X EOFTE ASTASR PNEI NSED CIL F E ORGLEN SI SEANO...mr. hector j. noyola - district 3, vice president...
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INDEX OF DRAWINGS C1.0 COVER SHEET C2.1-2.2 SITE LOCATION MAPS C2.3 GENERAL NOTES C3.1 FARIAS ELEMENTARY SCHOOL C3.2 SANTA MARIA ELEMENTARY SCHOOL C3.3 SANCHEZ-OCHOA ELEMENTARY SCHOOL C3.4 DOVALINA ELEMENTARY SCHOOL C3.5 KAWAS ELEMENTARY SCHOOL C3.6 ZACHARY ELEMENTARY SCHOOL C3.7 LIGARDE ELEMENTARY SCHOOL C3.8 MILTON ELEMENTARY SCHOOL C3.9 ALMA A. PIERCE ELEMENTARY SCHOOL C3.10 BRUNI ELEMENTARY SCHOOL C3.11 MACDONELL ELEMENTARY SCHOOL C3.12 TARVER ELEMENTARY SCHOOL C3.13 DAICHES ELEMENTARY SCHOOL C3.14 RYAN ELEMENTARY SCHOOL C3.15 DON JOSE GALLEGO ELEMENTARY SCHOOL C-3.16 HEIGHTS ELEMENTARY SCHOOL C3.17 LEYENDECKER ELEMENTARY SCHOOL C3.18 D.D. HACHAR ELEMENTARY SCHOOL C3.19 J.C. MARTIN ELEMENTARY SCHOOL C4.1 DETAILS LAREDO INDEPENDENT SCHOOL DISTRICT ELEMENTARY CAMPUS PARKING LOT PAVEMENT REHABILITATION IMPROVEMMENTS LAREDO INDEPENDENT SCHOOL DISTRICT LAREDO, TEXAS JUNE 20, 2016 BOARD OF TRUSTEES DR. A. MARCUS NELSON - SUPERINTENDENT S&B INFRASTRUCTURE, LTD. MR. RICADO GARZA - DISTRICT 4, TRUSTEE MR. HECTOR J. NOYOLA - DISTRICT 3, VICE PRESIDENT MR. JESUS MARTINEZ - DISTRICT 2, SECRETARY MR. HECTOR J. GARCIA - DISTRICT 6, TRUSTEE MR. JOSE A. VALDEZ - DISTRICT 1, TRUSTEE MR. JOSE R. PEREZ - DISTRICT 7, TRUSTEE DR. CECILIA MAY MORENO - DISTRICT 5, PRESIDENT A JORGE A. MARTINEZ G X E S P R O F E N 101173 C L S I I O N S E D L E N A S T T E O F T E N E E I R S A JULY 06, 2016
Transcript of X EOFTE ASTASR PNEI NSED CIL F E ORGLEN SI SEANO...mr. hector j. noyola - district 3, vice president...
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INDEX OF DRAWINGS
C1.0 COVER SHEET
C2.1-2.2 SITE LOCATION MAPS
C2.3 GENERAL NOTES
C3.1 FARIAS ELEMENTARY SCHOOL
C3.2 SANTA MARIA ELEMENTARY SCHOOL
C3.3 SANCHEZ-OCHOA ELEMENTARY SCHOOL
C3.4 DOVALINA ELEMENTARY SCHOOL
C3.5 KAWAS ELEMENTARY SCHOOL
C3.6 ZACHARY ELEMENTARY SCHOOL
C3.7 LIGARDE ELEMENTARY SCHOOL
C3.8 MILTON ELEMENTARY SCHOOL
C3.9 ALMA A. PIERCE ELEMENTARY SCHOOL
C3.10 BRUNI ELEMENTARY SCHOOL
C3.11 MACDONELL ELEMENTARY SCHOOL
C3.12 TARVER ELEMENTARY SCHOOL
C3.13 DAICHES ELEMENTARY SCHOOL
C3.14 RYAN ELEMENTARY SCHOOL
C3.15 DON JOSE GALLEGO ELEMENTARY SCHOOL
C-3.16 HEIGHTS ELEMENTARY SCHOOL
C3.17 LEYENDECKER ELEMENTARY SCHOOL
C3.18 D.D. HACHAR ELEMENTARY SCHOOL
C3.19 J.C. MARTIN ELEMENTARY SCHOOL
C4.1 DETAILS
LAREDO INDEPENDENT SCHOOL DISTRICT
ELEMENTARY CAMPUS PARKING LOT PAVEMENT REHABILITATION IMPROVEMMENTS
LAREDO INDEPENDENT SCHOOL DISTRICT
LAREDO, TEXAS
JUNE 20, 2016
BOARD OF TRUSTEES
DR. A. MARCUS NELSON - SUPERINTENDENT
S&B INFRASTRUCTURE, LTD.
MR. RICADO GARZA - DISTRICT 4, TRUSTEE
MR. HECTOR J. NOYOLA - DISTRICT 3, VICE PRESIDENT
MR. JESUS MARTINEZ - DISTRICT 2, SECRETARY
MR. HECTOR J. GARCIA - DISTRICT 6, TRUSTEE
MR. JOSE A. VALDEZ - DISTRICT 1, TRUSTEE
MR. JOSE R. PEREZ - DISTRICT 7, TRUSTEE
DR. CECILIA MAY MORENO - DISTRICT 5, PRESIDENT
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MARKLEY ST.
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SANTA MARIA ELEMENTARY SCHOOL3817 SANTA MARIA STREET, LAREDO, TEXAS
SANCHEZ-OCHOA ELEMENTARY SCHOOL211 E. ASH STREET, LAREDO, TEXAS
ANITA T. DOVALINA ELEMENTARY SCHOOL1700 W. ANNA AVE., LAREDO, TEXAS
FARIAS ST.
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SAN JOSE ST.
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MEXICO
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JESUS A. KAWAS ELEMENTARY SCHOOL2100 S. MILMO AVE., LAREDO, TEXAS
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HENRY B. ZACHRY ELEMENTARY SCHOOL3200 CHACOTA STREET, LAREDO, TEXAS
SALTILLO ST.
THURMAN ST.
PROJECTSITE
TINAJA ST.
PALO BLANCO ST.
ZACATECAS ST.
CHACOTA ST.
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HONORE LIGARDE ELEMENTARY SCHOOL2800 S. CANADA AVE., LAREDO, TEXAS
500' 1000'
SCALE: 1" = 500'
SALTILLO ST.
THURMAN ST.
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TINAJA ST.
PALO BLANCO ST.
ZACATECAS ST.
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CLARENCE L. MILTON ELEMENTARY SCHOOL2500 E. ASH STREET, LAREDO, TEXAS
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ALMA A. PIERCE ELEMENTARY SCHOOL800 E. EISTETTER STREET, LAREDO, TEXAS
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SCOTT ST.
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ANTONIO M. BRUNI ELEMENTARY SCHOOL1508 SAN EDUARDO AVE., LAREDO, TEXAS
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CHRISTOPHER M. MACDONELL ELEMENTARY SCHOOL1606 BENAVIDES STREET, LAREDO, TEXAS
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LAREDO INDEPENDENT SCHOOL DISTRICTPROPOSED PARKING LOT REHABILITATION
DRAWN BY: J.J.S. SCALE: NTS
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C2.1
C2.1-2.2 SITE MAP.DWGFILE:
DATE: 6.21.2016
No. DATE REVISION APP.
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SITE PLANS
LAREDO INDEPENDENT SCHOOL DISTRICT
ELEMENTARY CAMPUS
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CITY OF LAREDO, TEXAS
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JULY 06, 2016
STATUS: FINAL
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DRAWN BY: J.J.S. SCALE: NTS
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C2.2
C2.1-2.2 SITE MAP.DWGFILE:
DATE: 6.21.2016
No. DATE REVISION APP.
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TARVER ELEMENTARY SCHOOL3200 TILDEN AVE., LAREDO, TEXAS
ASH ST.
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DAICHES ELEMENTARY SCHOOL1401 GREEN STREET, LAREDO, TEXAS
RYAN ELEMENTARY SCHOOL2401 CLARK BLVD., LAREDO, TEXAS
DON JOSE GALLEGO ELEMENTARY SCHOOL520 CLARK BLVD., LAREDO, TEXAS
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HEIGHTS ELEMENTARY SCHOOL1208 MARKET STREET, LAREDO, TEXAS
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LEYENDECKER ELEMENTARY SCHOOL1311 GARDEN STREET, LAREDO, TEXAS
JEFFERSON ST.
THURMAN ST.
PROJECTSITETINAJA ST.
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CONSTANTINOPLE ST.
GARDEN ST.
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D.D. HACHAR ELEMENTARY SCHOOL3000 GUADALUPE STREET, LAREDO, TEXAS
PROJECTSITE
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J. C. MARTIN ELEMENTARY SCHOOL1600 MONTERREY AVE., LAREDO, TEXAS
500' 1000'
SCALE: 1" = 500'
GUERRERO ST.
PROJECTSITE
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COKE ST.
LANE ST.
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SITE PLANS
LAREDO INDEPENDENT SCHOOL DISTRICT
ELEMENTARY CAMPUS
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
LAREDO INDEPENDENT SCHOOL DISTRICTPROPOSED PARKING LOT REHABILITATION
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JULY 06, 2016
STATUS: FINAL
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GENERAL NOTES
LAREDO INDEPENDENT SCHOOL DISTRICT
ELEMENTARY CAMPUS
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
GENERAL NOTES:
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE POSSIBLE PRESENCE OF UNDERGROUND UTILITIES ON THE RIGHT OF WAY ON THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALL LOCATION OF UTILITIES 48 HOURS INADVANCE OF CONSTRUCTION ACTIVITIES.
APPLY ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE TEXAS MUTCD PLANS AND AS DIRECTED/APPROVED BY THE ENGINEER.
REMOVE MATERIALS LARGER THAN 4 INCHES IN SIZE WITHIN THE CONSTRUCTION LIMITS AND NOT INCORPORATED IN THE PROJECT.
RETAIN, STORE AND DELIVER ANY MATERIALS REMOVED AND NOT REUSED AND DETERMINED TO BE SALVAGABLE/STORAGE YARD AS DIRECTED BY THE ENGINEER OR DISTRICT.DELIVER UNDAMAGED ITEMS TO THE DISTRICT STORAGE YARD ASREQUIRED.
REGULATE ALL CONSTRUCTION TRAFFIC AS TO CAUSE MINIMUM OF INCONVENIENCE TO THE PUBLIC OR DISTRICT EMPLOYEES. PROVIDE A SAFE AND CONVENIENT ACCESS TO THE CAMPUSES REQUIRED DURING CONSTRUCTION.
UPON COMPLETION OF THE WORK ON EACH ROADWAY PROJECT, THOROUGHLY CLEAN ALL CONSTRUCTION MATERIALS, SWEEP ALL EXCESS ROCK AND RSETORE AL DELIVERY SITES TO NATURAL CONDITIONS OR SATISFACTORY OF THE ENGINEERPRIOR TO FINAL ACCEPTANCE OR REMOVAL OF THE BARRICADES.
THE CONTRACTOR SHALL MAINTAIN EACH SITE FREE OF TRASH, CONSTRUCTION DEBRIS AND SURPLUS MATERIALS.
REMOVE EXCESS AGGREGATE MATERIAL WITHIN THE CONSTRUCTION LIMITS AND NOT INCORPORATED INTO THE CONSTRUCTION FROM THE PROJECT AND DISPOSE OF IT IN A PROPER MANNER ACCEPTABLE TO THE ENGINEER. THIS WORK WILLNEED TO OCCUR PRIOR TO THE JOB BEING ACCEPTED AND WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE SUBSIDIARY TO THE VARIOUS BID ITEMS.
TXDOT ITEM 316 SURFACE TREATMENTS:
DESCRIPTION: ONE COURSE PAVEMENT SEAL COATAREA: 118,486 SYASPH- TYPE AC 15-P OR AC-10-2TRASPH- RATE (GAL/SY)
TY PB GR 4 SAC -B=0.3 GAL/SY = 35,685 GALTY PB GR5 SAC - B=0.2 GAL/SY = 23,790 GAL
AGGR- - TYPES/GRTY PB, GR 4 SAC - BTY PB, GR 5 SAC - B
AGGR- RATE (CY/SY)TY PB GR 4 SAC - B =1/110 = 1,081 CYTY PB GR5 SAC - B=1/120 = 991 CY
DEPENDENT UPON WEATHER CONDITIONS AND OR SEASON OF APPLICATION THE ENGINEER WILL DIRECT THE ASPHALT TYPE TO UTILIZE.
ASPHALT AND AGGREGATE RATES ARE FOR ESTIMATION PURPOSES ONLY AND MAY BE ADJUSTED BY THE ENGINEER DEPENDING ON THE MATERIAL USED. KEEP AGGREGATE RATE TO A MINIMUM AS DIRECTED BY THE ENGINEER. ALLOW AMINIMUM 24 HOUR CURING PERIOD IN THE EVENT EMULSIONS ARE USED BEFORE PLACING ANY SUBSEQUENT ASPHALT COURSES.
TAKE PRECAUTIONARY MEASURES TO AVOID DRIFTING OF ASPHALT ON TO TRAFFIC AND ADJACENT PROPERTIES WHEN USING LATEX ASPHALT.
THE ENGINEER WILL APPROVE THE LOCATION OF AGGREGATE STOCKPILES. PLACE THE AGGREGATE AT A LOCATION WHERE IT WILL BE FREE OF EXCESS SURFACE MOISTURE, AS DETERMINED BY THE ENGINEER BEFORE APPLICATION.
FLUX OIL OR EMULSIONS MAY BE USED FOR PR-ECOATING LRA AND LRA TRAP ROCK BLENDS. DRY THE PRECOATED AGGREGATE TO THE SATISFACTION OF THE ENGINEER WHEN EMULSIONS ARE USED AS THE PRECOAT MATERIAL IT WILL BE THERESPONSIBILITY OF THE CONTRACTOR/PRODUCER TO PROVIDE ADEQUATE DRYING AND MINIMUM CURING PERIOD BEFORE DELIVERY OF THE AGGREGATE.
THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PRE-COATED AGGREGATE WHICH IS IMPROPERLY COATED OR OTHERWISE UNSATISFACTORY FOR USE. IF THE AGGREGATES TO BE PRECOATED ARE FOUND TO HAVE STRIPPINGCHARACTERISTICS, THE ENGINEER MAY REQUIRE THE ADDITION OF AN ANTI-STRIPPING AGENTS. ADD 1% HYDRATED LIME BY WEIGHT TO AGGREGATE WHEN CHOOSING LIME AS AN ANTI-STRIPPING AGENT. LIME NEEDS TO MEET DMS-6350REQUIREMENTS AND IS TO BE CONSIDERED SUBSIDIARY TO THIS ITEM.
ENSURE THAT THE ASPHALT USED FOR PRE-COATING THE AGGREGATE AT THE PLANT AND THE ASPHALT USED FOR THE SURFACE TREATMENT AT THE PROJECT SITE WILL NOT RESULT IN A REACTION THAT MAY ADVERSELY AFFECT THE BONDINGOF THE AGGREGATE AND ASPHALT DURING THE SURFACE TREATMENT OPERATION.
PRE-COATED AGGREGATED THAT DO NOT FLOW QUALITIES AND CAN NOT BE SATISFACTORY SPREAD BY APPROVED MECHANICAL SPREADING DEVICES ARE NOT ACCEPTABLE.
STOCKPILES OF AGGREGATE PRE-COATED WITH AC MAY GENERATE EXCESSIVE HEAT BUILD-UP RESULTING IN DAMAGE TO THE ASPHALT AND/OR AGGREGATES IF ADEQUATE COOLING HAS NOT BEEN INITIALLY PROVIDED STOCKPILES SHOWINGEVIDENCE OF EXCESSIVE HEAT BUILD-UP CAN BE REJECTED BY ENGINEER
EXECUTE ALL ROLLING IN ACCORDANCE WITH ITEM 210 ( MEDIUM, PNEUMATIC,TIRE) AT THE APPROXIMATE RATE OF 1 HR/3000 SY OR AS DIRECTED BY THE ENGINEER. THE LIGHT PNEUMATIC ROLLER WILL BE ACCEPTABLE AT THE APPROXIMATERATE OF 2 HR/2000 SY TIRE PRESSURE AND BALLAST OF ALL PNEUMATIC ROLLERS WILL BE CONTINUING INTEREST BY THE ENGINEER, AND WILL BE IN ACCORDANCE WITH ITEM 210.
CONFIGURE THE ASPHALT DISTRIBUTOR SPRAY BAR SO THAT NOZZLES OVER THE WHEEL PATHS OF THE ROAD SPRAY 15% LESS THAN THE NOZZLES OVER THE AREAS OF THE ROADWAY, UNLESS OTHERWISE DIRECTED THE ENGINEER. PROVIDE THEVARIABLE SIZE NOZZLES AND PROVIDE THE ENGINEER WITH DOCUMENTATION CERTIFYING THE CALIBRATION OF THE NOZZLES. THE VARIABLE SIZE NOZZLES WILL NOT BE PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO ITEM 316
ALL CONCRETE CURBS AND/PR CONCRETE ISLANDS THAT GET COATED WITH OIL/MATERIAL DURING THE SURFACE TREATMENT OPERATION SHALL BE CLEANED AS DIRECTED/APPR9OVED BY THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THEPROJECT. REPAIR SURFACE FLUSHING AND BLEEDING LOCATIONS ON ALL SCHOOL SITES.
PAVEMENT SEALER ALTERNATE BID
AS AN ALTERNATE BID FOR EACH CAMPUS, THE CONTRACTOR PROVIDE AND INSTALL SEALMASTER COLD TAR CONCENTRATE PAVEMENT SEALER WITH PAVE GEL ADDITIVE OR APPROVED EQUAL. CONTRACTOR INSTALLATION PROCEDURES ANDMETHODS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE AND INSTALL A MINIMUM OF 2 COATS OF PAVEGEL SEALER ADDITIVE AS PER MANUFACTURERS RECOMMENDATIONS. TEMPERATURE MUST BEA MINIMUM OF 50 DEGREES FAHRENHEIT AND RISING FOR A PERIOD OF NOT LESS THAN 24 HOURS. DO NOT APPLY WHEN TEMPERATURE IS EXPECTED TO DROP BELOW 50 DEGREES FAHRENHEIT IN A PERIOD. DO NOT APPLY IF RAIN ISFORECAST WITHIN 24 HOURS. ALLOW FINAL COAT OF PAVEMENT SEALER TO CURE FOR A MINIMUM OF 24 HOURS BEFORE OPENING TO TRAFFIC. SEE BID SCHEDULE FOR FURTHER INFORMATION.
TXDOT ITEM 502 BARRICADES,SIGNS AND TRAFFIC HANDLING :
STATE STANDARD SHETS(S) TRAFFIC CONTROL PLAN (TCP) REQUIRES THAT CERTAIN SIGNS ARE TO REMAIN IN PLACE UNTIL THE STANDARD PAVEMENT MARKINGS ARE PLACED. PLACE THE STANDARD MARKINGS NO LATER THAN 14 DAYS AFTERSURFACE TREATMENT OPERATIONS ARE COMPLETED.
REFER TO THE TRAFFIC CONTROL PLAN FOR THIS PROJECT AS SHOWN IN THE PLANS, AS DETAILED ON THE BARRICADE AND CONSTRUCTION STANDARD SHEETS AND AS PROVIDED FOR IN THE CURRENT TEXAS MUTCD
ASSURE THAT PREVIOUSLY USED TO TMA's MEET THE NCHRP 230 REQUIREMENTS AND ALL NEW TRUCK MOUNTED ATTENUATORS MEET NCHRP 350 REQUIREMENTS.
THE TIME FRAME FOR THE CONTRACTOR TO PROVIDE PROPERLY MAINTAINED TRAFFIC CONTROL DEVICES BEFORE THEY ARE CONSIDERED TO BE IN NON-COMPLIANCE WITH THIS ITEM, IS 48 HOURS REGARDLESS OF THE DAYS OF THE WEEKINVOLVED AFTER NOTIFICATION IS DONE IN WRITING BY THE ENGINEER. IF THE CONTRACTOR DOESN'T TAKE THE NECESSARY STEPS APPROVED BY THE ENGINEER TO ELIMINATE THE NON-COMPLIANCE CONDITIONS WITHIN THE 48 HOURSESTABLISHED ABOVE PAYMENT FOR THIS ITEM FOR THE MONTH(S) IN NON-COMPLIANCE CAN BE WITHHELD AS COVERED IN SECTION 502.4(B)
FURNISH ALL T4RAFFIC CONTROL AND COMPLY WITH THE CURRENT TEXAS MUTCD. TRAFFIC CONTROL PLAN (TCP) AND BARRICADES AND CONSTRUCTION STANDARDS (BC) PAVEMENT MARKER STANDARDS (PM) AND WORK ZONE STANDARD(WZ) CONDUCT CONSTRUCTION METHODS SO AS TO PROVIDE THE LEAST POSSIBLE INTERFERENCE TO TRAFFIC AND TO PERMIT THE CONTINUOUS MOVEMENT OF TRAFFIC IN ALL ALLOWABLE DIRECTIONS AT ALL TIMES. CLEAN UP AND REMOVEFROM THE WORK AREA ALL LOOSE MATERIAL RESULTING FROM CONTRACT OPERATIONS AT THE END OF EACH WORK DAY.
THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE TRAFFIC CONTROL AND WILL BE RESPONSIBLE FOR FURNISHING ALL TRAFFIC CONTROL DEVICES AND FLAGGERS
ALL PROPOSED STOP SIGNS SHALL BE R1-1 (30"X30") AND AHDERE TO THE TEXAS MUTCD REQUIREMENT.
TXDOT ITEM 506 TEMPORARY EROSION, SEDIMENTATION , AND ENVIROMENTAL CONTROLS :
THE SW3P FOR THIS CONTRACT CONSISTS OF TEMPORARY SEDIMENT CONTROL FENCE TO BE UTILIZED AS DEEMED NECESSARY BY THE ENGINEER.
TXDOT ITEM 644 SMALL ROADSIDE SIGN SUPPORTS AND ASSEMBLIES:
SALVAGE AND DELIVER ALL ALUMINUM SIGN FACES TO LISD AS DIRECTED.
TXDOT ITEM 666 REFLECTORIZED PAVEMENT MARKINGS:
ALL PAVEMENT MARKINGS INCLUDING PARKING STALLS, ADA MARKINGS, FIRE LANE MARKING, DIRECTIONAL ARROWS, ETC FOR ALL PAVEMENT AREAS SHALL BE PAINTED "WHITE". PROVIDE "YELLOW"PAINT FOR ALL CONCRETE AREAS.PROVIDE BLUE COLOR FOR ADA HANDICAP MARKING AND RED FOR FIRE LANES UNLESS OTHERWISE INDICATED. PAINT MATERIAL SHALL ADHERE TO THE REQUIREMENTS OF PPG ZONELINE 11-53 SERIES. CONTRACTOR SHALL INSTALLPAVEMENT MARKINGS AS PER MANUFACTURERS RECOMMENDATIONS.
SWEEP AND CLEAN SURFACE WITH POWER BROOM SUPPLEMENTED BY HAND BROOMING AS REQUIRED TO REMOVE ALL LOOSE MATERIAL, DUST AND DEBRIS. REMOVE ALL GREASE AND OILS DEPOSITS WITH SOLVENTS AND DETERGENTS ASREQUIRED.
STRIPING: APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE STRIPES WITH UNIFORM STRAIGHT EDGES, MINIMUM 4" WIDE OR AS PER DETAIL. APPLY IN COATS AT MANUFACTURERS RECOMMENDED RATES TO PROVIDE A 15-MIL WETFILM THICKNESS.
APPLY ALL MAKINGS IN ACCORDANCE WITH THE PLANS, TEXAS MUTCD AND AS DIRECTED/APPROVED BY THE ENGINEER AFTER THE SURFACE HAS CURED FOR (2) DAYS, BEEN CLEANED AND PREPARED ACCORDING TO THE SPECIFICATIONS AND ASDIRECTED/APPROVED BY THE ENGINEER. APPLY MARKINGS DIRECTLY OVER EXISTING PAINTED PAVEMENT MARKINGS ONLY WHERE APPLICABLE AND AS OUTLINED IN THE 2014 STANDARD SPECIFICATIONS FOR CONSTRUCTION ANDMAINTENANCE OF HIGHWAYS,STREETS AND BRIDGES.
FOR SURFACE TREATMENT PROJECTS, LEAVE THE FINAL COURSE IN PLACE FOR TWO (2) DAYS AND BROOM THE ROADWAY DIRECTLY AHEAD OF THE STRIPING MACHINE PRIOR TO PLACING STANDARD PAVEMENT MARKINGS.
TXDOT ITEM 672 RAISED PAVEMENT MARKERS:
MOUNT ADHESIVE DISPENSING EQUIPMENT INTO TRUCK OR TRAILER. PLACE ALL ADHESIVE MATERIAL DIRECTLY FROM THE HEATED DISPENSER TO THE PAVEMENT. PORTABLE OR NOT-HEATED CONTAINERS WILL BE ALLOWED FOR THE PLACEMENTOF THE ADHESIVE MATERIAL.
USE A CREW EXPERIENCED IN THE WORK OF RAISED PAVEMENT MARKER REPLACEMENT AND/OR INSTALLATION AND IN THE NECESSARY TRAFFIC CONTROL.
PLACE THE PROPOSED REFLECTIVE PAVEMENT MARKERS IN ACCORDANCE WITH TxDOT STANDARDS.
CLEAN THE PAVEMENT AT EACH LOCATION WHERE MARKERS ARE TO BE PLACED IN SUCH A MANNER AS TO REMOVE ALL DIRT AND LOOSE DEBRIS BEFORE APPLICATION. THIS CLEANING WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE SUBSIDIARY TOITEM 672 RAISED PAVEM ENT MARKERS.
PRIOR TO PLACEMENT OF ALL RAISED PAVEMENT MARKERS ON CONCRETE PAVEMENT. THE SURFACE WILL BE BLAST-CLEANED USING AN ABRASIVE BLASTING MEDIUM. THIS WORK WILL NOT BE PAVED FOR DIRECTLY BUT WILL BE
SUBSIDIARY TO BID ITEM 672 RAISED PAVEMENT MARKERS.
USE BITUMINOUS ADHESIVE ON BITUMINOUS PAVEMENTS. DO NOT USE EPOXY ADHESIVE ON PORTLAND CEMENT CONCRETE PAVEMENT.
GENERAL INSTRUCTIONS:
1) THE CONTRACTOR SHALL SUBMIT A PROPOSED SCHEDULE OF WORKAT THE PRE-CONSTRUCITON CONFERENCE. NO CONSTRUCTIONACTIVITIES SHALL COMMENCE UNTIL THE SCHEDULE IS APPROVED BYLISD AND THE ENGINEER.
2) CONTRACTOR SHALL COORDINATE AND PERFORM ALL PROPOSEDWORK TO MINIMIZE DISRUPTION TO THE DISTRICT. CONTRACTOR SHALLCONTACT LISD THE SCHOOL WORKING DAY SCHEDULE AND PROVIDE ASCHEDULE TO MINIMIZE DISRUPTION.
3) INSTALL ALL APPLICABLE BARRICADES, SIGNS, WORK ZONES MARKINGAS REQUIRED FOR THE SAFETY OF THE PUBLIC AND STAFF.
4) ONCE WORK HAS BEGUN AT EACH SITE, THE ENTIRE SEQUENCE MUSTBE WORKED ON CONTINUOUSLY TO COMPLETION. ADJACENT SITELOCATIONS MAY BE COMBINED WITH ENGINEER OR LISD APPROVAL. NOWORK WILL BE ALLOWED NEXT CAMPUS UNTIL THE CURRENT WORK ISFINISHED AND READY TO OPEN TO TRAFFIC UNLESS OTHERWISEAPPROVED BY THE ENGINEER.
5) CONTRACTOR IS REQUIRED TO OBTAIN AND PAY FOR ALL CITY OFLAREDO PERMITS REQUIRED FOR PROJECT. NO CONSTRUCTION SHALLCOMMENCE WITHOUT OBTAINING ALL PERMITS/ APPROVALS.
6) EACH WORK AREA IS TO BE CLEARED BY BLOWING AND SWEEPINGALL VEGETATION, DIRT, AND LOOSE DEBRIS PRIOR TO SEAL COATOPERATIONS.
7) CONTRACTOR SHALL PROVIDE FLAGGERS, SIGNS, WORK ZONEMARKINGS IN ACCORDANCE WITH THE PROJECT AS REQUIRED.
8) CONTRACTOR SHALL REPAIR ALL POT HOLES AND BAD AREASIDENTIFIED ON THE PLAN SET.
9) ALL PARKING AREAS WITHIN PROJECT LIMITS SHALL BE RE-STRIPED ASPER PLAN.
10) AREAS UTILIZED FOR THE CONTRACTOR'S PARKING, STORAGE,STAGING, HAUL ROUTES, AND ALL OTHER IMPACTED AREAS DISTURBEDSHALL BE RESTORED TO THE ORIGINAL CONDITION OR AS ACCEPTED BYLISD AT THE COMPLETION OF THE PROJECT.
11) CONTRACTOR WILL BE REQUIRED TO PROVIDE WARRANTY FOR THEWORK COMPLETED AS PER LISD REQUIREMENTS.
BASIS OF ESTIMATE
SEQUENCE OF WORK
THE FOLLOWING WORK WILL BE PERFORMED AT EACH CAMPUS.SIMULTANEOUS WORK WILL NOT BE ALLOWED UNLESS OTHERWISEAPPROVED BY THE ENGINEER.
1) PLACE ADVANCE WARNING SIGNS, FLAGGERS, WORK ZONE SIGNS,BARRICADES AND ALL TRAFFIC CONTROL MEASURES REQUIRED ON THESITE.
2) PREPARE THE WORK AREA BY CLEARING, BLOWING AND SWEEPINGALL VEGETATION, DIRT, AND LOOSE DEBRIS PRIOR TO SEAL COATOPERATIONS.
3) REPAIR ALL/ANY POT HOLES AND BAD AREAS IDENTIFIED ON THE PLANSET.
4) COMPLETE ALL SEAL COAT OPERATIONS FOR THE PARKING AREAS.
5) COMPLETE ALL STRIPING SIGNAGE AND PAVEMENT MARKINGS AS PERPLAN. ALL PAVEMENT MARKINGS SHALL BE INSTALLED NOT LESS THAN24 HOURS AFTER COMPLETION OF THE SEAL COAT OPERATIONS.
6) CLEAN AND CLEAR ALL LOOSE DEBRIS FROM THE PROJECT LIMITS.CLEAN ALL AREAS DISTURBED TO THE ORIGINAL CONDITION OR ASACCEPTED BY LISD.
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JULY 06, 2016 DRAWN BY: J.J.S. SCALE: AS SHOWNCHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C2.3
C2.3-GENERAL NOTES.DWG
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
-
PROPOSED SEAL COATAREA= 52,950 SQ.FT.
18
.0
'
9.0'
9.0'
18
.0
'
9.0'
18.0'
18
.0
'
18.0'
9.0'
18.0'
9.0'
18.0'
9.0'
9.0'5.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 10
,700
SQ
.FT
.18.0'
PROPOSED SEAL COATAREA= 18,850 SQ.FT.
PROPOSED SEAL COATAREA= 22,185 SQ.FT.
20.0'
9
.
0
'
11.0'
18.0'
9.0'
18.0'
20.0'
9.0'
18.0'
5.0'
9.0' 9.0' 8.0'9.0'
22.0'
18.0'
9.0'
22.8'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C3.1
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
FARIAS ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
SOUTH SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
NORTH SIDE PARKING AREASCALE 1" - 20'
WEST SIDE PARKING AREASCALE 1" - 30'
28 PARKING SPACES
ORTIZ STREET
SA
NT
A M
AR
IA R
OA
D
CHICAGO STREET
RA
IL R
OA
D T
RA
CK
S
FIRE LANESTRIPINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
PAVEMENTSTRIPING
26 PARKING SPACES 11 PARKING SPACES
11 PARKING SPACES10 PARKING SPACES
10 PARKING SPACES
8 PARKING SPACES
8 PARKING SPACES
FIRE LANE STRIPINGSEE DETAIL
RESTRIPEPAVEMENT
MARKING
PROPOSEDPAVEMENT
STRIPINGPAVEMENTMARKINGS
FIRE LANE STRIPINGSEE DETAIL
PAVEMENTSTRIPING
13 PARKING SPACES
11 PARKING SPACES
12 PARKING SPACES
11 P
AR
KIN
G S
PA
CE
SFIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
EXISTINGCONCRETE
EXISTING SIDEWALK
PROPOSED 4"CENTERLINE STRIPING
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PROPOSED 24"X6'PAVEMENT MARKING
SEE DETAIL
EXISTINGCONCRETE PAVEMENT
EXISTINGBUILDING
EXISTING BUILDING
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
PAVEMENT MARKINGSLOCATION AS SHOWN
EXISTINGSIGN
FIRE LANESTRIPINGSEE DETAIL
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
PROPOSEDPAVEMENTSTRIPING
EXISTING BUILDING
WHEEL STOP
PROPOSED 24"X6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSEPAVEMENT
STRIPING
PROPOSEPAVEMENT
STRIPINGPROPOSE
PAVEMENTSTRIPING
PROPOSED 24"X6'PAVEMENT STRIPINGSEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 24"X6'PAVEMENT STRIPING
SEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
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JULY 06, 2016
-
PROPOSED SEAL COATAREA= 17,842 SQ.FT.
9.0'
20
.0
'
20
.0
'
9.0'
20.0'
9.0'
20.0'
5.0'
8.0'
24.2'
24.9'
2.0'
PR
OP
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SE
AL
CO
AT
AR
EA
= 19
,803
SQ
.FT
.
20.0'
9.0'
20.0'
9.0'
9.0'
20
.0
'
5.0'
8.0'
8.0
'6
.0
'1
0.0
'
ONLY
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 5,
200
SQ
.FT
.
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C3.2
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
SANTA MARIA ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
WEST SIDE PARKING AREASCALE 1" - 30'
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 30'
EAST SIDE PARKING AREASCALE 1" - 30'
7 PARKINGSPACES
SA
NT
A M
AR
IA A
VE
NU
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SA
NT
A M
AR
IA A
VE
NU
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BOSTON STREET
JUA
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VE
NU
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PAVEMENT MARKINGSEE DETAILS
PROPOSED 24" x 6'PAVEMENT MARKING
FIR
E L
AN
ES
TR
IPIN
GS
EE
DE
TA
IL
12 PARKING SPACES
15 PARKING SPACES
PAVEMENTMARKINGSLOCATIONSAS SHOWN
14 P
AR
KIN
G S
PA
CE
S
5 P
AR
KIN
G S
PA
CE
S5
PA
RK
ING
SP
AC
ES
11 P
AR
KIN
G S
PA
CE
S
FIRE LANE STRIPINGSEE DETAILPAVEMENT MARKING
LOCATIONSAS SHOWN
4 P
AR
KIN
G S
PA
CE
S
FIR
E L
AN
E S
TR
IPIN
GS
EE
DE
TA
IL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTINGBUILDING
EXISTINGBUILDING
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
SID
EW
ALK
EX
IST
ING
SID
EW
ALK
EX
IST
ING
CO
NC
RE
TE
EXISTINGCONCRETE
EXISTING SIDEWALK
EXISTING CONCRETE
EXISTINGSIGN
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
6 P
AR
KIN
G S
PA
CE
S
PROPOSED 24"x6'PAVEMENT
MARKING
PROPOSED 24" x 6'PAVEMENT MARKING
PAVEMENT MARKINGSEE DETAILS
PROPOSED 24" x 6'PAVEMENTMARKING
PROPOSED24" x 6'PAVEMENTMARKING
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2'STOP BAR
LOCATIONSAS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
ADJUSTEXISTINGSIGN
A
JORGE A. MARTINEZ
G
X
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S
P
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101173
C
L
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A
JULY 06, 2016
-
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 10
,850
SQ
.FT
.
ON
LY
9.0'
9.0'
8.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 21
,150
SQ
.FT
.
9.0
'
9.0
'
9.0
'
18.0'
18.0'
8.0'
9.0'
9.0'
9.0'
20.0'
18.0'
8.0
'5
.0
'
10.0'
9.0
'9
.0
'
PROPOSED SEAL COATAREA= 32,550 SQ.FT.
9.0
'
9
.
0
'
18
.5
'
20.0'
BUS PARKING BUS PARKING
8.0'
11.6'
9.0'
20.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. PROJECT NO: U2405
APPROVED BY: J.A.M. C3.3
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
SANCHEZ OCHOA ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
30' 60'
SCALE: 1" = 30'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASCALE 1" - 20'
NORTH SIDE PARKING AREASCALE 1" - 30'
EAST SIDE PARKING AREASCALE 1" - 30'
ASH STREET
PROPOSEDPAVEMENT
MARKINGFI
RE
LA
NE
ST
RIP
ING
SE
E D
ET
AIL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
7 PARKING SPACES
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
EXISTINGBUILDING
EX
IST
ING
CO
NC
RE
TE
EXISTING CONCRETE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
7 PARKING SPACES
6 P
AR
KIN
G S
PA
CE
S4
PA
RK
ING
SP
AC
ES
11 P
AR
KIN
G S
PA
CE
S
4 P
AR
KIN
GS
PA
CE
S
13 P
AR
KIN
G S
PA
CE
S2
PA
RK
ING
SP
AC
ES
10 P
AR
KIN
G S
PA
CE
S
PROPOSED24" X 6'
PAVEMENTMARKING
SEE DETAIL
PROPOSED24" X 6'
PAVEMENTMARKING
PROPOSED 24" X 6'PAVEMENTSTRIPINGSEE DETAIL
PROPOSED24" X 6'PAVEMENTSTRIPING
FIRE LANE STRIPINGSEE DETAIL
36 PARKING SPACES
19 PARKING SPACES
EXISTINGBUILDINGM
ON
TE
RR
EY
AV
EN
UE
PROPOSED 24"X6'PAVEMENTMARKINGSEE DETAIL
PROPOSED 24" X 8'PAVEMENTMARKINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
PROPOSEDWHEELSTOPS (4)
PROPOSEDWHEELSTOPS (2)
PROPOSEDWHEEL
STOPS (2)
EXISTINGBUILDING
PROPOSED PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSED 4" SOLIDCENTERLINE
STRIPING
RE-STRIPEPAVEMENTMARKINGS
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSEDWHEELSTOPS (1)
RESTRIPEPAVEMENT MARKINGS
AS REQUIRED
PROPOSED 4"SOLID STRIPINGLOCATIONSAS SHOWN
A
JORGE A. MARTINEZ
G
X
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S
P
R
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101173
C
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JULY 06, 2016
EXISTINGCONCRETEPAVEMENT
EXISTINGCONCRETEPAVEMENT
EXISTINGCONCRETEPAVEMENT
DATE: 6.21.2016
DATE: 7.06.2016
-
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C3.4
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
DOVALINA ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASACALE 1" - 30'
NORTH SIDE PARKING AREASACALE 1" - 20'
18 PARKING SPACES
FIRE LANE STRIPINGSEE DETAIL
PROPOSED24" X 8'PAVEMENTMARKINGS
FIRE LANESTRIPINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPINGSEE DETAIL
FIRE LANESTRIPINGSEE DETAIL
FIR
E L
AN
E S
TR
IPIN
GS
EE
DE
TA
IL
PROPOSEDPAVEMENTMARKINGS
PROPOSEDPAVEMENTMARKINGS
PROPOSEDPAVEMENTSTRIPING
PROPOSEDPAVEMENTSTRIPING
7 PARKING SPACES
7 PARKING SPACES
7 PARKING SPACES
7 PARKING SPACES
10 P
AR
KIN
G S
PA
CE
S
11 P
AR
KIN
G S
PA
CE
S
9 P
AR
KIN
G S
PA
CE
S
9 P
AR
KIN
G S
PA
CE
S4
PA
RK
ING
SP
AC
ES
2 P
AR
KIN
GS
PA
CE
S
AN
NA
AV
ENU
E
EX
IST
ING
CO
NC
RE
TE
PROPOSED24" X 6'PAVEMENTMARKINGSEE DETAIL
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EXISTING CONCRETE
EXISTINGBUILDING
PAVEMENTMARKINGLOCATIONSAS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSEDPAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PART OF NORTHSIDE PARKING LOT
PROPOSEDPAVEMENTMARKINGSLOCATIONSAS SHOWN
RESTRIPEPAVEMENTMARKINGAS REQUIRED
EXISTINGBUILDING
RESTRIPEPAVEMENT
MARKINGAS REQUIRED
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSEDPAVEMENTSTRIPING
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
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F
E
N
101173
C
L
S
I
I
O
NS
E
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S
T
T
E
OF
T
E
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S
A
JULY 06, 2016
-
PROPOSED SEAL COATAREA= 33,988 SQ.FT.
9.0'
40
.0
'
20
.0
'
9.0'9.0'9.0' 9.0' 9.0'
9.0'
24
.0
'
PROPOSED SEAL COATAREA= 24,962 SQ.FT.
9.0'
40
.0
'
20
.0
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C3.5
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
KAWAS ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 20'
NORTH SIDE PARKING AREASCALE 1" - 20'
15 PARKING SPACES
CHESTNUT STREET
FIRE LANESTRIPING
SEE DETAIL
PAVEMENTSTRIPING
LOCATIONSAS SHOWN
TE
XA
S A
VE
NU
E
JAR
VIS
AV
EN
UE
SAN LUIS AVENUE
11 PARKING SPACES
11 PARKING SPACES
8 PARKING SPACES
3 PARKING SPACES
FIRE LANESTRIPING
SEE DETAIL
EXISTINGTRANSFORMER
EX
IST
ING
CO
NC
RE
TE
EXISTING SIDEWALK
22 PARKING SPACES
19 PARKING SPACES
19 PARKING SPACES
25 PARKING SPACES
2 PARKINGSPACES
EXISTINGRAMP
EXISTINGBUILDING
FIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
PROPOSED24" X 6'PAVEMENTMARKINGSSEE DETAIL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
EXISTING CONCRETE
EXISTING SIDEWALK
PROPOSED24" X 6'
PAVEMENTMARKING
SEE DETAIL
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PAVEMENTMARKINGS
LOCATIONSAS SHOWN
EX
IST
ING
CO
NC
RE
TE
PAVEMENTMARKINGSLOCATIONSAS SHOWN
RESTRIPE ASREQUIRED
EXISTINGCONCRETE
EXISTINGCONCRETE
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSEDPOTHOLEREPAIR (15 SY)
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
N
S
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JULY 06, 2016
-
PROPOSED SEAL COATAREA= 45,850 SQ.FT.
9.0
'
20.0'
9.0
'
40.0' 24.0'
40.0' 24.0'
24.0'
9.0'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C3.6
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
ZACHARY ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
SOUTH SIDE PARKING AREASCALE 1" - 20'
10 P
AR
KIN
G S
PA
CE
S
OR
TIZ
ST
RE
ET
FIRE LANE STRIPINGSEE DETAIL
12 P
AR
KIN
G S
PA
CE
S
19 P
AR
KIN
G S
PA
CE
S
19 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
9 PARKING SPACES
9 PARKING SPACES
RE-STRIPEPAVEMENT
STRIPING
PAVEMENTMARKINGSLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENTMARKINGSEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTINGCONCRETE
PROJECT LIMITS
19 P
AR
KIN
G S
PA
CE
S
EXISTINGCONCRETE
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENTMARKINGSEE DETAIL
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 24" X 8'PAVEMENTMARKINGS
SEE DETAIL
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JULY 06, 2016
-
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 42
,533
SQ
. FT
.
20.0'
9.0
'
9.0
'
36.0'
36.0'
9.0
'
18.0'
9.0
'
24.0'
8.0
'9
.0
'
5.0
'
9.0
'
5.0
'
9.0
'
PARKING LOTTOTAL AREA= 6,412 SQ.FT.
D
Y
H
19
.5
'
9.0'
9.0'
19
.5
'
23
.6
'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C3.7
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
LIGARDE ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASCALE 1" - 30'
SOUTH SIDE PARKING AREASCALE 1" - 20'
10 PARKING SPACES
FIR
E L
AN
E S
TR
IPIN
GS
EE
DE
TA
IL
RESTRIPEPAVEMENTMARKINGSAS REQUIRED
PALO BLANCO STREET
THURMAN STREET
CA
NA
DA
AV
EN
UE
CA
NA
DA
AV
EN
UE
CA
NA
DA
AV
EN
UE
8 PARKING SPACES
PAVEMENTSTRIPING
30 P
AR
KIN
G S
PA
CE
S
24 P
AR
KIN
G S
PA
CE
S
24 P
AR
KIN
G S
PA
CE
S
14 P
AR
KIN
G S
PA
CE
S
PAVEMENT MARKINGSLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
PAVEMENT MARKINGSLOCATIONS AS SHOWN
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
PROPOSED 2' STOP BARLOCATIONS AS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
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N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JULY 06, 2016
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
-
PROPOSED SEAL COATAREA= 19,590 SQ.FT.
12.0'
19.0'
9
.
0
'
12.0'
12
.0
'
PROPOSED SEAL COATAREA= 45,763 SQ.FT.
40.0'24.0'
9.0'
40.0'
20.0'
40.0'
24.0'
40.0'
9.0'
9.0
'
9.0'
9.0'
24
.9
'
20.0'
PR
OP
OS
ED
SE
AL
CO
AT
AR
EA
= 17
,727
SQ
.FT
.
S
S
9
.
0
'
31.1'
DRAWN BY: J.J.S. SCALE: AS SHOWN
CHECKED BY: M.E.E. DATE: 6.21.2016 PROJECT NO: U2405
APPROVED BY: J.A.M. DATE: 7.06.2016 C3.8
C-3.1-3.10 ELEMENTARY SCHOOLS.DWG
LAREDO INDEPENDENT SCHOOL DISTRICT
MILTON ELEMENTARY SCHOOL
PARKING LOT REHABILITATION
CITY OF LAREDO, TEXAS
FILE: STATUS: FINAL
DATE: 6.21.2016
No. DATE REVISION APP.
- - -
0
20' 40'
SCALE: 1" = 20'
CALL BEFORE YOU DIG!
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG
DRILL, OR BLAST - STOP, CALL!
TEXAS ONE CALL SYSTEM
811
UTILITY DEPARTMENTS
LAREDO, TEXAS
WATER DISTRIBUTION AND SANITARY SEWER
ROLANDO LOZANO
LAREDO WATER UTILITIES DEPARTMENT
(956) 794-1625
ELECTRIC COMPANY
A. E. P.
(956) 721-3169
TELEPHONE COMPANY
ATT
(956) 727-6749
CABLE COMPANY
TIME WARNER CABLE
(956) 721-0600
WEST SIDE PARKING AREASCALE 1" - 30'
14 PARKING SPACES
MONTGOMERY STREET
RE-STRIPEPAVEMENTMARKING ASREQUIRED
NORTH SIDE PARKING AREASCALE 1" - 20'
5 P
AR
KIN
G S
PA
CE
S8
PA
RK
ING
SP
AC
ES
3 P
AR
KIN
GS
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
10 P
AR
KIN
G S
PA
CE
S
13 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
7 P
AR
KIN
G S
PA
CE
S
PROPOSED18" X 8'
PAVEMENTMARKINGS
PROPOSEDPAVEMENT
STRIPING
TE
XA
S A
VE
NU
E
13 PARKING SPACES
PROPOSEDPAVEMENTMARKINGS
PROPOSED 4"SOLID CENTERLINESTRIPING
PAVEMENT MARKINGSLOCATIONS AS SHOWN
EXISTING SIDEWALK
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EX
IST
ING
CO
NC
RE
TE
EXIS
TIN
G C
ON
CR
ETE
EXIS
TIN
G C
ON
CR
ETE
PROPOSED 4" SOLIDCENTER LINESTRIPING
PROPOSEDPAVEMENTMARKINGS
LOCATIONSSEE DETAIL
PAVEMENT MARKINGSLOCATIONS SEE DETAIL
PAVEMENT MARKINGSLOCATIONS AS SHOWN
SOUTH SIDE PARKING AREASCALE 1" - 20'
MA
RT
IN A
VE
NU
E
MONTGOMERY STREET
ELM STREET
PAVEMENT MARKINGLOCATION SEE DETAIL PAVEMENT MARKINGS
LOCATIONS AS SHOWN
FIRE LANE STRIPINGSEE DETAIL
FIRE LANE STRIPINGSEE DETAIL
FIRE LANE STRIPINGSEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
FIRE LANESTRIPING
SEE DETAIL
FIRE LANE STRIPINGSEE DETAIL
PROPOSED 4" SOLIDCENTER LINE
STRIPING
NOTES:
1. CONTRACTOR IS REQUIRED TO VISIT SITE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
PLACING A BID. BID SHALL BE ALL INCLUSIVE OF WORK REQUIRED TO COMPLETE THE PROJECT.
2. CONTRACTOR SHALL MATCH EXISTING GRADES NOTIFY ENGINEER OF ANY DISCREPANCIES.
3. NO CONSTRUCTION SHALL COMMENCE UNTIL PROPER CLEARANCES FROM THE ENGINEER/DISTRICT
HAS BEEN OBTAINED.
4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AS MAY BE REQUIRED FOR THE PROJECT.
5. CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN / TRAFFIC BARRICADES WHILE WORKING
ONSITE TO ENSURE SAFETY FOR THE PUBLIC.
6. CONTRACTOR SHALL INCLUDE IN HIS BID REMOVAL AND HAULING OF ANY EXCESS MATERIAL.
7. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE CONDITIONS DURING ALL CONSTRUCTION
PHASES OF THE PROJECT UNTIL PROJECT IS COMPLETED. HANDLE ALL EXCAVATED, EXCESS AND
STOCKPILED MATERIAL IN SUCH A WAY THAT IT WILL NOT BLOCK DRAINAGE OR DAMAGE EXISTING
ENVIRONMENTAL ITEMS.
8. ALL EXISTING ASPHALT PAVED SURFACES WILL BE SEAL COATED AS PER DETAIL UNLESS
SPECIFICALLY SHOWN OTHERWISE.
9. ALL EXISTING WHEEL STOPS AND SPEED HUMPS SHALL BE RELOCATED AND REINSTALLED AS
REQUIRED WHEN WITHIN PROPOSED PROJECT LIMITS AND/OR PROPOSED PAVEMENT IMPROVEMENTS.
10. ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS SHALL BE RE-STRIPED UNLESS SPECIFICALLY
SHOWN OTHERWISE.
11. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DUST CONTROL MEASURES AS MAY BE
REQUIRED FOR PROJECT AT ALL TIMES.
12. CONTRACTOR TO SUBMIT ALL MATERIAL SUBMITTALS FOR ENGINEER APPROVAL PRIOR TO
CONSTRUCTION.
11. CONTRACTOR SHALL ADJUST ALL UTILITIES WITHIN THE PROJECT AREA TO GRADE AS REQUIRED.
12. DIMENSIONS SHOWN ARE TAKEN FROM THE BACK OF CURB OR EDGE OF SIDEWALK, UNLESS
OTHERWISE PRESENTED ON THIS PLAN.
13. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES
THAT DIFFER FROM THIS DIMENSION PLAN.
14. PAVEMENT MARKINGS/STRIPING SHALL BE AS PER THIS PLAN, UNLESS OTHERWISE ADVISED BY THE
ENGINEER. COLORS SHALL BE AS DIRECTED BY LISD.
15. THE CONTRACTOR SHALL ADHERE TO LOCAL DESIGN REQUIREMENTS FOR PARKING DIMENSIONS,
SHOULD REVISIONS BE MADE.
16. THE CONTRACTOR SHALL COORDINATE ANY ADDITIONAL DIMENSIONS NEEDED WITH THE ENGINEER
PRIOR TO CONSTRUCTION ACTIVITIES.
17. THE CONTRACTOR SHALL PROVIDE FOR FIRE LANE MARKING AS SHOWN ON THE UTILITY PLAN AND
COORDINATE WITH THE CITY OF LAREDO FIRE DEPARTMENT FOR LOCATIONS AND COLORS.
18. PAVEMENT MARKING SHALL BE PAINTED IN ACCORDANCE WITH THE MOST RECENT ARCHITECTURAL
BARRIERS REQUIREMENTS AND AS PER CIVIL DIMENSIONAL PLAN. SIGNAGE SHALL BE PROVIDED BY
THE CONTRACTOR AND COORDINATED WITH THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT.
19. LOCATIONS OF UTILITIES SHOWN HEREIN WERE DERIVED FROM BEST AVAILABLE SOURCES AND
FIELD SURVEYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION,
DEPTH, AND SIZES OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND
SHALL BE LIABLE FOR ANY DAMAGES OR DOWN TIME CAUSED BY FAILURE TO COMPLY WITH THESE
INSTRUCTIONS.
CONCRETE
EXISTING PROPOSED
PAVEMENT IMPROVEMENTS
MANHOLES
SIGN
BUILDING
CONCRETE CURB & GUTTER
MONOLITHIC CURB/GUTTER
SIGN
WHEEL STOP
7 P
AR
KIN
G S
PA
CE
S
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED 24" X 8'PAVEMENT MARKINGSEE DETAIL
PROPOSED24" X 6'
PAVEMENTMARKING
SEE DETAIL
PROPOSED2' STOP BAR LOCATIONS
AS SHOWN
PROPOSED24" X 6'
PAVEMENTMARKINGS
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT MARKING
SEE DETAIL
PROPOSED 24" X 6'PAVEMENT MARKINGSEE DETAIL
PROPOSED2' STOP BARLOCATIONSAS SHOWN
PROPOSED2' STOP BARLOCATIONSAS SHOWN
A
JORGE A. MARTINEZ
G
X
E
S
P
R
O
F
E
N
101173
C
L
S
I
I
O
NS
E
D
L
E
N
A
S
T
T
E
OF
T
E
N
E
E
I
R
S
A
JULY 06, 2016
-
PROPO
SED SEAL COAT
AREA= 6,382 SQ.FT.20
.
0
'
9
.
0
'
2
0
.
0
'
9
.
0
'
PROPOSED SEAL COATAREA= 27,336 SQ.FT.
9.0'
18
.0
'
19.0'
9.0'
19
.0
'
8.0'9.0'5.0'
24
.0
'
PR
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