Plan_Set.pdf

PDF 27 MB Posted Apr 3, 2024

Attached to: Traffic Signalization to Serve the Intersection of Plaza Drive and Commercial Drive
Solicitation number: 2024-22B
Issued by: Fort Bend County, Round Mountain Town, Texas

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Written by GovTribe AI · Jul 3, 2025

The document is a comprehensive Plan Set for a Traffic Signalization Project prepared by MBCO Engineering, LLC for the City of Rosenberg in Fort Bend County, Texas. The project involves installing a traffic signal at the intersection of Plaza Drive and Commercial Drive, with engineering job number 1-0127-2301. The plan set includes detailed drawings and specifications for traffic signal installation, featuring eight signal poles, vehicle and pedestrian signal heads, conduit routing, paving improvements, and pavement markings. The project will involve constructing ADA-compliant curb ramps, removing and relocating existing signs, and implementing new traffic control infrastructure.

The estimated project budget is $400,000, with the work to be performed according to City of Rosenberg and Texas Department of Transportation (TxDOT) requirements. The project specifications mandate black-housing vehicle signals with LED lamp units, Diamond Grade retroreflective signage, and specific grounding and installation standards. Key technical requirements include installing VIVDS detection systems, setting signal heads at a minimum of 17.5 feet above the roadway, and following precise electrical and construction guidelines. The project documents indicate careful consideration of existing utilities, with specific instructions for contractors to locate and protect underground infrastructure during construction.

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File	Type	Posted
Traffic_Signalization_to_Serve_the_Intersection_of_Plaza_Drive_and_Commercial_Drive.pdf	PDF	Apr 8, 2024
Technical_Specifications.pdf	PDF	Apr 3, 2024

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Dr aw n Ch k'd De sc rip tio n

TRAFFIC SIGNALIZATION

TO SERVE THE INTERSECTION OF

PLAZA DRIVE AT COMMERCIAL DRIVE

CITY OF ROSENBERG, FORT BEND COUNTY, TEXAS

April 2024

I, BONNIE C. MOSS, HEREBY ACKNOWLEDGE THAT I HAVE REVIEWED THE FLOOD HAZARD

RECOVERY DATA AND USED THE MOST RESTRICTIVE INFORMATION FOR THE DESIGN OF THIS

PROJECT.

FIRM

FLOOD INSURANCE RATE MAP

PANEL 245 OF 575

MAP# 48157C0245L

MAP REVISED APRIL 2, 2014

BFE ELEVATION: N/A

THE SITE IN UNSHADED ZONE X, IS OUTSIDE 0.2% CHANCE FLOODPLAIN

CONSTRUCTION CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY CROSSINGS PRIOR TO

START OF CONSTRUCTION AND NOTIFY ENGINEER OF RECORD IF ANY CONSTRUCTION

CONFLICTS EXIST. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO

EXISTING UTILITIES RESULTING FROM CONSTRUCTION.

PROJECT

LOCATION

PROJECT

LOCATION

SHEET INDEX

SEE SHEET 2 FOR INDEX

93004 L I C E N S E D

P R

O F E S S I O N A L E N G I N E E R

STA TE OF TEX AS

BONNIE C. MOSS

VICINITY MAP

N.T.S.

KEY MAP: 605V

ZIP CODE: 77471

AREA MAP

N.T.S.

KEY MAP: 605V

ZIP CODE: 77471

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Charles A. Kalkomey, P.E.

City Engineer

DATE

Executive Director of Public Services

THESE SIGNATURES ARE VOID IF CONSTRUCTION HAS NOT

BEEN COMMENCED IN ONE .(1) YEAR FROM DATE OF APPROVAL.

Rigo Calzoncin

DATE

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

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COUNTY

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FT. BEND

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MONTGOMERY

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ROSENBERG

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L IC ENS EDPRO FES S IO NA L ENGIN

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STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

INDEX SHEET

NTS 2 of 60

SHEET INDEX

SHEET

NO.

SHEET TITLE

1 COVER SHEET

2 INDEX SHEET

3 SUMMARY OF QUANTITIES

4 GENERAL NOTES (1 OF 4)

5 GENERAL NOTES (2 OF 4)

6 GENERAL NOTES (3 OF 4)

7 GENERAL NOTES (4 OF 4)

8 EXISTING CONDITIONS LAYOUT

9 TRAFFIC SIGNAL LAYOUT

10 TRAFFIC SIGNAL LAYOUT DETAILS

11 PAVING IMPROVEMENTS LAYOUT

12 PAVEMENT MARKING LAYOUT

13 TS-FD-12

14-15 SMA 100 (1-2)-12

16-20 LMA (1-5)-12

21 LUM -A-12

22 CFA-12

23 TS-BP-20

24 MA-D-12

25 MA-C-12

26 MA-DPD-20

27 CD/PMPS

28 OSNS/MD

29 SD/SCFD

30-41 ED (1-12)-14

42-45 PED-18

46-49 PM(1-4)-22

50 TSR(4)-13

51 SMD(GEN)-08

52-54 SMD (SLIP 1-3)-08

55-56 WZ (BTS 1-2)-13

57-58 TCP(1-3,1-4)-18

59-60

CITY OF ROSENBERG STANDARD

DETAILS

4/3/24

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STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

SUMMARY OF QUANTITIES

NTS 3 of 60

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STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

1. CITY OF ROSENBERG MUST BE INVITED TO THE PRE-CONSTRUCTION MEETING.

2. CONTRACTOR SHALL NOTIFY CITY OF ROSENBERG ENGINEERING DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 48 HOUR NOTICE TO ANY CONSTRUCTION ACTIVITY WITHIN THE LIMITS OF THE PAVING.

3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FROM CITY OF ROSENBERG PRIOR TO

COMMENCING CONSTRUCTION OF ANY IMPROVEMENTS WITHIN CITY RIGHT OF WAYS.

4. ALL PAVING IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF ROSENBERG "RULES, REGULATIONS AND REQUIREMENTS" RELATING TO THE APPROVAL AND ACCEPTANCE OF IMPROVEMENTS IN

SUBDIVISIONS AS CURRENTLY AMENDED.

5. ALL ROAD WIDTHS, CURB RADII AND CURB ALIGNMENT SHOWN INDICATES BACK OF CURB

6. A CONTINUOUS LONGITUDINAL REINFORCING BAR SHALL BE USED IN THE CURBS.

7. ALL CONCRETE PAVEMENT SHALL BE 5 12 SACK CEMENT WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. TRANSVERSE EXPANSION JOINTS SHALL BE INSTALLED AT EACH CURB RETURN AND AT A MAXIMUM

SPACING OF 60 FEET.

8. ALL WEATHER ACCESS TO ALL EXISTING STREETS AND DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.

9. 4"X 12" REINFORCED CONCRETE CURB SHALL BE PLACED IN FRONT OF SINGLE FAMILY LOTS ONLY. ALL OTHER

AREAS SHALL BE 6" REINFORCED CONCRETE CURB.

10. AT ALL INTERSECTION LOCATIONS, TYPE 7 RAMPS SHALL BE PLACE IN ACCORDANCE WITH TXDOT PED-18 STANDARD DETAIL SHEET. A.D.A. - HANDICAP RAMPS SHALL BE INSTALLED WITH STREET PAVING AT ALL INTERSECTIONS AND COMPLY WITH CURRENT A.D.A. REGULATIONS UNLESS OTHERWISE SHOWN ON PLANS.

11. CURB HEADERS ARE REQUIRED AT CURB CONNECTIONS TO HANDICAP RAMPS, WITH NO CONSTRUCTION JOINT

WITHIN 5' OF RAMPS.

12. ALL INTERSECTIONS UTILIZING TRAFFIC CONTROL MEASURES SHALL HAVE A.D.A. WHEEL CHAIR RAMPS INSTALLED.

13. GUIDELINES ARE SET FORTH IN THE TEXAS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AS CURRENTLY AMENDED, SHALL BE OBSERVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, SIGNING, STRIPING AND WARNING DEVICES, ETC., DURING CONSTRUCTION - BOTH DAY AND NIGHT.

14. STREET NAME SIGNAGE SHALL BE ON A 18" HIGH SIGN FLAT BLADE W/REFLECTIVE GREEN BACKGROUND. STREET NAMES SHALL BE UPPER AND LOWERCASE LETTERING WITH UPPERCASE LETTERS OF 10" MINIMUM AND LOWERCASE LETTERS OF 4.5" MINIMUM. THE LETTERS SHALL BE REFLECTIVE WHITE. STREET NAME SIGNS SHALL

BE MOUNTED ON MAST ARM. BLOCK NUMBERS SHALL BE PLACED ON THE SIGNS.

15. A BLUE DOUBLE REFLECTORIZED BUTTON SHALL BE PLACED AT ALL FIRE HYDRANT LOCATIONS. THE BUTTON SHALL BE PLACED 12 INCHES OFF OF THE CENTERLINE OF THE STREET ON THE SAME SIDE AS THE HYDRANT.

16. THE PROJECT AND ALL PARTS THEREOF SHALL BE SUBJECT TO INSPECTION FROM TIME TO TIME BY INSPECTORS DESIGNATED BY CITY OF ROSENBERG. NO SUCH INSPECTIONS SHALL RELIEVE THE CONTRACTOR OF ANY OF ITS OBLIGATIONS HEREUNDER. NEITHER FAILURE TO INSPECT NOR FAILURE TO DISCOVER OR REJECT ANY OF THE WORK AS NOT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, REQUIREMENTS, AND SPECIFICATIONS OF CITY OF ROSENBERG OR ANY PROVISION OF THIS PROJECT SHALL BE CONSTRUED TO IMPLY AN ACCEPTANCE OF SUCH WORK OR TO RELIEVE THE CONTRACTOR OF ANY OF ITS OBLIGATIONS HEREUNDER.

17. STABILIZED SUBGRADE: DETERMINE THE THICKNESS OF THE STABILIZED SUBGRADE AFTER CURING AND COMPACTION. IF THE SUBGRADE DEPTH IS GREATER THAN THE PROPOSED THICKNESS BY 20% OR MORE, THE CMT LAB MUST PROVIDE VERIFICATION THE PERCENTAGE OF MATERIAL BEING USED TO STABILIZE THE SUBGRADE

MEETS OR EXCEEDS PROJECT REQUIREMENTS. TEST RESULTS REQUIRED.

* CITY OF ROSENBERG NOTES SUPERSEDE ANY CONFLICTING NOTES.

GENERAL CONSTRUCTION NOTES

1. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE PER THE REQUIREMENTS OF CITY OF ROSENBERG AND TEXAS

DEPARTMENT OF TRANSPORTATION (TXDOT).

2. INSTALL SIGNS AND SIGNALS HORIZONTALLY ON MAST ARM MINIMUM OF 17 FT.-6 IN. ABOVE THE ROADWAY.

3. FURNISH BLACK HOUSING FOR VEHICLE SIGNALS WITH 12 IN. LENS AN BLACK BACK PLATES.

4. FURNISH VEHICLE SIGNALS WITH LIGHT EMITTING DIODE (LED) SIGNAL LAMP UNITS.

5. USE DIAMOND GRADE RETROREFLECTIVE SHEETING FOR SIGNS MOUNTED UNDER OR ADJACENT TO THE SIGNAL

HEADS.

6. LOCATE CONTROLLERS, STEEL POLES, DETECTION ZONES AS APPROVED BY CITY OF ROSENBERG IN THE FIELD.

7. REPAIR OR REPLACE PAVEMENT AND SIDEWALKS DAMAGED BY THE CONTRACTOR'S FORCES DURING

CONSTRUCTION AT NO COST TO THE CITY OF ROSENBERG.

8. FURNISH AND INSTALL DUCT SEAL TO ENCLOSE THE ENDS OF EACH CONDUIT CONTAINING SIGNAL CABLE.

9. THE CONTRACTOR SHALL INSTALL A CLOSED NIPPLE WITH LOCK NUT AND BUSHING (SIZE AS REQUIRED) TO PREVENT ABRASION TO SIGNAL CABLE WHERE THE CABLE ENTERS THE UPPER PORTION OF THE SIGNAL POLE.

10. DO NOT PLACE SIGNAL HEADS OVER THE ROADWAY UNTIL ALL NECESSARY MATERIALS ARE ON HAND AS

APPROVED.

11. INSTALL TWO SET SCREWS ON ALL VEHICLE SIGNAL HEAD MOUNTING HARDWARE FITTINGS.

12. WRAP SIGNAL HEADS WITH DARK PLASTIC OR SUITABLE MATERIAL TO CONCEAL THE SIGNAL FACES FROM THE

ITEM OF INSTALLATION UNTIL PLACING INTO OPERATION. DO NOT USE BURLAP.

13. FURNISH AND INSTALL VIVDS DETECTION SYSTEM, COMPATIBLE MOUNTS, ALL CABLES (AS RECOMMENDED BY ECONOLITE), MODULES, AND ALL NECESSARY EQUIPMENT FOR A COMPLETE FUNCTIONAL VIVDS DETECTION

SYSTEM INCLUDING SOFTWARE AND ANY UPLOAD/DOWNLOAD PROGRAMMING DEVICE.

14. WORK IN THE CONTROLLER CABINET SHALL INCLUDE INSTALLING THE EQUIPMENT AND PERFORMING THE WORK

NECESSARY TO CONNECT AND OPERATE THE DETECTION SYSTEM AT THE INTERSECTION.

15. THE CONTRACTOR SHALL FOLLOW MANUFACTURER SPECIFICATIONS DETECTION SYSTEM INSTALLATION.

16. INSTALL A 5/8IN. (MINIMUM) EYE BOLT FOR THE POINT OF ATTACHMENT BELOW THE SERVICE ENTRANCE

WEATHERHEAD FOR THE SERVICE DROP (120/240 VOLT SERVICE) TO STEEL POLE.

17. GROUND STEEL MAST ARM POLE ASSEMBLIES IN ACCORDANCE WITH REQUIREMENTS SHOWN ON THE LATEST TXDOT TRAFFIC SIGNAL POLE FOUNDATION STANDARD. USE THE GROUNDING LUG ON THE POLE TO GROUND THE

POLE TO THE GROUND CONDUCTORS FROM THE CONDUITS.

18. VERIFY THE CORRECT MAST ARM POLE LENGTHS FOR THIS SIGNALIZED INTERSECTION PRIOR TO ORDERING THE

EQUIPMENT.

19. MBCO ENGINEERING, LLC WILL PROVIDE PHASING AND TIMINGS FOR PERMANENT TRAFFIC SIGNALS.

20. EXISTING STOP SIGNS AT THE INTERSECTION SHALL BE REMOVED AND DISPOSED OF PROPERLY.

21. ALL TRAFFIC SIGNAL POLE FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER OR REPRESENTATIVE

IN THE FIELD PRIOR TO DRILLING.

TRAFFIC SIGNAL GENERAL NOTES

GENERAL NOTES (1 OF 4)

NTS 4 of 60

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STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

FOR ROADWAY ILLUMINATION AND ELECTRICAL ITEMS, USE MATERIALS FROM PRE-QUALIFIED PRODUCERS AS SHOWN ON THE CONSTRUCTION DIVISION (CST) OF THE DEPARTMENT'S MATERIAL PRODUCERS LIST. CHECK THE LATEST LINK ON THE DEPARTMENT'S WEBSITE FOR THIS LIST. THE CATEGORY/ITEM IS “ROADWAY ILLUMINATION AND ELECTRICAL

SUPPLIES.” NO SUBSTITUTIONS WILL BE ALLOWED FOR MATERIALS FOUND ON THIS LIST.

PERFORM ELECTRICAL WORK IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND THE

DEPARTMENT'S STANDARD SHEETS.

THE CONTRACTOR MAY MAKE THE ELECTRICAL GROUNDING CONNECTIONS AND PERMISSIBLE SPLICES USING THE THERMAL FUSION PROCESS, CADWELD, THERMOWELD, OR APPROVED EQUAL, INSTEAD OF BOLTED CONNECTIONS

AND SPLICES.

THE CITY'S ELECTRICAL DIVISION PERSONNEL WILL ALSO INSPECT LIGHTING SYSTEMS WITHIN THE CITY LIMITS.

PORTIONS OF THE WORK FOUND TO BE DEFICIENT DURING THIS INSPECTION WILL NOT BE ACCEPTED.

GENERAL: ROADWAY ILLUMINATION AND ELECTRICAL

MARK STATIONS EVERY 100 FT. AND MAINTAIN THE MARKINGS FOR THE PROJECT DURATION. REMOVE THE STATION MARKINGS AT THE COMPLETION OF THE PROJECT. THIS WORK IS SUBSIDIARY TO THE VARIOUS BID ITEMS.

DO NOT MIX OR STORE MATERIALS, OR STORE OR REPAIR EQUIPMENT, ON TOP OF CONCRETE PAVEMENT OR BRIDGE DECKS UNLESS AUTHORIZED BY THE ENGINEER. PERMISSION WILL BE GRANTED TO STORE MATERIALS ON SURFACES

IF NO DAMAGE OR DISCOLORATION WILL RESULT.

PERSONAL VEHICLES OF EMPLOYEES ARE NOT PERMITTED TO PARK WITHIN THE RIGHT OF WAY, INCLUDING SECTIONS CLOSED TO PUBLIC TRAFFIC. EMPLOYEES MAY PARK ON THE RIGHT OF WAY AT THE CONTRACTOR'S OFFICE, EQUIPMENT, AND MATERIALS STORAGE YARD SITES.

ASSUME OWNERSHIP OF DEBRIS AND DISPOSE OF AT AN APPROVED LOCATION. DO NOT DISPOSE OF DEBRIS ON

PRIVATE PROPERTY UNLESS APPROVED IN WRITING BY THE ENGINEER.

CONTROL THE DUST CAUSED BY CONSTRUCTION OPERATIONS. FOR SWEEPING THE BASE MATERIAL IN PREPARATION FOR LAYING ASPHALT AND FOR SWEEPING THE FINISHED CONCRETE PAVEMENT, USE ONE OF THE FOLLOWING TYPES

OF SWEEPERS OR APPROVED EQUAL:

TRICYCLE TYPE - WAYNE SERIES 900, ELGIN WHITE WING, ELGIN PELICAN

TRUCK TYPE - 4 WHEEL - M-B CRUISER II, WAYNE MODEL 945, MOBILE TE-3, MOBILE TE-4, MURPHY 4042

GENERAL: SITE MANAGEMENT

SCHEDULE CONSTRUCTION OPERATIONS SUCH THAT PREPARING INDIVIDUAL ITEMS OF WORK FOLLOWS IN CLOSE SEQUENCE TO CONSTRUCTING STORM DRAINS IN ORDER TO PROVIDE AS LITTLE INCONVENIENCE AS PRACTICAL TO

THE BUSINESSES AND RESIDENTS ALONG THE PROJECT.

GENERAL: TRAFFIC CONTROL AND CONSTRUCTION

CONSIDER THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED IN THE PLANS AS APPROXIMATE AND EMPLOY RESPONSIBLE CARE TO AVOID DAMAGING UTILITY FACILITIES. DEPENDING UPON SCOPE AND MAGNITUDE OF PLANNED CONSTRUCTION ACTIVITIES, ADVANCED FIELD CONFIRMATION BY THE UTILITY OWNER OR OPERATOR MAY BE PRUDENT. WHERE POSSIBLE, PROTECT AND PRESERVE PERMANENT SIGNS, MARKERS, AND DESIGNATIONS OF

UNDERGROUND FACILITIES.

IF THE CONTRACTOR DAMAGES OR CAUSES DAMAGE (BREAKS, LEAKS, NICKS, DENTS, GOUGES, ETC.) TO THE UTILITY, CONTACT THE UTILITY FACILITY OWNER OR OPERATOR IMMEDIATELY.

NOTIFY THE ENGINEER AT LEAST 48 HOURS BEFORE CONSTRUCTING JUNCTION BOXES AT STORM DRAIN AND UTILITY

INTERSECTIONS.

INSTALL OR REMOVE POLES AND LUMINAIRES LOCATED NEAR OVERHEAD OR UNDERGROUND ELECTRICAL LINES USING ESTABLISHED INDUSTRY AND UTILITY SAFETY PRACTICES. CONSULT THE APPROPRIATE UTILITY COMPANY

BEFORE BEGINNING SUCH WORK.

IF OVERHEAD OR UNDERGROUND POWER LINES NEED TO BE DE-ENERGIZED, CONTACT THE ELECTRICAL SERVICE PROVIDER TO PERFORM THIS WORK. COSTS ASSOCIATED WITH DE-ENERGIZING THE POWER LINES OR OTHER

PROTECTIVE MEASURES REQUIRED ARE AT NO EXPENSE TO THE CITY OF ROSENBERG.

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CENTERPOINT ENERGY TO LOCATE ALL CENTERPOINT

ENERGY FACILITIES.

GENERAL: UTILITIES

THIS PROJECT DOES NOT REQUIRE A U.S. ARMY CORPS OF ENGINEERS (USACE) SECTION 404 PERMIT BEFORE LETTING, BUT IF A PERMIT IS NEEDED DURING CONSTRUCTION, ASSUME RESPONSIBILITY FOR PREPARING THE PERMIT APPLICATION. SUBMIT THE PERMIT APPLICATION TO THE ENGINEER FOR APPROVAL. ONCE THE PERMIT APPLICATION IS APPROVED, SUBMIT IT TO THE USACE. ASSUME RESPONSIBILITY FOR THE REQUESTED REVISIONS, IN

COORDINATION WITH THE ENGINEER.

MAINTAIN THE ROADWAY SLOPE STABILITY. MAINTAINING SLOPE STABILITY IS SUBSIDIARY TO THE VARIOUS BID ITEMS.

NO SIGNIFICANT TRAFFIC GENERATOR EVENTS HAVE BEEN IDENTIFIED.

ITEM 7: LEGAL RELATIONS AND RESPONSIBILITIES

INCLUDE THE COST FOR FURNISHING AND INSTALLING ANCHOR BOLTS MOUNTED IN THE DRILLED SHAFTS IN THE UNIT

BID PRICE FOR THE VARIOUS DIAMETER DRILLED SHAFTS.

HAND EXCAVATION OR HYDRO-EXCAVATION AROUND THE PROPOSED TRAFFIC SIGNAL DRILLED SHAFT FOUNDATION MAY REQUIRED TO LOCATE UNDERGROUND UTILITIES AND CONFLICTS PRIOR TO INSTALLING DRILLED SHAFTS. THIS

WORK IS CONSIDERED INCIDENTAL TO THE PROJECT BID ITEMS.

THE DEPARTMENT MAY TEST USING ULTRASONIC METHODS THE ANCHOR BOLTS FOR OVERHEAD SIGN SUPPORTS, LIGHT STANDARDS, AND TRAFFIC SIGNAL POLES AFTER THEY ARE INSTALLED. REPLACE FAULTY ANCHOR BOLTS AS

DIRECTED. DO NOT WELD THE ANCHOR BOLTS.

ITEM 416: DRILLED SHAFT FOUNDATIONS

GENERAL NOTES (2 OF 4)

5 of 60NTS

IF WORKING NEAR POWER LINES, COMPLY WITH THE APPROPRIATE SECTIONS OF TEXAS STATE LAW AND FEDERAL

REGULATIONS RELATING TO THE TYPE OF WORK INVOLVED.

PERFORM ELECTRICAL WORK IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND DEPARTMENT'S

STANDARD SHEETS.

BEFORE BEGINNING ANY UNDERGROUND WORK, NOTIFY THE CITY OF ROSENBERG'S, PUBLIC WORKS DEPARTMENT, TO ESTABLISH THE LOCATIONS OF ANY EXISTING ELECTRICAL SYSTEMS FOR LIGHTING FACILITIES WITHIN THE LIMITS OF

THIS PROJECT.

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STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

USE A TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE VARIOUS PHASES OF CONSTRUCTION.

FOLLOW THE PHASING SEQUENCE UNLESS OTHERWISE AGREED UPON BY THE CITY OF ROSENBERG ENGINEER AND THE PROJECT MANAGER. ENSURE THIS PLAN CONFORMS TO THE LATEST “TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” AND THE LATEST BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS. THE LATEST VERSIONS OF WORK ZONE STANDARD SHEETS WZ (BTS-1) AND WZ (BTS-2) ARE THE TRAFFIC CONTROL PLAN FOR THE

SIGNAL INSTALLATIONS.

SUBMIT CHANGES TO THE TRAFFIC CONTROL PLAN TO THE CITY OF ROSENBERG ENGINEER. PROVIDE A LAYOUT SHOWING THE CONSTRUCTION PHASING, SIGNS, STRIPING, AND SIGNALIZATIONS FOR CHANGES TO THE ORIGINAL

TRAFFIC CONTROL PLAN.

FURNISH AND MAINTAIN THE BARRICADES AND WARNING SIGNS, INCLUDING THE NECESSARY TEMPORARY AND PORTABLE TRAFFIC CONTROL DEVICES, DURING THE VARIOUS PHASES OF CONSTRUCTION. PLACE AND CONSTRUCT THESE BARRICADES AND WARNING SIGNS IN ACCORDANCE WITH THE LATEST “TEXAS MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES” FOR TYPICAL CONSTRUCTION LAYOUTS.

COVER WORK ZONE SIGNS WHEN WORK RELATED TO THE SIGNS IS NOT IN PROGRESS, OR WHEN ANY HAZARD

RELATED TO THE SIGNS NO LONGER EXISTS.

KEEP THE DELINEATION DEVICES, SIGNS, AND PAVEMENT MARKINGS CLEAN. THIS WORK IS SUBSIDIARY TO THE ITEM, “BARRICADES, SIGNS, AND TRAFFIC HANDLING.”

COVER OR REMOVE THE PERMANENT SIGNS AND CONSTRUCTION SIGNS THAT ARE INCORRECT OR THAT DO NOT

APPLY TO THE CURRENT SITUATION FOR A PARTICULAR PHASE.

USE TRAFFIC CONES FOR DAYTIME WORK ONLY. REPLACE THE CONES WITH PLASTIC DRUMS DURING NIGHTTIME

HOURS.

PLACE POSITIVE BARRIERS TO PROTECT DROP-OFF CONDITIONS GREATER THAN 2 FT. WITHIN THE CLEAR ZONE THAT

REMAIN OVERNIGHT.

DO NOT REDUCE THE EXISTING NUMBER OF LANES OPEN TO TRAFFIC EXCEPT AS SHOWN ON THE FOLLOWING TIME

SCHEDULE:

THE ABOVE TIMES ARE APPROVED FOR THE TRAFFIC CONTROL CONDITIONS LISTED. THE CITY OF ROSENBERG ENGINEER MAY APPROVE OTHER CLOSURE TIMES IF TRAFFIC COUNTS WARRANT. THE CITY OF ROSENBERG

ENGINEER MAY REDUCE THE ABOVE TIMES FOR SPECIAL EVENTS.

A MINIMUM OF 7 DAYS IN ADVANCE OF ANY TOTAL CLOSURE, PLACE A PORTABLE CHANGEABLE MESSAGE (PCM) SIGN AT THE LOCATION OF EACH TOTAL CLOSURE WHICH INFORMS THE TRAVELING PUBLIC OF THE DETAILS OF THE CLOSURE. ALTERNATELY, IF THE TRAFFIC CONTROL PLAN PROVIDES A POSITIVE BARRIER AT THE LOCATION, A NON-TRAILER MOUNTED STATIC MESSAGE BOARD SIGN BEHIND THE POSITIVE BARRIER MAY BE USED IN PLACE OF A

PCM.

ITEM 502: BARRICADES, SIGNS, AND TRAFFIC HANDLING

WHEN BACKFILLING BORE PITS, ENSURE THAT THE CONDUIT IS NOT DAMAGED DURING INSTALLATION OR DUE TO SETTLING BACKFILL MATERIAL. COMPACT SELECT BACKFILL IN 3 EQUAL LIFTS TO THE BOTTOM OF THE CONDUIT; OR IF USING SAND, PLACE IT 2 IN. ABOVE THE CONDUIT. ENSURE BACKFILL DENSITY IS EQUAL TO THAT OF THE EXISTING

SOIL. PREVENT MATERIAL FROM ENTERING THE CONDUIT.

CONSTRUCT BORE PITS A MINIMUM OF 5 FT. FROM THE EDGE OF THE BASE OR PAVEMENT. CLOSE THE BORE PIT

HOLES OVERNIGHT.

UNLESS OTHERWISE SHOWN ON THE PLANS, INSTALL UNDERGROUND CONDUIT A MINIMUM OF 24 IN. DEEP. INSTALL THE CONDUIT IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE (NEC) AND APPLICABLE DEPARTMENT STANDARD SHEETS. PLACE CONDUIT UNDER DRIVEWAYS OR ROADWAYS A MINIMUM OF 24 IN. BELOW THE PAVEMENT

SURFACE.

IF USING CASING TO PLACE BORED CONDUIT, THE CASING IS SUBSIDIARY TO THE CONDUIT.

IF PLACING THE CONDUIT UNDER EXISTING PAVEMENT TO REACH THE SERVICE POLES, BORE THE CONDUIT IN PLACE AND EXTEND IT A MINIMUM DISTANCE OF 5 FT. BEYOND THE EDGE OF SHOULDER OR THE BACK OF CURB.

WHERE PVC, DUCT CABLE, AND HDPE CONDUIT 1 IN. AND LARGER IS ALLOWED AND INSTALLED PER DEPARTMENT STANDARDS, PROVIDE A PVC ELBOW IN PLACE OF THE GALVANIZED RIGID METAL ELBOW REQUIRED BY THE ELECTRICAL DETAILS STANDARDS. ENSURE THE PVC ELBOW IS OF THE SAME SCHEDULE RATING AS THE CONDUIT TO WHICH IT IS CONNECTED. USE ONLY A FLAT, HIGH TENSILE STRENGTH POLYESTER FIBER PULL TAPE TO PULL

CONDUCTORS THROUGH THE PVC CONDUIT SYSTEM.

ITEM 618: CONDUIT

TEST EACH WIRE OF EACH CABLE OR CONDUCTOR AFTER INSTALLATION. INCOMPLETE CIRCUITS OR DAMAGE TO THE WIRE OR THE CABLE ARE CAUSE FOR IMMEDIATE REJECTION OF THE ENTIRE CABLE BEING TESTED. REMOVE AND REPLACE THE ENTIRE CABLE AT NO EXPENSE TO THE CITY OF ROSENBERG. ALSO TEST THE REPLACEMENT CABLE

AFTER INSTALLATION.

WHEN PULLING CABLES OR CONDUCTORS THROUGH THE CONDUIT, DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED PULLING TENSIONS. LUBRICATE THE CABLES OR CONDUCTORS WITH A LUBRICANT RECOMMENDED

BY THE CABLE MANUFACTURER.

ENSURE THAT CIRCUITS TEST CLEAR OF FAULTS, GROUNDS, AND OPEN CIRCUITS.

SPLIT BOLT CONNECTORS ARE ALLOWED ONLY FOR SPLICES ON THE GROUNDING CONDUCTORS.

FOR ROADSIDE FLASHING BEACON ASSEMBLIES (ITEM 685) AND PEDESTAL POLE ASSEMBLIES (ITEM 687) WITHIN THE PROJECT, PROVIDE SINGLE-POLE BREAKAWAY DISCONNECTS AS SHOWN ON THE CONSTRUCTION DIVISION (CST) MATERIAL PRODUCERS LIST. CHECK THE LATEST LINK ON THE DEPARTMENT'S WEBSITE FOR THIS LIST. THE CATEGORY IS “ROADWAY ILLUMINATION AND ELECTRICAL SUPPLIES.” THE FUSE HOLDER IS SHOWN ON THE LIST UNDER ITEM 685. FOR UNDERGROUND (HOT) CONDUCTORS, INSTALL A BREAKAWAY CONNECTOR WITH A DUMMY FUSE (SLUG). PROVIDE DUMMY FUSE (SLUG). FOR GROUNDED (NEUTRAL) CONDUCTORS, INSTALL A BREAKAWAY CONNECTOR WITH A WHITE COLORED MARKING AND A PERMANENTLY INSTALLED DUMMY FUSE (SLUG).

FOR ELECTRICAL LICENSING AND ELECTRICAL CERTIFICATION REQUIREMENTS FOR THIS PROJECT, SEE ITEM 7 OF THE

STANDARD SPECIFICATIONS AND ANY APPLICABLE SPECIAL PROVISIONS TO ITEM 7.

ITEM 620: ELECTRICAL CONDUCTORS

THE GROUND BOX LOCATIONS ARE APPROXIMATE. ALTERNATE GROUND BOX LOCATIONS MAY BE USED AS DIRECTED, TO AVOID PLACING IN SIDEWALKS OR DRIVEWAYS.

GROUND METAL GROUND BOX COVERS. BOND THE GROUND BOX COVER AND GROUND CONDUCTORS TO A GROUND

ROD LOCATED IN THE GROUND BOX AND TO THE SYSTEM GROUND.

GROUND THE EXISTING METAL GROUND BOX COVERS AS SHOWN ON THE LATEST STANDARD SHEET

ED (4)-14.

DURING CONSTRUCTION AND UNTIL PROJECT COMPLETION, PROVIDE PERSONNEL AND EQUIPMENT NECESSARY TO REMOVE GROUND BOX LIDS FOR INSPECTION. PROVIDE THIS ASSISTANCE WITHIN 24 HOURS OF NOTIFICATION.

CONSTRUCT CONCRETE APRONS IN ACCORDANCE WITH THE LATEST STANDARD SHEET ED (4)-14. MAKE THE DEPTH OF THE CONCRETE APRON THE SAME AS THE DEPTH OF THE GROUND BOX, EXCEPT FOR TYPE 1 AND TYPE 2 GROUND BOXES. FOR TYPE 1 OR TYPE 2 GROUND BOXES, CONSTRUCT THE CONCRETE APRON IN ACCORDANCE WITH DETAILS

SHOWN ON THE “GROUND BOX DETAILS INSTALLATIONS” STANDARD.

ITEM 624: GROUND BOXES

VERIFY AND COORDINATE THE ELECTRICAL SERVICE LOCATION WITH THE ENGINEERING SECTION OF THE

APPROPRIATE UTILITY DISTRICT OR COMPANY.

PROVIDE NUMERALS IN ACCORDANCE WITH CENTERPOINT REQUIREMENTS.

ITEM 628: ELECTRICAL SERVICES

GENERAL NOTES (3 OF 4)

6 of 60NTS

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3, 4- 4:

EER

STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

IF OTHER OPERATIONS ARE COMPLETE ON THE PROJECT AND IF THE CURING TIME PERIOD IS NOT YET ELAPSED, THE

CONTRACT TIME WILL BE SUSPENDED UNTIL THE CURING IS DONE.

BEFORE PLACING THE RAISED PAVEMENT MARKERS ON CONCRETE PAVEMENT, BLAST CLEAN THE SURFACE USING AN ABRASIVE-BLASTING MEDIUM. THIS WORK IS SUBSIDIARY TO THE ITEM, “RAISED PAVEMENT MARKERS.”

PROVIDE EPOXY ADHESIVE THAT IS MACHINE-MIXED OR NOZZLE-MIXED AND DISPENSED. EQUIP THE MACHINE OR

NOZZLE WITH A MECHANISM TO ENSURE POSITIVE MIX MEASUREMENT CONTROL.

ITEM 672: RAISED PAVEMENT MARKERS

CLEARLY MARK OR HIGHLIGHT ON THE SHOP DRAWINGS THE ITEMS BEING FURNISHED FOR THIS PROJECT.

FURNISH LABOR, TOOLS, EQUIPMENT, AND MATERIALS AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR A

COMPLETE AND OPERATING SIGNAL INSTALLATION.

FURNISH THE TYPE OF CONTROLLER CABINET SPECIFIED ON THE PLANS, PER CITY OF ROSENBERG APPROVED

EQUIPMENT LIST.

PROVIDE A FULL-TIME QUALIFIED TRAFFIC SIGNAL TECHNICIAN RESPONSIBLE FOR INSTALLING, MAINTAINING, OR

REPLACING TRAFFIC SIGNAL DEVICES.

MAKE ADJUSTMENTS IN PROJECT CONSTRUCTION, IF NEEDED, DUE TO CONFLICTS WITH UNDERGROUND UTILITIES.

DO NOT AIM THE LUMINAIRE ARMS MOUNTED ON TRAFFIC SIGNAL POLES INTO THE INTERSECTION. AIM EACH ARM PERPENDICULAR TO THE CENTERLINE OF THE ROADWAY IT IS INTENDED TO COVER, TO DEVELOP THE PROPER

ILLUMINATION PATTERN FOR THE INTERSECTION.

ALLOW THE ELECTRICAL WORK TO BE INSPECTED BY THE CITY. COMPLYING WITH THE PROVISIONS AND REQUIREMENTS OF THE CITY ELECTRICAL ORDINANCE IS NOT REQUIRED. SUCH INSPECTION DOES NOT MAKE THE

CITY A PARTY TO THIS CONTRACT.

PROVIDE CONTINUOUS CONDUCTORS WITHOUT SPLICES FROM SIGNAL CONTROLLER TO SIGNAL HEADS. ROUTE THE CONDUCTORS FOR LUMINAIRES TO THE SERVICE ENCLOSURE. SPLICES OR ATTACHMENTS TO THE TERMINAL BLOCK IN THE ACCESS COMPARTMENT OF THE MAST ARM POLE ARE NOT PERMITTED EXCEPT FOR THE LUMINAIRE CABLE.

ABRASIONS TO THE CONDUCTOR INSULATION CAUSED WHILE PULLING CABLE FOR THE TRAFFIC SIGNAL SYSTEM ARE CAUSE FOR IMMEDIATE REJECTION. REMOVE AND REPLACE THE ENTIRE DAMAGED CABLE AT NO EXPENSE TO THE

CITY OF ROSENBERG.

WHEN PULLING CABLES OR CONDUCTORS THROUGH CONDUIT, DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED PULLING TENSIONS. LUBRICATE THE CABLES OR CONDUCTORS WITH A LUBRICANT AS

RECOMMENDED BY THE CABLE MANUFACTURER.

BOND THE CONTROLLER HOUSING, SIGNAL POLES, CONDUIT, AND SPANS TO A MINIMUM NO. 6 AWG STRANDED COPPER CONDUCTOR. AN EQUIPMENT GROUNDING CONDUCTOR IS REQUIRED IN EVERY CONDUIT TO FORM A CONTINUOUS GROUNDING SYSTEM. EFFECTIVELY CONNECT THE GROUNDING SYSTEM TO GROUND RODS OR

CONCRETE ENCASED GROUNDING ELECTRODES AS INDICATED IN THE PLANS.

WRAP TRAFFIC AND PEDESTRIAN SIGNAL HEADS WITH DARK PLASTIC OR SUITABLE MATERIAL TO CONCEAL THE SIGNAL FACES FROM THE TIME OF INSTALLATION UNTIL PLACING INTO OPERATION. DO NOT USE BURLAP.

FURNISH SIGNAL HEADS FROM THE SAME MANUFACTURER, PER CITY OF ROSENBERG APPROVED EQUIPMENT LIST

USE TYPE C HIGH SPECIFIC INTENSITY GRADE SHEETING FOR SIGNS MOUNTED UNDER OR ADJACENT TO THE SIGNAL

HEADS.

FURNISH AND ATTACH COMPRESSION TYPE CONNECTORS. INSTALL THE CONNECTORS WITH A COMPRESSION MECHANICAL RELEASE HAND-CRIMPING TOOL TO EACH INDIVIDUAL CONDUCTOR BEFORE MAKING CONNECTIONS TO

THE TERMINAL STRIPS.

THE STANDARD 4.5-IN. GALVANIZED PIPE TYPE POLES, EXCEPT THE BREAKAWAY TYPE, ARE SUBJECT ONLY TO THE ENGINEER'S INSPECTION FOR THEIR ACCEPTANCE. MILL TEST REPORTS OR DOCUMENTATION WILL NOT BE REQUIRED.

ITEM 680: HIGHWAY TRAFFIC SIGNALS

INSTALL TWO SET SCREWS ON VEHICLE SIGNAL HEAD MOUNTING HARDWARE FITTINGS.

FURNISH BLACK HOUSINGS FOR VEHICLE AND PEDESTRIAN SIGNALS. ENSURE THE DOOR AND VISOR MATCH THE MAST ARM AND PEDESTRIAN POLE COLOR. FURNISH BLACK VEHICLE SIGNAL HEAD BACK PLATES.

ITEM 682: VEHICLE AND PEDESTRIAN SIGNAL HEADS

FOR A STEEL MAST ARM OR STEEL STRAIN POLE ASSEMBLY, HOLD THE ANCHOR BOLTS AND CONDUITS RIGIDLY IN

PLACE WITH A WELDED STEEL TEMPLATE.

USE A TEXAS CONE PENETROMETER READING OF 10. THE DRILLED SHAFT LENGTH IS FROM THE SURFACE ELEVATION TO THE BOTTOM OF THE DRILLED SHAFT. PROVIDE AN ADDITIONAL LENGTH OF THE POLE FOUNDATION FROM THE SURFACE LEVEL TO THE ROADWAY LEVEL, IF REQUIRED FOR UNUSUAL LOCATIONS. PROVIDE THE DRILLED SHAFT DEPTH REGARDLESS OF THE LENGTH OF THE POLE FOUNDATION. THE POLE FOUNDATION DEPTH FROM THE SURFACE

LEVEL TO THE ROADWAY LEVEL IS A MAXIMUM OF 4 FT., OR AS APPROVED.

LOCATE MAST ARM POLE ASSEMBLIES A MINIMUM OF 4 FT. FROM THE ROADWAY CURB OR PAVEMENT EDGE.

AFTER THE TRAFFIC SIGNAL POLE ASSEMBLY IS PLUMB AND THE NUTS ARE TIGHT, TACK-WELD EACH ANCHOR BOLT NUT IN TWO PLACES TO ITS WASHER. TACK-WELD EACH WASHER TO THE BASE PLATE IN TWO PLACES. DO NOT WELD COMPONENTS TO THE BOLT. PERFORM TACK-WELDING IN ACCORDANCE WITH THE ITEM, “STEEL STRUCTURES.”

AFTER TACK-WELDING, REPAIR GALVANIZING DAMAGE ON BOLTS, NUTS, AND WASHERS IN ACCORDANCE WITH

SECTION 445.3.5, “REPAIRS.”

THE DEPARTMENT MAY TEST THE ANCHOR BOLTS USING ULTRASONIC METHODS FOR TRAFFIC SIGNAL POLES AFTER THEY ARE INSTALLED. REPLACE FAULTY ANCHOR BOLTS AS DIRECTED. DO NOT WELD THE ANCHOR BOLTS.

FURNISH BLACK POWDER COATED TRAFFIC SIGNAL POLES. APPLY POWDER COATED FINISH OVER THE GALVANIZED SURFACE. PREPARE GALVANIZED SURFACES FOR POWDER COATING IN ACCORDANCE WITH THE POWDER COATING MANUFACTURER'S RECOMMENDATIONS. DO NOT WATER-QUENCH OR CHROMATE-QUENCH GALVANIZED SURFACES TO BE POWDER COATED. AFTER PREPARING GALVANIZED SURFACES, POWDER COAT WITH A MINIMUM OF 2.0 MILS DRY FILM THICKNESS (DFT) OF URETHANE POWDER OR TRIGLYCIDYL ISOCYANURATE (TGIC) POLYESTER POWDER.

PROVIDE POWDER COAT ADHESION MEETING THE 5A OR 5B CLASSIFICATIONS OF ASTM D3359. ENSURE POWDER

COATING IS UNIFORM IN APPEARANCE AND FREE OF SCRATCHES.

ITEM 686: TRAFFIC SIGNAL POLE ASSEMBLIES

FURNISH BLACK POWDER COATED PEDESTAL POLE ASSEMBLIES. APPLY POWDER COATED FINISH OVER THE GALVANIZED SURFACE. PREPARE GALVANIZED SURFACES FOR POWDER COATING IN ACCORDANCE WITH THE POWDER COATING MANUFACTURER'S RECOMMENDATIONS. DO NOT WATER-QUENCH OR CHROMATE-QUENCH GALVANIZED SURFACES TO BE POWDER COATED. AFTER PREPARING GALVANIZED SURFACES, POWDER COAT WITH A MINIMUM OF 2.0 MILS DRY FILM THICKNESS (DFT) OF URETHANE POWDER OR TRIGLYCIDYL ISOCYANURATE (TGIC) POLYESTER POWDER. PROVIDE POWDER COAT ADHESION MEETING THE 5A OR 5B CLASSIFICATIONS OF ASTM D3359.

ENSURE POWDER COATING IS UNIFORM IN APPEARANCE AND FREE OF SCRATCHES.

ITEM 687: PEDESTAL POLE ASSEMBLIES

GENERAL NOTES (4 OF 4)

7 of 60NTS

48" STM

15' UTILITY EASEMENT

25' BUILDING LINE

20' UTILITY EASEMENT

15' U

TILITY EASEM

T/15' BU

ILD

LIN

20' UTILITY EASEMENT

25' BUILDING LINE

15' BU

ILD

LIN

25' BUILDING LINE

10'x20' STM. S.E.

W M

MCTC C

48" STM

48" STM D

" S

AT&T/SWBT BURIED CABLE

AT&T/SWBT BURIED CABLEU/G WATERLINE

U/G GAS LINE

U /G

AS LIN

U /G

ATER

LIN

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STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

EXISTING CONDITIONS LAYOUT

8 of 601"=60'

SCALE IN FEET

4020 80

BB INLET

CABLE MARKER

DAS

FIRE HYDRANT

GUY ANCHOR

C HAND HOLE COMM

ICV

IRF

C JBT

ONLY

PMCA

PME

PMFO

PMG

PMTE

PMWW

POWER POLE

T POWER POLE TRANS

S SANITARY MANHOLE

SIGN

SMALL LIGHT POLE

D STORM MANHOLE

T TELE PED

TRANSFORMER

TRAVERSE

TREE

WM WATER METER

WATER VALVE

FLOODPLAIN NOTE:

THIS TRACT LIES IN ZONE "X" (UNSHADED), DESIGNATED AS “AREAS

DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN",

AS PER THE NATIONAL FLOOD INSURANCE PROGRAM FIRM COMMUNITY

PANEL NUMBER 48157C0245L, LATEST AVAILABLE PUBLISHED REVISION

DATED APRIL 2, 2014.

BENCHMARK NOTE:

VERTICAL DATUM REFERENCED HEREON IS BASED ON NAVD 1988, GEOID

2018.

SITE BENCHMARK NOTE:

FORT BEND COUNTY MARKER 224 IS A BRONZE DISK IN CONCRETE,

LOCATED NORTHWEST CORNER OF LOT 1. BLOCK2, AT THE

INTERSECTION OF HONEYSUCKLE VINE DRIVE AND RIVER DELTA LANE.

4.4' FROM BACK OF CURB OF HONEYSCUKLE VINE DRIVE, RIVER'S MIST

SUBDIVSION, SECTION 1, RECORDED UNDER PLAT NUMBER 20060288

FORT BEND COUNTY PLAT RECORDS.

KEY MAP 605V.

ELEV. 86.496 FEET (NAVD88), 2001 ADJ.

LEGEND

SIGN LEGEND

STOP

R1-1

48" STM

EXP JT

A D

COMMERCIAL DR

R.O.W.

R .O

. EXP JT

EXP JT

EXP JT EXP JT

EXP JT

EXP JT EXP JT

24" STOP BAR

UG WATERLINE U/G COM

(BY OTHERS)

U/G COM

(BY OTHERS)

U/G GAS LINE

30" STM 48" STM

24" STM

UG WATERLINE

U/G GAS LINE

TRUCKS

R5-2A

PARKING

R8-3KT

TRUCK

SOUTH WEST FRWY FRONTAGE ROAD

AutoCAD SHX Text

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AutoCAD SHX Text 4/3/24

ONLY

11+00 12+00 13+00 14+00 15+00 16+00 16+34

W M

MCTC C

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EER

STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

1"=40'

SCALE IN FEET

4020 80

LEGEND

PROP TRAFFIC SIGNAL POLE

PROP VEHICLE SIGNAL HEAD

PROP PEDESTRIAN SIGNAL HEAD

PROP PEDESTRIAN PUSH BUTTON

PROP PEDESTRIAN POLE

PROP PULL BOX

PROP GROUND BOX

PROP VIVDS

PROP CONDUIT

PROP BORE & JACK

POSTED SPEED LIMIT:

PLAZA DRIVE: 30 MPH

COMMERCIAL DRIVE: 30 MPH

POLE 5

POLE 1 POLE 2

PROP LUMINAIRE

PROP CONTROLLER CABINET

PROP SERVICE POLE W/ METER

PROP RUN NUMBER

SIGNAL DESIGNATION

OVERHEAD SIGN DESIGNATION

A D

COMMERCIAL DR

R.O.W.

R .O

POLE 4

36 LF MAST ARM

POLE 1

32 LF MAST ARM

POLE 6

32 LF MAST ARM

POLE 7

55 LF MAST ARM

POLE 2

POLE 5

PROP 10'

ESMT.

PROP 10'

ESMT.

TRAFFIC SIGNAL LAYOUT

SOUTH WEST FRWY FRONTAGE ROAD

POLE 3

POLE 6

POLE 3

POLE 8

Pb4

Pb3

Pb6

Pb5

Pb1

W1 Pb2

Pb8

Pb7 W8

E F G

90'100'

90'100' 90'

90' 100'

100'

Ø8

Ø3

Ø4

Ø7

14 15

SERVICE POLE 8

PROP 5'

ESMT

PROP 10'

ESMT

NOTES:

1. THE CONTRACTOR SHALL LOCATE/EXPOSE ALL UTILITIES THAT MAY

BE IN CONFLICT WITH SIGNAL POLE LOCATIONS BY HAND

EXCAVATION PRIOR TO CONSTRUCTION. IF UTILITIES ARE IN

CONFLICT THE ENGINEER SHALL BE CONTACTED TO FIND AN

ALTERNATE LOCATION FOR THE SIGNAL POLES.

2. IT IS THE CONTRACTORS RESPONSIBILITIES TO LOCATE ALL

SPRINKLERS SYSTEMS, CONTROLS AND WIRES PRIOR TO

CONSTRUCTION. IF DAMAGED DURING CONSTRUCTION, ALL

EXPENSE FOR REPAIR OF ANY OF THESE SHALL BE BORNE BY THE

CONTRACTOR. THERE WILL BE NO ADDITIONAL COMPENSATION.

ANY REPAIRS SHALL BE APPROVED BY THE CITY OF ROSENBERG

OR THE DEVELOPER .

3. HOME DEPOT EXIT/ENTRANCE TO REMAIN OPEN AT ALL TIMES.

CONTRACTOR SHALL SUBMIT TEMPORARY TCP PLAN TO ENGINEER

FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION AT THIS

LOCATION.

4. NO WEEKEND LANE CLOSURES. ANY LANE CLOSURES TO BE DONE

AT NIGHT.

CAUTION: EXISTING UTILITIES IN

AREA. CONTRACTOR SHALL EXPOSE ALL

UTILITIES PRIOR TO DRILLING FOR SIGNAL

FOUNDATIONS. TYP ALL SIGNAL POLES.

EXIST POWER POLE TO BE

RELOCATED BY CENTERPOINT

ENERGY

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STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

TRAFFIC SIGNAL LAYOUT DETAILS

10 of 60NTS

Y GR

1 WAY, 3-SECTION

12" LENS HORIZONTAL

LED SIGNAL HEAD

PROPOSED SIGNALS HEAD SCHEDULE

SIGNAL FACE DESIGNATION

R10-3eR 9"X15"

(Pb2,Pb4,Pb6,Pb8)

W1, W2, W3, W4, W5, W6, W7, W8

R10-3eL 9"X15"

(Pb1,Pb3,Pb5,Pb7)

R Y GY

1 WAY, 4-SECTION

12" LENS HORIZONTAL

LED SIGNAL HEAD

DES.

PROPOSED SIGNS SCHEDULE

SIGN DESIGN

COMMERCIAL DRIVE

03 07

PLAZA DRIVE

PHASE IN

RING 1

PHASE IN

RING 2

PHASING DIAGRAM

COUNT DOWN

PEDESTRIAN

LAMP

16"x18"

L E FT T U R N

Y I E L D

O N F LAS H I N G

Y E L L OW

AR R OW

R10-17T 36"X42"

DES.

PROPOSED SIGNS SCHEDULE

SIGN DESIGN

A B D

F G

4.5 67.5

6 5.5 4.5

5 7

1.5" Radius, 1.0" Border, White on Green;

[Commercial] ClearviewHwy-3-W; [Dr] ClearviewHwy-3-W;

Table of letter and object lefts.

C 4.5 o 11.6 m 19.3 m 29.9 e 40.2 r 47.5 c 52.3 i 58.8 a 62.3 l 69.7

D 78.0 r 81.9

4.7 29.1

6 5.5 4.7

5 7

1.5" Radius, 1.0" Border, White on Green;

[Plaza] ClearviewHwy-3-W; [Dr] ClearviewHwy-3-W;

Table of letter and object lefts.

P 4.7 l 11.9 a 15.6 z 22.6 a 28.4

D 39.8 r 43.7

C E H

N/A

W M

MCTC C

D D

W M

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L IC E NS EDPROFES S IO NA L E NGIN

EER

STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

PAVING IMPROVEMENTS LAYOUT

11 of 601"=40'

SCALE IN FEET

4020 80

DETAIL 3

1"=20'

DETAIL 4

1"=20'

A D

COMMERCIAL DR

R.O.W.

R .O

DETAIL 1

1"=20' DETAIL 2

1"=20'

PROP TY 7

CURB RAMP

SEE DETAIL 2

PROP TY 7

CURB RAMP

SEE DETAIL 1

PROP TY 5

CURB RAMP

SEE DETAIL 3

PROP TY 5

CURB RAMP

SEE DETAIL 4

1:12

MAX

1:12

MAX

LANDING

1:50 MAX

TRUNCATED

DOMES

TRUNCATED

DOMES

TRUNCATED

DOMES

TRUNCATED

DOMES1:12

MAX

1:12

MAX

LANDING

1:50 MAX

LANDING

1:50 MAX

LANDING

1:50 MAX

REMOVE 5 LF

CONC CURB (TY II)

REMOVE 5 LF

CONC CURB (TY II)

REMOVE 5 LF

CONC CURB (TY II)

REMOVE 5 LF

CONC CURB (TY II)

TRUNCATED

DOMES TRUNCATED

DOMES

REMOVE 20 LF

CONC CURB (TY II)

REMOVE 20 LF

CONC CURB (TY II)

1:50

MAX

1:50

MAX

SOUTH WEST FRWY FRONTAGE ROAD

PROP

SIDEWALK

PROP

SIDEWALKA

B C

NOTES:

1. CITY OF ROSENBERG TO REMOVE & RELOCATE EXISTING IRRIGATION

SYSTEM.

2. CITY OF ROSENBERG TO REMOVE THESE TWO TREES AND

RELOCATE AS REQUIRED.

3. CONTRACTOR TO RELOCATE EXISTING SIGNS AS NECESSARY.

42'

11'

EXIST SIGN TO

BE REMOVED

SEE NOTE 3.

EXIST SIGN TO

BE REMOVED

EXIST SIGN TO

BE REMOVED

EXIST SIGN

TO REMOVED

10'

12'

16'

42'

PROP SAWCUT

18'

R4'

R90'

R500'

EXIST IRON ROD

TO BE DESTROYED

SEE NOTE 3.

12'

CITY OF ROSENBERG TO CONSTRUCT LEFT

TURN LANE ALONG PLAZA DRIVE PRIOR TO

SIGNAL INSTALLATION. CITY TO RELOCATE

TREES AND IRRIGATION SYSTEM AS REQUIRED

(SEE NOTES 1 & 2 , THIS SHEET). CONTRACTOR

TO CONSTRUCT RAMPS AND SIDEWALK

RELATED TO THE PROP TRAFFIC SIGNAL.

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EER

STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

SCALE IN FEET

4020 80

A D

COMMERCIAL DR

R.O.W.

R .O

LEGEND

REFL PAV MRK TY II-A-A

REFL PAV MRK TY I (W) (8") (SLD)(100MIL)

REFL PAV MRK TY I (W) (24") (SLD)(100MIL)

NOTES

1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH TxDOT STANDARD DETAILS

AND SPECIFICATIONS.

2. ALL STRIPING FOR STOP BARS, CROSSWALKS, AND LANE LINES SHALL BE TY I (THERMOPLASTIC).

3. EXISTING STRIPING IN CONFLICT WITH PROPOSED STRIPING SHALL BE REMOVED IN ACCORDANCE WITH TxDOT SPECIFICATIONS.

4. ALL CONSTRUCTION SIGNS AND BARRICADES SHALL CONFORM TO THE "TEXAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES", LATEST REVISION AND HCED STANDARD DETAILS.

5. PROPOSED SIGNS TO BE BAGGED UNTIL TRAFFIC SIGNAL IS OPERATIONAL.

6. NO WEEKEND LANE CLOSURES. ANY LANE CLOSURES TO BE DONE AT NIGHT.

REFL PAV MRK TY I (W) (ARROW)(100MIL)E

REFL PAV MRK TY I (W) (WORD)(100MIL)F

REFL PAV MRK TY II (Y) (MED-NOSE)G

REFL PAV MRK TY II-C-RH

REFL PAV MRK TY I-CI

REFL PAV MRK TY I (W) (6") (BRK)(100MIL)

PAVEMENT MARKING LAYOUT

12 of 601"=40'

R .O

I C

REFL PAV MRK TY I (Y) (24") (SLD)(100MIL)J

D D

REFL PAV MRK TY I (Y) (6") (SLD)(100MIL)K

SOUTH WEST FRWY FRONTAGE ROAD

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3, 4- 4:

EER

STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

CITY OF ROSENBERG STANDARD

DETAIL

NTS 59 of 60

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ITY

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3, 4- 4:

EER

STATE OF TEXAS

BONNIE C. MOSS

Drawn:

Sheet:

NAMEDATEREVISIONSNO. TRAFFIC SIGNAL INSTALLATION TO SERVE

PLAZA DRIVE AT COMMERCIAL DRIVE

Date:

Checked: Scale:

Job No.:

SJ 1-0127-2301

1505 Highway 6 South, Suite 180 Houston, Texas 77077 281.760.1656 MBCOEngineering.com

SBE/WBE/DBE/HUB

TBPELS Engineering Firm No. F-16850 Land Surveying Firm No. 10194810

April 2024

CITY OF ROSENBERG STANDARD

DETAILS

NTS 60 of 60

Sheets and Views

1 COVER SHEET

2 INDEX SHEET

3 SUMMARY OF QUANTITIES

4 GENERAL NOTES (1 OF 4)

5 GENERAL NOTES (2 OF 4)

6 GENERAL NOTES (3 OF 4)

7 GENERAL NOTES (4 OF 4)

8 EXISTING CONDITIONS LAYOUT

9 TRAFFIC SIGNAL LAYOUT

10 TRAFFIC SIGNAL LAYOUT DETAILS

11 PAVING IMPROVEMENTS LAYOUT

12 PAVEMENT MARKING LAYOUT

59 CITY OF ROSENBERG STANDARD DETAILS

60 CITY OF ROSENBERG STANDARD DETAILS

File details come from the government source that posted it. Updated Jul 2, 2025.