ESBD_File_352743_24-17 - PLANS - Public Improvements for the Porter Heights Community.pdf

P:/Forms/Disclaimer Forms/Specs Download Request

Montgomery County Specification Download Acknowledgement

Invitation to Bid

Public Improvements for the Project # 24-17 Porter Heights Community PLANS

Precinct 4

VENDORS MUST IMMEDIATELY RETURN THIS FORM BY EMAIL: purchasing@mctx.org

Vendor Responsibilities o Vendors must download and complete any addenda o Vendors must submit responses in accordance with requirements stated on cover of document o Vendor must submit 1295 form with Bid/Proposal

Detailed information regarding 1295 can be found under item 49 in the attached Terms and Conditions.

Texas Ethics Commission website for 1295:

https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm

For completing the 1295:

Contract ID: 5151 Description: Project #24-17

Montgomery County will not be responsible for inaccurate or incomplete specifications and/or addenda pertaining to any bid/proposal that is received electronically.

Legal Name of Contracting Company

Contact Person

Complete Mailing Address

Telephone Number Email Address

Signature Date mailto:purchasing@mctx.org https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm

MONTGOMERY COUNTY PRECINCT 4

VICINITY MAP

KEY MAP NO 254L, M, Q

COUNTY PRECINCT 4

LOCATION MAP

PROJECT

LOCATION

PROJECT

LOCATION

M O N

TGOMERY CO

UN

T Y

T H E S

TA

TE OF TE

X A S

PUBLIC IMPROVEMENTS FOR THE

PORTER HEIGHTS COMMUNITY

NOT TO SCALE

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R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com brianc.clark Typewritten Text

COUNTY ENGINEER DATE

brianc.clark Line brianc.clark Rectangle

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

MONTGOMERY COUNTY ENGINEERING DEPARTMENT GENERAL NOTES

I. GENERAL

1. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT THE PROJECT SITE, CONTRACTOR

PROPERTY EQUIPMENT, AND WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS OF CONSTRUCTION DIRT AND DEBRIS AT CLOSE OF EACH

WORK DAY.

4. THE CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF THE JOB SHALL BE AS GOOD AS OR

BETTER THAN PRIOR TO STARTING WORK.

5. PRIOR TO CONSTRUCTION, THE CONTRACTOR, ALONG WITH CONCURRENCE FROM THE FIELD ENGINEER, SHALL

DETERMINE HIS/HER LAY-DOWN AND/OR STAGING AREA LOCATIONS.

6. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 24 HOURS PRIOR TO BLOCKING DRIVEWAYS

OR ENTERING UTILITY EASEMENTS.

7. TRAFFIC INGRESS AND EGRESS FOR DRIVEWAYS AND PEDESTRIAN ACCESS FACILITIES SHALL BE MAINTAINED

THROUGHOUT CONSTRUCTION.

8. THE CONTRACTOR SHALL REMOVE ANY FENCES, POSTS, PLANTERS, PERMANENT TRASH CONTAINERS, CULVERTS, ETC.

OR SECTIONS THEREOF, THAT ENCROACH WITHIN THE COUNTY'S RIGHT-OF-WAY. NOTE: CONTRACTOR RESPONSIBLE TO MAKE CONTACT WITH PROPERTY OWNERS IF ANYTHING WITHIN ROW NEEDS TO BE RELOCATED. ANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS LOCATED OUTSIDE OF THE COUNTY'S RIGHT-OF-WAY, SHALL BE REPLACED WITH LIKE-KIND OR BETTER AT THE CONTRACTOR'S EXPENSE. ALSO, IF THESE ITEMS ARE LOCATED WITHIN THE PROJECT RIGHT-OF-WAY AND ARE DESIGNATED TO REMAIN, ANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS, SHALL BE REPLACED WITH THE LIKE-KIND OR BETTER AT THE CONTRACTOR'S EXPENSE. TREES, BUSHES, SHRUBBERY, AND OTHER DAMAGED PLANTINGS DESIGNATED TO REMAIN SHALL BE REPLACED WITHIN 72 HOURS OF

REMOVAL AND TO BE WATERED THOROUGHLY. NO SEPARATE PAY.

9. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL BE PROTECTED FROM DAMAGE BY TRACKED

EQUIPMENT.

10. IRON RODS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A REGISTERED PUBLIC LAND SURVEYOR

FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY.

11. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR. TWO COPIES OF STAKING NOTES TO BE PROVIDED

TO THE ENGINEER PRIOR TO CONSTRUCTION.

12. THE CONTRACTOR SHALL MAINTAIN UPDATED RED-LINED RECORD DRAWINGS ON SITE FOR INSPECTION BY THE

ENGINEER.

13. MOWING, MAINTENANCE, AND CLEANUP OF THE PROJECT SHALL MEET THE REQUIREMENT OF TXDOT SPECIFICATION ITEM 700 (NO SEPARATE PAY). MOWING, MAINTENANCE, AND CLEAN-UP IS REQUIRED FOR THE PROJECT LIMITS AND DURATION, REGARDLESS OF THE CONTRACTOR'S SCOPE OF ACTIVITIES WITHIN THE PROJECT LIMITS.

14. THE REMOVAL OF ANY ABANDONED UTILITIES REQUIRED TO COMPLETE THE WORK SHALL BE INCIDENTAL AND NO

SEPARATE PAYMENT SHALL BE MADE.

15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILE NECESSARY MATERIAL ON-SITE OR SECURED OFF-SITE AT NO ADDITIONAL EXPENSE TO MONTGOMERY COUNTY. ANY SUITABLE EXCAVATED MATERIAL ON THE PROJECT WHICH IS AVAILABLE AT THE TIME OF NEED; WHETHER FROM STORM SEWER, ROADWAY, AND/OR CHANNEL EXCAVATION, SHALL

BE USED BEFORE BORROW IS BROUGHT ON-SITE.

16. MANHOLES, JUNCTION BOXES, INLETS, AND RISERS ARE TO BE PRE-CAST OR CAST IN PLACE.

17. REMOVAL OF TREES CALLED ON THE PLANS WILL CONSIST OF CUTTING THE TRUNK TO THE SURROUNDING NATURAL

GROUND ELEVATION. DO NOT REMOVE OR DISTURB THE ROOT BALL.

II. TRAFFIC CONTROL PLANS

1. THE CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE

MOST RECENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE APPROVED TRAFFIC CONTROL

PLAN.

2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION DURING WORKING HOURS EXCEPT DURING FLAGGING OPERATIONS OR PROVIDE DETOURS AROUND THE CONSTRUCTION SITE AND PROVIDE PUBLIC

NOTIFICATION.

3. LANE CLOSURES SHALL BE DURING OFF-PEAK HOURS ONLY (MONDAY THROUGH FRIDAY 9 A.M. TO 4 P.M.) UNIFORMED PEACE OFFICERS OR FLAGGERS, IN RADIO CONTACT, ARE REQUIRED TO DIRECT TRAFFIC DURING LANE CLOSURES.

4. DETOURS REQUIRE PRIOR APPROVAL OF THE FIELD ENGINEER AND PRECINCT. DETOUR PLANS, IF ALLOWED, MUST INCLUDE APPROPRIATE DETOUR SIGNAGE, PUBLIC NOTICE VIA SIGNAGE TWO WEEKS IN ADVANCE STATING THE DATES OF THE AGREED UPON DATE OF CLOSURE AND DATE THE ROAD CONTRACTOR TO USE (WITH PRIOR APPROVAL OF THE FIELD ENGINEER) HIGH EARLY STRENGTH CONCRETE AND OTHER WILL RE-OPEN TO TRAFFIC. RELATED CONSTRUCTION METHODS TO MINIMIZE THE DURATION OF THE DETOUR AND TO ENSURE THAT THE ROADWAY IS OPEN ON, OR PRIOR TO, THE AGREED UPON DATE.

5. ONE DAY PRIOR TO THE IMPLEMENTATION OF A TRAFFIC CONTROL PLAN PHASE OR STEP, OR THE IMPLEMENTATION OF AN ADDITIONAL, REVISED, OR NEW TRAFFIC CONTROL ELEMENT, THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO GIVE A DETAILED DESCRIPTION OF THE CONTRACTOR'S PLAN AND PREPARATIONS. THE CONTRACTOR SHALL OBTAIN WRITTEN CONCURRENCE FROM THE ENGINEER THAT ADEQUATE PROJECT PROGRESS HAS BEEN ACHIEVED AND THAT ADEQUATE PREPARATIONS ARE IN PLACE PRIOR TO SWITCHING TRAFFIC. IF, IN THE OPINION OF THE ENGINEER, REQUIRED PROGRESS AND ADEQUATE PREPARATIONS ARE NOT COMPLETE, THE CONTRACTOR SHALL NOT IMPLEMENT THE NEXT PHASE, STEP, OR ELEMENT OF TRAFFIC CONTROL UNTIL INCOMPLETE CONSTRUCTION ITEMS OR PREPARATIONS ARE COMPLETED. TIME EXTENSIONS WILL NOT BE GRANTED FOR DELAYS CAUSED BY THE INCOMPLETE CONSTRUCTION ITEMS OR INADEQUATE

CONTRACTOR PREPARATIONS REQUIRED TO IMPLEMENT TRAFFIC CONTROL.

6. TRAFFIC CONTROL PER THE CONTRACT IS REQUIRED FOR THE ENTIRE DURATION OF THE PROJECT, INCLUDING THE PUNCHLIST PERIOD. PAYMENT FOR TRAFFIC CONTROL THAT IS PROPERLY INSTALLED FOR LESS THAN A FULL MONTH SHALL BE BASED ON A PERCENTAGE BASIS OF THE TIME INSTALLED. TRAFFIC CONTROL PAYMENTS TO THE CONTRACTOR SHALL END 10 DAYS AFTER SUBSTANTIAL COMPLETION, ALTHOUGH PROPER TRAFFIC CONTROL MUST BE MAINTAINED

UNTIL PUNCHLIST COMPLETION.

7. THE PURPOSE OF THE CONSTRUCTION SEQUENCE AND TRAFFIC HANDLING OUTLINED HEREIN IS TO DOCUMENT A VIABLE TCP THAT CAN BE UTILIZED TO CONSTRUCT THE PROJECT. IT IS THE BASIS OF ESTIMATION FOR THE TRAFFIC CONTROL BID ITEMS, AND IS NOT TO BE UTILIZED AND IMPLEMENTED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT TCP, HE/SHE SHALL PREPARE AND SUBMIT THE ALTERNATE TCP TO THE COUNTY FOR APPROVAL NO LESS THAN 10 WORKING DAYS PRIOR TO THE PROPOSED IMPLEMENTATION DATE. THE TCP SHALL BE DRAWN TO SCALE AND SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS. UPON APPROVAL BY MONTGOMERY COUNTY, THE ALTERNATE PLAN SHALL BECOME THE BASIS FOR A “CHANGE IN CONTRACT” TO REVISE THE TRAFFIC CONTROL BID ITEMS ACCORDINGLY AND BECOME PART OF THE CONTRACT

DOCUMENTS.

III. STORM WATER QUALITY

1. THIS PROJECT DISTURBS 21.80 ACRES; THEREFORE COVERAGE IS REQUIRED UNDER THE TPDES GENERAL PERMIT

TXR150000 WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION, INSPECTION, AND MAINTENANCE OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH FEDERAL, REGULATIONS. THE COSTS TO IMPLEMENT,INSPECT,AND MAINTAIN THE

SWPPP SHALL BE CONSIDERED INCIDENTAL TO THE SWPPP

2. SINCE THIS PROJECT DISTURBS GREATER THAN 5 ACRES, A NOTICE OF INTENT (NOI) IS REQUIRED TO BE SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) AT LEAST 7 DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITIES. THIS TWO NOIS, ONE WITH THE CONTRACTOR'S SIGNATURE AND ONE WITH MONTGOMERY COUNTY'S SIGNATURE.EACH NOI IS SUBJECT APPLICATION FEE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BOTH NOI APPLICATION FEES. THE CONTRACTOR HAS OPTION TO SUBMIT THE CONTRACTOR'S NOI FORM AND FEE ELECTRONICALLY TO THE TCEQ (IF SUBMITTED ELECTRONICALLY, THEN THE CONTRACTOR OF THE ELECTRONIC SUBMITTAL TO MONTGOMERY COUNTY AT THE PRECONSTRUCTION MEETING).THE CONTRACTOR SHALL PROVIDE AMOUNT OF $325 FOR

MONTGOMERY COUNTY'S NOI APPLICATION FEE MADE PAYABLE TO TCEQ.

3. CONTRACTOR.THE CONTRACTOR SHALL LAMINATE AND POST THE TWO NOIS, TWO CSNS AND ANY'S SECONDARY OPERATOR'S CSNS SITE AT A LOCATION WITH EASY ACCESS TO THE PUBLIC FOR CLEAR VIEWING AND AS APPROVED BY THE ENGINEER. THE COST OF LAMINATION AND POSTING OF THE NOIs & CSNs SHALL BE CONSIDERED INCIDENTAL TO THE

SWPPP BID ITEMS.

4. UPON COMPLETION OF CONSTRUCTION ACTIVITIES AND FINAL STABILIZATION OF THE SITE, AS DEFINED BY THE TPDES GENERAL PERMIT, A NOTICE OF TERMINATION (NOT) IS REQUIRED TO BE SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). --THIS PROJECT SHALL HAVE TWO NOTS, ONE WITH THE CONTRACTOR'S SIGNATURE AND ONE WITH MONTGOMERY COUNTY'S SIGNATURE. WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PROVIDE TO MONTGOMERY COUNTY A SIGNED COPY OF THE CONTRACTOR'S NOTICE OF TERMINATION (NOT).

5. A RAIN GAUGE SHALL BE KEPT ON THE PROJECT SITE OR WITHIN THE IMMEDIATE PROJECT VICINITY. RECORDS OF RAINFALL KEPT BY THE CONTRACTOR TO ASSIST WITH DETERMINING IF AN SWPPP SITE INSPECTION IS REQUIRED.THE

COSTS FOR THE CONSIDERED INCIDENTAL TO THE SWPPP BID ITEMS.

6. THE SWPPP, INSPECTION & MAINTENANCE REPORTS, CERTIFICATIONS, RAINFALL RECORDS, MAJOR GRADING DATE RECORDS AND TEMPORARY AND PERMANENT STABILIZATION DATE RECORDS SHALL BE KEPT CURRENT BY THE CONTRACTOR AND IN ACCORDANCE WITH STATE AND LOCALREGULATIONS. COPIES OF THE ALL SWPPP RECORDS SHALL BE KEPT ON-SITE, IF FEASIBLE, UNTIL THE NOTICE OF TERMINATIONS HAS BEEN SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. THE SWPPP RECORDS SHALL BE MADE READILY AVAILABLE TO REGULATORY AUTHORITIES UPON AN ON-SITE INSPECTION. THE CONTRACTOR SHALL DELIVER COPIES OF ALL SWPPP RECORDS TO MONTGOMERY

COUNTY AS DIRECTED BY THE ENGINEER'S.

IV. MONTGOMERY COUNTY SPECIFIC NOTES:

1. CONTRACTOR SHALL NOTIFY MONTGOMERY COUNTY PRECINCT 4 AND ENGINEERING DEPARTMENT 48 HOURS PRIOR TO

COMMENCING CONSTRUCTION AND 24 HOURS PRIOR TO ANY PAVING OPERATIONS

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FROM MONTGOMERY COUNTY PRIOR TO

COMMENCING CONSTRUCTION OF ANY IMPROVEMENTS WITHIN COUNTY ROAD RIGHT OF WAYS.

3. ALL PAVING IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLAN AND SPECIFICATIONS.

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

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

6. 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.

V. SITE PREPARATION AND EARTHWORK

1. TOP SOILS STRIPPING SHALL BE 3 INCHES DEEP AND NOT USED AS FILL ON SITE.

2. THE CONTRACTOR SHALL PROOF ROLL THE EXCAVATED AREA WITHIN THE LIMITS OF THE PROPOSED WORK FOR ANY REMAINING HOLES, SOFT SPOTS AND WEAK SOILS WHICH SHALL BE EXCAVATED AND BACKFILLED WITH SELECT FILL MATERIAL (PI FROM 12-20) AND COMPACTED TO 95 PERCENT OF THE STANDARD PROCTOR DENSITY, USING A MOISTURE

CONTENT RANGING FROM OPTIMUM TO PLUS 3-PERCENT ABOVE OPTIMUM. NO SEPARATE PAY.

3. ALL TYPE SUBGRADES SHALL BE TESTED BY AN APPROVED COMMERCIAL LABORATORY AT A MINMUM OF EVERY 500 FEET

FOR DENSITY AND PI.

VI. PAVING

1. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE

REPLACED TO ORIGINAL CONDITION OR BETTER, IN ACCORDANCE WITH MONTGOMERY COUNTY STANDARDS.

2. FULL DEPTH RECLAMATION OF THE EXISTING PAVEMENT TO BE UTILIZED FOR RECONSTRUCTION OF THE EXISTING ROADWAY. REFERENCE "GUIDE TO FULL-DEPTH RECLAMATION (FDR) WITH CEMENT" BY THE NATIONAL CONCRETE PAVEMENT TECHNOLOGY CENTER. FDR TO INCLUDE CHEMICAL STABILIZATION IN THE FORM OF CEMENT.

3. SAWCUTTING EXISTING PAVEMENT (CONCRETE OR ASPHALT) SHALL BE INCIDENTAL AND NOT PAID SEPARATELY.

4. EXISTING WATER VALVES AND MANHOLES SHALL BE ADJUSTED AS NECESSARY TO MATCH TOP OF PROPOSED PAVEMENT

ELEVATION.

VII. STORM SEWER

1. ALL STORM SEWER SHALL BE INSTALLED, BEDDED, AND BACKFILLED IN CONFORMITY WITH THE LATEST MONTGOMERY

COUNTY/TXDOT SPECIFICATIONS WITH ALL AMENDMENTS THERE TO.

2. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING STORM SEWERS BEFORE BEGINNING CONSTRUCTION.

3. OTHER THAN BRICK PLUGS, REFERENCES TO BRICK IN SPECIFICATIONS ARE FOR EXCEPTIONS ONLY AS SPECIFICALLY

DIRECTED IN WRITING BY THE ENGINEER.

VIII. UTILITIES

1. THE APPROXIMATE LOCATIONS OF KNOWN UNDERGROUND UTILITIES HAVE BEEN SHOWN ON THE

PLANS. THE CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND UTILITY LINES.

2. EXPLORER PIPELINE ARE KNOWN TO OWN AND/OR OPERATE PUBLIC UTILITIES OR PIPELINES WITHIN

THE EXISTING ROADWAY RIGHT-OF-WAY AND SHALL BE CONTACTED 48 HOURS PRIOR TO ANY

CONSTRUCTION WORK THAT MIGHT INTERFERE WITH OR DAMAGE PRESENT FACILITIES.

3. CENTRIC OPERATIONS OWN AND/OR OPERATE HIGH PRESSURE GAS AND FIBER LINES WITHIN THE

EXISTING ROADWAY RIGHT-OF-WAY AND SHALL BE CONTACTED PRIOR TO ANY CONSTRUCTION

WORK WITHIN 5 FEET THAT MIGHT INTERFERE WITH OR DAMAGE PRESENT FACILITIES. CENTRIC OPERATIONS IS REQUIRED TO BE ON SITE WHEN DOING CONSTRUCTION WITHIN 5 FEET OF PRESENT FACILITIES. CONTACT BILLY MOORING AT (713)-899-2825 BEFORE PROCEEDING WITH CONSTRUCTION

WORK WITHIN 5 FEET OF CENTRIC FACILITIES.

IX. CENTURY LINK FACILITIES:

1. THE LOCATIONS OF CENTURY LINK FACILITES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASSIONED BY THIS FAILURE TO

EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES.

2. THE CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO

CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED.

3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTURY LINK

FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION

PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE CENTURY LINK FACILITIES.

4. WHEN CENTURY LINK FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT

DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE

CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT.

5. THE PRESENCE OR ABSENCE OF CENTURY LINK UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES SHOWN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR

OTHER CABLES IN CONDUIT IN THE AREA.

6. PLEASE CONTACT MR. JARED DAVIS AT (281) 359-1761 OR E-MAIL HIM AT

JARED.M.DAVIS@CENTURYLINK.COM, IF THERE ARE QUESTIONS ABOUT BORING OR EXCAVATING NEAR

CENTURY LINK FACILITIES.

X: MCI VERIZON

1. CONTACT MR. JOHN CALHOUN AT (281) 904-1475 BEFORE PROCEEDING WITH CONSTRUCTION WORK IN

THE VICINITY OF MCI FACILITIES.

XI. ENTERGY TEXAS, INC. (ELECTRIC)

WARNING: OVERHEAD ELECTRICAL LINES

1. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD LINES HAS NOT BEEN SHOWN ON THESE DRAWINGS CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH FORBIDS ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY TO HIGH VOLTAGE LINES, SPECIFICALLY:

ANY ACTIVITY WHERE PERSON OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES; AND

OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER, HOISTING EQUIPMENT, OR SIMILAR APPARATUS

WITHIN 10 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES.

PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR CALL ENTERGY TEXAS AT 1-800-968-8243 OR JEREMY DUNCAN AT 832-592-7989 OR EMAIL

JDUNCA4@ENTERGY.COM

2. ACTIVITIES ON OR ACROSS ENTERGY TEXAS, INC. FEE OR EASEMENT PROPERTY: NO APPROVAL TO USE, CROSS OR OCCUPY EASEMENT PROPERTY IS GIVEN. IF YOU NEED TO USE ENTERGY PROPERTY, PLEASE CONTACT JEREMY DUNCAN AT

832-592-7989 EMAIL JDUNCA4@ENTERGY.COM

Houston, TX 77084

713.461.9600 | rgmiller.com

SYMBOL DESCRIPTION

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16340 Park Ten Place, Ste 350 Houston, TX 77084

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Houston, TX 77084

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16340 Park Ten Place, Ste 350 Houston, TX 77084

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713.461.9600 | rgmiller.com

SCALE IN FEET

Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 40 80

Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 40 80

N

Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 40 80

LOUIS LANE

AL

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

SHT 78 - SHT 81 FOR TCP AT

4-WAY INTERSECTIONS.

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

EX

AN

D

ER

L

AN

E

BO

BB

Y

LA

N E

JE

R

R Y

LA

N

E

AL

EX

AN

D

ER

L

AN

E

D

EU

ST

ER

L

AN

E

HECHT LANE

F.M.1314

F.M.1314

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

PORTER LANE

D

EU

ST

ER

L

AN

E

LI

VE

O

AK

ES

TA

TE

S

D R

IV

E

R.G. Miller Engineers, Inc. | TxEng F - 487

16340 Park Ten Place, Ste 350 Houston, TX 77084

713.461.9600 | rgmiller.com

SCALE IN FEET

0 100 200

N

NOTE:

1. CONTRACTOR SHALL

CONSTRUCT ONLY IN 300 FEET

SEGMENTS AT A TIME. SEE REF

SHT ##, DETAIL 0512-05.

2. CONTRACTOR SHALL REFER TO

SHT 75 - SHT 77 FOR TCP AT

3-WAY INTERSECTIONS.

3. CONTRACTOR SHALL REFER TO

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com

Houston, TX 77084

713.461.9600 | rgmiller.com