DAMAGE TO EXISTING UTILITIES OR STRUCTURES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND CONSIDERED SUBSIDIARY TO ITEM(S) WITHIN THE BASIS OF ESTIMATE. IF IN THE COURSE OF THE WORK, UNDERGROUND UTILITIES OR STRUCTURES ARE ENCOUNTERED AND ARE IN CONFLICT WITH THE WORK, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND REQUEST REVIEW AND APPROVAL OF THE NECESSARY ADJUSTMENTS. 2. OVERHEAD AND UNDERGROUND UTILITIES IN THE VICINITY OF THE CONSTRUCTION SITE. OVERHEAD AND UNDERGROUND UTILITIES IN THE VICINITY OF THE CONSTRUCTION SITE. THE EXACT LOCATION OF UNDERGROUND UTILITIES IS UNKNOWN. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION ONLY AND MAY NOT MATCH LOCATIONS AND/OR DEPTHS AS CONSTRUCTED. THUS, LOCATIONS OF UTILITIES SHOWN SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL CONTACT EACH OF THE INDIVIDUAL UTILITY COMPANIES AND PUBLIC UTILITIES DEPARTMENTS IN ACCORDANCE WITH THE APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS FOR ASSISTANCE IN DETERMINING EXISTING UTILITY LOCATIONS AND DEPTHS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UTILITY CROSSINGS (BOTH VERTICALLY AND HORIZONTALLY) PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR SHALL CALL TEXAS 811 48 HOURS IN ADVANCE OF EXCAVATION. CONTRACTOR SHALL CONTACT THE ENGINEER AND REQUEST REVIEW AND APPROVAL OF ANY NECESSARY ADJUSTMENTS, ALL EXPENSES ASSOCIATED WITH ANY ADJUSTMENTS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN THE BASIS OF ESTIMATE. 3. ERECTION AND/OR REMOVAL OF POLES AND LUMINARIES LOCATED NEAR ANY ERECTION AND/OR REMOVAL OF POLES AND LUMINARIES LOCATED NEAR ANY OVERHEAD OR UNDERGROUND ELECTRICAL LINES SHALL BE ACCOMPLISHED USING ESTABLISHED INDUSTRY AND UTILITY SAFETY PRACTICES. THE CONTRACTOR SHALL CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING SUCH WORK. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEMS IN THE BASIS OF ESTIMATE. 4. CONTRACTOR SHALL ADJUST ALL VALVES, VALVE COVERS, MANHOLE LIDS, FIRE CONTRACTOR SHALL ADJUST ALL VALVES, VALVE COVERS, MANHOLE LIDS, FIRE HYDRANTS, CLEANOUTS, TELEPHONE PEDESTALS, AND ANY OTHER UTILITY ITEMS WITHIN THE PROJECT LIMITS TO MATCH FINAL FINISH GRADES, WHETHER SHOWN ON THESE PLANS OR NOT. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 5. WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN COMPLIANCE WITH TCEQ REQUIREMENTS PERTAINING TO SEPARATION ADN CLEARANCE. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 6. WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN COMPLIANCE WITH TCEQ REQUIREMENTS PERTAINING TO SEPARATION AND CLEARANCE. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 7. CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO 48 HOURS PRIOR TO CONNECTING CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO 48 HOURS PRIOR TO CONNECTING TO EXISTING UTILITIES. CITY INSPECTION OF CONNECTIONS TO EXISTING UTILITIES IS REQUIRED. 8. THE CONTRACTOR'S MEANS, METHODS AND EQUIPMENT USED TO ACCOMPLISH THE CONTRACTOR'S MEANS, METHODS AND EQUIPMENT USED TO ACCOMPLISH JACKING, BORING OR TUNNELING UNDER PUBLIC INFRASTRUCTURE SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND CITY PRIOR TO THE START OF CONSTRUCTION. 9. MECHANICAL JOINT THRUST RESTRAINTS SHALL BE INSTALLED FOR ALL PRESSURE MECHANICAL JOINT THRUST RESTRAINTS SHALL BE INSTALLED FOR ALL PRESSURE PIPE INSTALLATIONS IN COMPLIANCE WITH CITY OF LAREDO SPECIFICATIONS.

AutoCAD SHX Text Sheet List Table

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AutoCAD SHX Text Los Martinez Light Poles - COVER

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AutoCAD SHX Text Los Martinez Light Poles - GENERAL NOTES AND SHEET INDEX

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AutoCAD SHX Text Los Martinez Light Poles - PROPOSED IMPROVEMENT PLAN - 01 OF 04

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AutoCAD SHX Text Los Martinez Light Poles - PROPOSED IMPROVEMENT PLAN - 02 OF 04

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AutoCAD SHX Text Los Martinez Light Poles - PROPOSED IMPROVEMENT PLAN - 03 OF 04

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AutoCAD SHX Text Los Martinez Light Poles - PROPOSED IMPROVEMENT PLAN - 04 OF 04 ß

ENGINEERING

DEPARTMENT

1110 HÈçÜãÈÂ Sãʒ L�Ø��Èʍ T�õ�Ü ɽɾ040 Pʌ ʞɿ5ɼʟ ɽɿ1-ɽ34ɼ F�õʌ ʞɿ5ɼʟ ɽɿ1-ɽ4ɿɾ

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EXISTING 8 FT CONCRETE SIDEWALK

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EXISTING 8 FT CONCRETE SIDEWALK

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MARCO DRIVE

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LOS MARTINEZ DR

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MARKLEY LN

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EXISTING ADA RAMP

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EXISTING 8 FT CONCRETE SIDEWALK

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EXISTING 8 FT CONCRETE SIDEWALK

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EXISTING CONCRETE CHANNEL

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EXISTING ADA RAMP

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EXISTING BLOCK COLUMN FENCE

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EXISTING HEADER CURB

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EXISTING 5FT CONCRETE SIDEWALK

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EXISTING CONCRETE CHANNEL

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2% MAX

AutoCAD SHX Text PROPOSED LIGHT POLE LOCATION COORDINATE WITH INSPECTOR ENGINEER AND LIGHTING SPECIALIST

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PASO DEL NORTE INDUSTRIAL PARK

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MATCH TO SHEET 4

ENGINEERING

DEPARTMENT

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EXISTING 8 FT CONCRETE SIDEWALK

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EXISTING 8 FT CONCRETE SIDEWALK

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MARCO DRIVE

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LOS MARTINEZ DR

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EXISTING 8 FT CONCRETE SIDEWALK

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EXISTING CONCRETE CHANNEL

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EXISTING BLOCK COLUMN FENCE

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EX. BASKETBALL COURT

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EXISTING CONCRETE CHANNEL

AutoCAD SHX Text PROPOSED LIGHT POLE LOCATION COORDINATE WITH INSPECTOR, ENGINEER AND LIGHTING SPECIALIST

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EXISTING 8 FT CONCRETE SIDEWALK

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EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text PROPOSED LIGHT POLE LOCATION COORDINATE WITH INSPECTOR, ENGINEER AND LIGHTING SPECIALIST

AutoCAD SHX Text

MATCH TO SHEET 5

MATCH TO SHEET 3

DEPARTMENT

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REVISIONSʌ

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FAVIO R. RODRIGUEZ

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AutoCAD SHX Text

EXISTING CONCRETE CHANNEL

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text PROPOSED LIGHT POLE LOCATION COORDINATE WITH INSPECTOR, ENGINEER AND LIGHTING SPECIALIST

AutoCAD SHX Text

MATCH TO SHEET 6

MATCH TO SHEET 4

DEPARTMENT

1110 HÈçÜãÈÂ Sãʒ L�Ø��Èʍ T�õ�Ü ɽɾ040 Pʌ ʞɿ5ɼʟ ɽɿ1-ɽ34ɼ F�õʌ ʞɿ5ɼʟ ɽɿ1-ɽ4ɿɾ

REVISIONSʌ

-E N

G-

9ʌ ʉ1

ØÈ

�ã

Üʉ 1 C

¯ãö ʉ1

Y2 5ʉ

-5

LÈ

Ü M

�Ø ã¯Â

�ú P

�Ø ¹

L¯ ã P È¼

�Ü ʉ1

-D �Ü

Âʉ ɽ-

ˬE ʉC

ʉL

ÈÜ

�Ø ã¯Â

�ú L ã

P È¼

�Ü ʒ� ô

PRELIMINARY

SHEET

OF ɼ

N 0 20ʖ 40ʖ

SCALE 1ʕ ˢ 20ʖ

S-

-0

FAVIO R. RODRIGUEZ

P R

E N

134981

I O

NSED

L EN

TE OF TE

NEE

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING 8 FT CONCRETE SIDEWALK

AutoCAD SHX Text PROPOSED LIGHT POLE LOCATION COORDINATE WITH INSPECTOR, ENGINEER AND LIGHTING SPECIALIST

AutoCAD SHX Text

MATCH TO SHEET 5

Sheets and Views

1 Los Martinez Park Light Poles - COVER

2 Los Martinez Park Light Poles - GENERAL NOTES AND SHEET INDEX

3 Los Martinez Park Light Poles-PROPOSED IMPROVEMENT PLAN-01 OF 04

4 Los Martinez Park Light Poles-PROPOSED IMPROVEMENT PLAN-02 OF 04

5 Los Martinez Park Light Poles-PROPOSED IMPROVEMENT PLAN-03 OF 04

6 Los Martinez Park Light Poles-PROPOSED IMPROVEMENT PLAN-04 OF 04

File details come from the government source that posted it. Updated Sep 10, 2025.