ESBD_File_350856_06-24554-plans.pdf

PDF 6 MB Posted Feb 15, 2024

Attached to: SLBC 06-470424554 Site Work, New Kermit MNT Facility
Solicitation number: 06-470424554.
Issued by: Winkler County, Texas

About this file

Written by GovTribe AI · Apr 2, 2024

This document is a public solicitation for a state and local contract opportunity from the Texas Department of Transportation (TxDOT) for site work related to the construction of a new Kermit Maintenance Facility in Winkler County, Texas. The project includes site utilities, parking, access and maintenance drives, vehicle access control, perimeter fencing and gates, and site lighting. The estimated cost for the project is $1,087,254.00, and a bid guaranty/bid bond of $22,000.00 is required. A mandatory pre-bid meeting is scheduled for February 29, 2024 at 12:00 PM CT, and a mandatory site visit is scheduled for the same date at 2:30 PM CT. Requests for information are due by March 4, 2024, and bids are due on April 2, 2024 at 1:00 PM CT. The contract will be awarded by the Texas Transportation Commission, typically on the last Thursday of each month.

The solicitation stipulates that the use of a HUB Subcontracting Plan is required, as the project estimate exceeds $100,000. Bidders are cautioned to carefully review the Standard Conditions, as the Texas Department of Transportation reserves the right to reject any and all proposals. Additionally, the contract will not be awarded to any contractor, firm, or subcontractor currently debarred from bidding on Texas Department of Transportation projects.

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File	Type	Posted
ESBD_File_350856_06-24554-hubinstructions.pdf	PDF	Feb 15, 2024
ESBD_File_350856_06-24554-specs.pdf	PDF	Feb 15, 2024
ESBD_File_350856_06-24554-ethics.pdf	PDF	Feb 15, 2024
ESBD_File_350856_06-24554-addendum1.pdf	PDF	Feb 15, 2024
ESBD_File_350856_06-24554-standardconditions.pdf	PDF	Feb 15, 2024
ESBD_File_350856_06-24554-addendum2.pdf	PDF	Feb 15, 2024
ESBD_File_350856_06-24554-proposal.pdf	PDF	Feb 15, 2024

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GENERAL NOTES

1. WORK SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS &

APPLICABLE BUILDING CODES (INCLUDING FEDERAL & STATE CODES,

ORDINANCES, REGULATIONS, ETC.) CONSTRUCTION DOCUMENTS

INCLUDE DRAWINGS & SPECIFICATIONS PLUS ANY ADDENDA TO THE

AFOREMENTIONED.

2. CONSTRUCTION DOCUMENTS ARE INTENDED TO INCLUDE ITEMS

NECESSARY TO CONVEY DESIGN INTENT OF THE WORK.

MANUFACTURERS' INSTRUCTIONS SHALL BE CONSIDERED AS PART OF

THE SPECIFICATIONS WHETHER INCLUDED OR NOT IN THE

SPECIFICATION MANUAL.

3. PERIODIC SITE VISITS BY OWNER'S REPRESENTATIVE SHALL NOT BE

CONSTRUED AS SUPERVISION OF MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES FOR CONSTRUCTION, NOR IMPLY

RESPONSIBILITY FOR PROVIDING A SAFE PLACE FOR PERFORMANCE

OF WORK BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES, OR

EMPLOYEES OF SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK,

TRAVEL, OR OCCUPANCY BY ANY PERSON.

4. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

5. CONTRACTOR SHALL:

- VERIFY DIMENSIONS & FIELD CONDITIONS BEFORE PROCEEDING.

- NOTIFY ARCHITECT OF FIELD CONDITIONS REQUIRING DEVIATIONS

FROM CONSTRUCTION DOCUMENTS BEFORE THE CONSTRUCTION

OF ANY MODIFICATION.

- PROVIDE ADEQUATE BRACING & SHORING AS NECESSARY UNTIL

PERMANENT SUPPORTS & STIFFENERS ARE INSTALLED.

- IMMEDIATELY REPAIR OR REPLACE DAMAGED OR DEFECTIVE

WORK TO THE APPROVAL OF (AND AT NO ADDITIONAL COST TO)

THE OWNER

- NOTIFY ARCHITECT & APPROPRIATE INSPECTORS AT CRITICAL

CONSTRUCTION MILESTONES IN ORDER TO OBTAIN NECESSARY

APPROVALS & INSPECTIONS PRIOR TO COMMENCEMENT OF

SUBSEQUENT WORK.

- TAKE REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND

PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE,

INJURY OR LOSS TO:

a) EMPLOYEES & ALL OTHER AFFECTED PERSONS

b) ALL WORK, MATERIALS & EQUIPMENT

c) OTHER PROPERTY AT SITE OR ADJACENT THERETO.

- UPON COMPLETION OF THE WORK, REMOVE MATERIALS, TOOLS &

EQUIPMENT AND LEAVE SITE IN A CONDITION ACCEPTABLE TO

OWNER.

Support Services Division / Facilities Planning & Management

6230 E. STASSNEY LANE

Austin, Texas 78744

(512) 416-2257 c

VICINITY MAP

INDEX OF DRAWINGS

PROJECT:

Project Manager:

CIVIL: ELECTRICAL:

G E

N E

R A

T E

D O

SUBMITTAL

:5 :3

M A u to d e s k D o c s

/U S

T X

F X

O T

X D

O T

K e rm it /W

F X

O T x D

O T

K e rm it A

R C

H J C

B R

.r v t

K E

R M

T E

N A

N C

E F

A C

P H

A S

P R

O J E

C T

N U

M B

E R

-3

-2

PROJECT NUMBER: 06-3804-21454

SITE # 069002

BUILDING # 068202

Chaney McBee

(432) 231-5493 Chaney.McBee@TXDOT.GOV

KERMIT MAINTENANCE FACILITY -

PHASE 2

Stephen WayKathyriya Kennedy

Phone: (214) 638-0145 E-mail: Kathyriya.kennedy@jacobs.com

Phone: (214) 334-0357 E-mail: SWay@restltx.com

JACOBS

1999 Bryan Street Suite 1200, Dallas, TX 75201 Firm Registration No.2966

ReStl Engineers TX, LLC 5757 Alpha Road Suite 201 Dallas, TX 75240 Firm Registration No.16983

979 COUNTY ROAD 133, KERMIT, TEXAS 79745

100%

JACOBS

January 25, 2024

PROJECT

LOCATION

NORTH

THIS PROJECT INCLUDES SITE IMPROVEMENTS RELATED TO THE RENOVATION OF EXISTING WAREHOUSE FACILITY INTO THE KERMIT MAINTENANCE OFFICE AND SHOP. IMPROVMENTS INCLUDE SITE UTILITIES, PARKING, ACCESS & MAINTENANCE DRIVES, VEHICLE ACCESS CONTROL, PERIMETER

FENCING AND GATES, & SITE LIGHTING.

SCOPE OF WORK:

BUILDING CODES:

INTERNATIONAL BUILDING CODE IBC - 2018

AMERICANS W/ DISABILITIES ACT ADAAG - 2010

TEXAS ACCESSIBILITY STANDARDS TAS - 2012

INTERNATIONAL ENERGY CODE IECC - 2018

INTERNATIONAL MECHANICAL CODE IMC - 2018

ASHRAE 62.1 - 2016

INTERNATIONAL PLUMBING CODE IPC - 2018

INTERNATIONAL FUEL GAS CODE IFGC - 2018

NATIONAL ELECTRIC CODE NEC - 2023

NATIONAL FIRE CODE NFPA 1 - 2015

NATIONAL LIFE SAFETY CODE NFPA 101 - 2015

NATIONAL MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES CODE (NFPA 30A 2021) TxDOT STANDARD SPECS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES (2014)

WICHITA

FALLS

BEAUMONT

PARIS

ATLANTA

BRYAN

BROWNWOOD

AMARILLO

ABILENE

CHILDRESS

FORT

WORTH

CORPUS

CHRISTI

DALLAS

EL PASO

HOUSTON

LAREDO

LUBBOCK

LUFKIN

ODESSA

SAN

ANGELO

SAN

ANTONIO

YOAKUM

WACO

TYLER

PHARR

ODESSA DISTRICT (06)

WINKLER COUNTY, TX

MAP PROVIDED BY: JACOBS LIBRARY

ELECTRICAL - PHASE 2

E0.01 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E1.01 SITE PLAN - ELECTRICAL

E4.04 PANEL SCHEDULES

CIVIL - PHASE 2

C0.01 EXISTING CONDITIONS

C0.02 GENERAL NOTES

C0.03 SITE DEMOLITION PLAN

C1.01 DIMENSIONAL SITE PLAN

C2.01 MINIMUM SUGGESTED EROSION CONTROL PLAN

C2.02 MINIMUM SUGGESTED EROSION CONTROL MEASURES

DETAILS

C3.01 GRADING PLAN

C3.02 DRAINAGE AREA MAP

C4.01 UTILITY PLAN

C5.01 SITE DETAILS

C5.02 SITE DETAILS

C5.03 SITE DETAILS

C5.04 WATER DETAILS

COVERED ENTRY PORCH: 90 SQFT.

OFFICE AREA: 3,856 SQFT.

VEHICLE BAY AREA: 11,066 SQFT.

NEW CONCRETE DRIVES: 1,863 SQFT.

EXISTING CONCRETE DRIVES: 3,056 SQFT.

EXISTING COVERED CANOPY: 2,108 SQFT.

TOTAL SCOPE: 20,176 SQFT.

TOTAL STAFF: 15 FTEs

BUILDING SUMMARY:

01-27-2024

NAME

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 1-27-2024

06-4704-24554

-4

XXX

S S

X X

S S

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X

X X

E x

2880.0

2881.0

2882.0

2879.5

2880.5

2881.5

2879.0

2878.5

2879.5 2879.0

2878.5

2878.0

2877.5

ENTERPRISE CRUDE PIPELINE LLC

50' PERMANENT EASEMENT (PART 1)

DOC. NO. C22787

O.P.R.W.C.T.

50' PERMANENT EASEMENT

LONE STAR NGL PIPELINE LP

DOC. NO. C29127 & C29978

O.P.R.W.C.T.

C.R.133 (FORMERLY E. C.R. 683)

(OSTENSIBLE R.O.W.)

ASPHALT ROAD

COUNTY ROAD 133

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

-3

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

60' 1" = 30'-0"

15' 30'0'15'30'

NORTH

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

EXISTING CONDITIONS C0.01

LEGEND

A EXISTING PROPERTY ENTITIES AND BOUNDARY IS BASED

ON ALTA/NSPS LAND TITLE SURVEY BY TOPOGRAPHIC

DATED 3/12/2021.

CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL

LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

IMMEDIATELY NOTIFY THE ENGINEER OF ANY

DISCREPANCIES.

EXISTING PERMANENT FUEL LINE EASEMENT

EXISTING FUEL PIPE LINE

EXISTING FENCE

EXISTING ON-SITE WELL

EXISTING SEPTIC LIDS

EXISTING SEPTIC PVC RISER

EXISTING GRAVEL PAVEMENT

C/E

FUEL

1" = 30'1 EXISTING CONDITIONS

GENERAL NOTES

CONTOUR INTERVALS ARE 0.50'.D

EXISTING CONCRETE WALKWAY/PAD

EXISTING BOLLARD

EXISTING ASPHALT PAVEMENT

EXISTING STORM CULVERT

EXISTING OVERHEAD ELECTRICALEx

ROAD CENTERLINE

100% 2401 25

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 1-27-2024

-4

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C0.02

GENERAL NOTES

100% 2401 25

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 1-27-2024

-4

XXX

S S

X X

S S

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X

X X

E x

ENTERPRISE CRUDE PIPELINE LLC

50' PERMANENT EASEMENT (PART 1)

DOC. NO. C22787

O.P.R.W.C.T.

50' PERMANENT EASEMENT

LONE STAR NGL PIPELINE LP

DOC. NO. C29127 & C29978

O.P.R.W.C.T.

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

60' 1" = 30'-0"

15' 30'0'15'30'

NORTH

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C0.03

KEYNOTES

1" = 30'1

LEGEND

PROPERTY LINE

EXISTING PERMANENT FUEL LINE EASEMENT

EXISTING FUEL PIPE LINE

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING EDGE OF GRAVEL PAVEMENT

EXISTING FENCE

EXISTING ON-SITE WELL

EXISTING SEPTIC LIDS

EXISTING SEPTIC PVC RISER

GRAVEL TO BE REMOVED

C/E

FUEL

001 EXISTING PORTION OF FENCE TO BE REMOVED

EXISTING ON-SITE WELL TO BE DECOMMISSIONED

EXISTING GRAVEL DRIVEWAY TO BE REMOVED AFTER

SITE STABILIZATION. ESTIMATED DEPTH = 8". TO BE

CONFIRMED WITH GEOTECHNICAL REPORT BY HVJ.

A ALL ITEMS NOT SHOWN TO BE REMOVED SHALL BE

PROTECTED FROM DAMAGE DURING DEMOLITION. ITEMS

DAMAGED SHALL BE RESTORED TO AN "AS GOOD"

CONDITION AT THE CONTRACTOR'S EXPENSE.

CONTACT TEXAS ONE CALL CENTER AT 811 OR

1-800-344-8377 AT LEAST 10 WORKING DAYS PRIOR TO

COMMENCING CONSTRUCTION

PROTECT IN PLACE ALL UTILITIES TO REMAIN IN SERVICE

DURING DEMOLITION AND ONGOING CONSTRUCTION

OPERATIONS.

MAINTAIN ALL EXCAVATIONS, STOCKPILES, ACCESS

ROADS, WASTE AREAS, AND ALL OTHER WORK AREAS

FREE FROM EXCESS DUST TO SUCH A REASONABLE

DEGREE AS TO AVOID CAUSING A HAZARD OR NUISANCE.

IF ANY CONFLICT OR DISCREPANCY FROM THE PLANS IS

FOUND, NOTIFY THE OWNER AND ENGINEER BEFORE

CONTINUING ANY FURTHER WITH CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

POSITIVE DRAINAGE THROUGHOUT THE SITE DURING ALL

CONSTRUCTION ACTIVITIES.

GENERAL NOTES

CONSTRUCTION LIMITS

SITE DEMOLITION PLAN

EXISTING BOLLARD

EXISTING ASPHALT

EXISTING GRAVEL PAVEMENT

EXISTING CONCRETE WALKWAY/PAD

004 PROTECT DRAINAGE STRUCTURE IN PLACE

005 EXISTING ASPHALT TO BE REMOVED AFTER SITE

STABILIZATION.

100% 2401 25

KATHYRIYA H. KENNEDY

9824498244

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-4

X X X X X X

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X

X X

E x

C.R.133 (FORMERLY E. C.R. 683)

(OSTENSIBLE R.O.W.)

ASPHALT ROAD

4.00' 9.00' 9.00'

20.00'

9.00'

30.00'

25.00'

4.00' 9.00'

25.00'

65.00'

20.00'

48.05'

42.51'

R50.00' R50.00'

130.00'

2.00'

W W

5.00' 25.00'

79.14'

6.21'

R15.00'

12 TXD

T PAR

KIN

SPAC

ES - 10 @

11' & 2 @

12' = 134.00'

12 TXD

T PAR

KIN

SPAC

ES @

11' = 132.00'

217.35'

78.26'

ENTERPRISE CRUDE PIPELINE LLC

50' PERMANENT EASEMENT (PART 1)

DOC. NO. C22787

O.P.R.W.C.T.

50' PERMANENT EASEMENT

LONE STAR NGL PIPELINE LP

DOC. NO. C29127 & C29978

O.P.R.W.C.T.

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

60' 1" = 30'-0"

15' 30'0'15'30'

NORTH

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C1.01

NEW PARKING

LEGEND

3" ASPHALT PAVEMENT

8" GRAVEL PAVEMENT OVER 10" OF CEMENT

TREATED SUBGRADE

CONCRETE PEDESTAL

PARKING LAYOUT CHANNELIZATION

CHAIN LINK FENCE

STANDARD

ACCESSIBLE

A REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING

DIMENSIONS.

GENERAL NOTES

1" = 30'1

CHAIN LINK SLIDING GATE

CURB/GUTTER

BOLLARD

SAWCUT

TOTAL

SEE ARCH PLAN A2.01 FOR AC & EMERGENCY

GENERATOR CONCRETE PAD DETAILS.

DIMENSIONAL SITE PLAN

EXISTING PERMANENT FUEL LINE EASEMENTC/E

KEYNOTES

ACCESSIBLE PARKING SIGNS TO BE MOUNTED ON THE

CHAIN LINK FENCE 5' ABOVE TOP OF PAVEMENT.

101 SAWCUT EXISTING CR 133 PAVEMENT 2' FROM EOP

INSTALL TYPE II CURB (MONOLITHIC) TO STOP VEHICLES

FROM ENTERING EASEMENT; SEE DETAIL 2/C5.03.

2' CURB CUT

103 INSTALL TYPE II CURB TO STOP VEHICLES FROM

ENTERING EASEMENT; SEE DETAIL 2/C5.03.

107 EXTEND PAVEMENT FOR GATE OPERATOR

8'X4' VEHICLE OBSTRUCTION LOOPS IN ROADWAY BOTH

SIDES OF GATE. THROUGH BEAM PHOTO EYE SPANNING

ENTIRE WIDTH OF GATE TRAVEL; BOTH ENDS OF GATE.

CONTACT EDGE MOUNTED TO END OF FENCE POST WHEN

GATE OPENS. PROVIDE LOOP SENSOR 8'X4' FOR FREE

EXIT; SEE DETAILS ON C5.02

109 PAIR OF 25'WX6'H CHAIN LINK SLIDING GATES WITH

(3) STRANDS OF CANTILEVER BARBED WIRE, REFER

GATE DETAILS ON C5.01.

110 CHAIN LINK SECURITY FENCE WITH (3) STRANDS OF

CANTILEVER BARBED WIRE; SEE DETAILS ON SHEET C5.02.

COORDINATE W/ OWNER ON FINAL PERIMETER

LOCATIONS AND SECURITY FENCE EXTENSIONS ON SITE.

OWNER PROVIDED, CONTRACTOR INSTALLED

PEDESTAL; SEE DETAILS ON SHEET C5.02.

6" DIAMETER X 4'-0" HIGH CONCRETE FILLED STEEL PIPE

BOLLARD, PAINT SAFETY YELLOW. SEE DETAIL 1/C5.03.

ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS

NOTED OTHERWISE.

LOOP DETECTOR

LOCATION OF DOT VEHICLES PARKING112

OVERSIZED 24

EXISTING CONCRETE

CONSTRUCTION LIMITS

WHEEL STOP; SEE DETAIL 9/C5.03.113

STRIPING FOR 90° PARKING; SEE DETAIL 8/C5.03.114

ACCESSIBLE PARKING DETAIL; SEE DETAIL 4/C5.03.115

ACCESSIBLE PARKING SIGN ON POST; SEE DETAIL 5/C5.03.116

NEW WATER SERVICE LINEW

100% 2401 25

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 1-27-2024

-4

S S

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X

X X

E x

SFSFSFSFSFSFSFSFSFSF

SF301

2878.5

2879.0

2878.5

2879.5

2878.5

2878.0

2878.5

2879.0

2878.5

2879.0

X X X X X X

2878.0

2879.0

2880.0

2881.0

2878.5 2878.5

2878.5

2879.5

2880.5

2881.5

ENTERPRISE CRUDE PIPELINE LLC

50' PERMANENT EASEMENT (PART 1)

DOC. NO. C22787

O.P.R.W.C.T.

50' PERMANENT EASEMENT

LONE STAR NGL PIPELINE LP

DOC. NO. C29127 & C29978

O.P.R.W.C.T.

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

60' 1" = 30'-0"

15' 30'0'15'30'

NORTH

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C2.01

LEGEND

A APPROXIMATE AREA TO BE DISTURBED IS 2.4 ACRES FOR

PAVING, GRADING, AND DRAINAGE.

EXISTING GRAVEL DRIVEWAY TO BE USED AS

CONSTRUCTION ENTRANCE.

PRIMARY OPERATOR TO LOCATE AND MAINTAIN

EQUIPMENT STAGING AREA AND EQUIPMENT LAYDOWN

AREA.

SILT FENCESF

1" = 30'1

GENERAL NOTES

IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE

CONSTRUCTION SITE, THE CONTRACTOR RESPONSIBLE

FOR MAINTAINING EROSION CONTROL SHALL PROVIDE

STREET CLEANING ON PUBLIC STREETS ON A DAILY

BASIS. EARTH MATERIAL IS NOT PERMITTED TO

ACCUMULATE ON ANY PUBLIC STREETS.

44 MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

MAJOR CONTOUR

SURFACE SLOPE DIRECTION

CONSTRUCTION LIMITS

MINIMUM SUGGESTED EROSION CONTROL PLAN

E CONTOUR INTERVAL IS 0.50'.

F NATURE OF CONSTRUCTION ACTIVITIES

- CONSTRUCTION OF ASPHALT PARKING LOT

G SEQUENCE OF MAJOR ACTIVITIES

- INSTALLATION OF EROSION AND SEDIMENTATION

CONTROL

- DEMOLITION

- SITE GRADING

- INSTALLATION OF SUBGRADE FOR PARKING LOT

- INSTALLATION OF PROPOSED UTILITIES

- INSTALLATION OF ASPHALT PAVEMENT

301 DITCH LINE SEDIMENT TRAP, RE: C2.02

EXISTING ASPHALT PAVEMENT

EXISTING GRAVEL

EXISTING CONCRETE

KEYNOTES

302 SILT FENCE, RE: C2.02

100% 2401 25

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\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C2.02

MINIMUM SUGGESTED EROSION

CONTROL MEASURES DETAILS

BACKFILL TRENCH

WITH COMPACTED SOIL

NON-WOVEN

GEOTEXTILE FABRIC

(18" TO 36" HIGH)

STEEL FENCE POST

(18" DEEP MINIMUM)

STEEL FENCE POST

(6' TO 8' APART)

FLOW

WOVEN WIRE SUPPORT

6" MINIMUM

12"

18"

100% 2401 25

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-4

S S

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X

2879.0

2880.0

2881.0

2879.5

2880.5

2881.5

2879.0

2878.5

.0 28

.52878.5

2878.5

2879.0

2878.5

2878.0

2879.0

2880.0

2878.5

2879.5

2880.5

2878.5

2879.0

2880.0 2879.5

ME 2878.4 ±

ME 2878.7 ±

ME 2878.3 ±

ME 2878.3 ±ME 2878.9 ±

ME 2878.9 ±

ME 2878.3 ±

ME 2877.9 ±

ME 2879.0 ±

ME 2878.4 ±

ME 2881.9 ± ME 2881.4 ±

ME 2878.5 ±

TP 2878.00

TP 2878.06

TP 2879.22

TP 2878.66

TP 2878.78

TP 2878.80

TP 2878.77

TP 2879.13

TP 2878.44

LP 2878.25

LP 2878.51

0.33%

MAX. FG 2878.99

FG 2879.11

TC 2878.84

G 2878.34 TC 2879.14

G 2878.64

TC 2879.22

G 2878.72

TC 2881.20

G 2880.70

TC 2881.40

G 2880.90

TC 2879.39

G 2878.89

2878.0

2878.5

ENTERPRISE CRUDE PIPELINE LLC

50' PERMANENT EASEMENT (PART 1)

DOC. NO. C22787

O.P.R.W.C.T.

50' PERMANENT EASEMENT

LONE STAR NGL PIPELINE LP

DOC. NO. C29127 & C29978

O.P.R.W.C.T.

TP 2879.00

TP 2879.10

TP 2879.09

TP 2879.11

TP 2879.23

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

60' 1" = 30'-0"

15' 30'0'15'30'

NORTH

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C3.01

KEYNOTES

LEGEND

A REFER TO ARCHITECTURAL PLANS IN PHASE 1A FOR

EXACT BUILDING DIMENSIONS.

GENERAL NOTES

1" = 30'1

44 MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

MAJOR CONTOUR

GRADING PLAN

SURFACE SLOPE DIRECTION

SPOT ELEVATION CALLOUTS

MATCH EXISTING

TOP OF PAVEMENT

TOP OF CURB

GUTTER

FINISHED GRADE

LOW POINT

100% 2401 25

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-4

S S

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X

2879.00

2878.50

2879.00

2879.50

2880.00

2879.50

2880.00 2880.502881.00

2881.50

2882.00

2879.00

2878.50

2878.00

2878.50

2878.00

2878.002877.50

2877.00

2879.00

2877.0028

2878.50

2879.00

2880.00

2881.00

ENTERPRISE CRUDE PIPELINE LLC

50' PERMANENT EASEMENT (PART 1)

DOC. NO. C22787

O.P.R.W.C.T.

50' PERMANENT EASEMENT

LONE STAR NGL PIPELINE LP

DOC. NO. C29127 & C29978

O.P.R.W.C.T.

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

60' 1" = 30'-0"

15' 30'0'15'30'

NORTH

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C3.02

LEGEND

A REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING

DIMENSIONS.

GENERAL NOTES

1" = 30'1

44 MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

MAJOR CONTOUR

DRAINAGE AREA MAP

SURFACE SLOPE DIRECTION

POST-DEVELOPED CALCULATION

AREA RUNOFF

COEFF. CA Tc I100 Q100

(ACRES) (ACRES) (MIN) (IN/HR) (CFS)

3.25 0.62 2.01 10.0 9.22 18.53

1. RATIONAL METHOD OF DESIGN.

2. DESIGN FREQUENCY

2.1. OPEN CHANNEL - 100 YEAR

2.2. TXDOT PRIVATE - 10 YEAR

n = 0.014 FOR REINFORCED CONCRETE PIPE n = 0.017 FOR STREETS / GUTTERS

RAINFALL INTENSITY FROM ODESSA STORM DRAIN

MANUAL

RUNOFF COEFFICIENTS

COMMERCIAL ................ C = 0.88

UNIMPROVED AREA ..... C = 0.30

PERCOLATION CALCULATIONS:

PERCOLATION RATE = 5.95 IN/HR FROM USDA WEB SOIL

SURVEY DATA

LOCALIZED PONDING AREA = 22,700 SF

PONDING DEPTH = 0.5 FEET

TIME FOR DRAWDOWN (HR) = VOLUME (CF) / (SURFACE

AREA (SF) X PERCOLATION RATE (IN/HR) X (1 FT/12 IN))

TIME FOR DRAWDOWN (HR) = 11,350 CF/ (22,700 SF X (5.95

IN/HR X 1/12 FT/IN))

TIME FOR DRAWDOWN (HR) = 1.01 HR

DESIGN CRITERIA

PRE-DEVELOPED CALCULATION

ACRES RUNOFF

COEFF. CA Tc I100 Q100

(ACRES) (ACRES) (MIN) (IN/HR) (CFS)

3.25 0.41 1.32 10.0 9.22 12.17

B ASSUMPTION THAT THE GRAVEL ON SITE IS CALICHE WITH

A PERCOLATION RATE AS LISTED BELOW.

100% 2401 25

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-4

S S

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC/E

FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

XXXXXXX

X X

E x

X X X X X X

W W

30'

ENTERPRISE CRUDE PIPELINE LLC

50' PERMANENT EASEMENT (PART 1)

DOC. NO. C22787

O.P.R.W.C.T.

50' PERMANENT EASEMENT

LONE STAR NGL PIPELINE LP

DOC. NO. C29127 & C29978

O.P.R.W.C.T.

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

60' 1" = 30'-0"

15' 30'0'15'30'

NORTH

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C4.01

KEYNOTES

LEGEND

A WATER CONNECTION/LOCATION TO BE UPDATED

CAPACITY AND USABILITY OF THE EXISTING OSSF TO BE

VERIFIED BY TXDOT BEFORE BEING BROUGHT INTO

SERVICE.

GENERAL NOTES

1" = 30'1

502 3" WATER SERVICE LINE TO TERMINATE AT THE

PROPERTY LINE AND BE PLUGGED, WITH LOCATE

MARKER AT SURFACE FOR FUTURE CONNECTION TO THE

PUBLIC SYSTEM

3" WATER SERVICE CONNECTION, REFER TO

PLUMBING PLAN ON PHASE 1A DRAWINGS FOR

LOCATION, SIZE AND MATERIAL

NEW WATER SERVICE LINE

EXISTING FUEL PIPE LINE

EXISTING SEPTIC LIDS

EXISTING SEPTIC PVC RISER

FUEL

W WATER METER

UTILITY PLAN

504 3" WATER METER AND BOX

WATER VALVE AND VALVE BOX; SEE DETAIL 3/C5.04

505 3" WATER PVC SERVICE LINE; SEE DETAIL 4/C5.04 FOR

TRENCH DETAIL. MINIMUM BURIED DEPTH = 4'-0".

EXISTING OVERHEAD ELECTRICAL LINEEx

PIPELINE EASEMENT LIMITSC/E

GATE VALVE

C LINES WILL BE GASKETED (GLUED JOINTS ARE NOT

ACCEPTABLE) PVC SCHEDULE 40 OR 80.

D VALVES LESS THAN FOUR INCHES WILL BE BRASS BALL

VALVES. VALVES FOUR INCHES OR GREATER WILL BE

IRON BODY GATE VALVES.

E ALL VALVES WILL BE PLACED IN VALVE BOXES WITH BALL

VALVES IN CONCRETE BOXES WITH CAST IRON LIDS AND

GATE VALVES IN CAST IRON BOOTS WITH CAST IRON LIDS.

IF VALVE BOXES HAVING LOCKING MECHANISMS OR GATE

VALVES ARE SPECIFIED, HAVE THE CONTRACTOR

PROVIDE THE APPROPRIATE VALVE BOX AND/OR VALVE

KEYS.

F VALVES WILL BE PLACED ON PEA GRAVEL.

G ALL FITTINGS WILL CONFORM TO AWWA STANDARDS.

H WATER PIPE WILL BE IN A FOUR-INCH BEDDING

ENVELOPE. IF TRENCHED IN SILTS, SANDS, CLAYS, OR

SOME COMBINATION THEROF, PROVIDE A FINE

AGGREGATE BEDDING MATERIAL OF EITHER A WASHED

SAND OR A WASHED PEA GRAVEL. IF TRENCHED IN ROCK,

PROVIDE A COARSE AGGREGATE BEDDING OF CLEAN

GRAVEL, CRUSHED GRAVEL, OR CRUSHED LIMESTONE.

PROVIDE A SIZE GRADATION FOR THE MATERIALS

SPECIFIED.

I ALL WATERLINES WILL BE INSTALLED WITH A TRACER

TAPE OR WIRE.

J AT TEES, BENDS, ETC., ON WATERLINES WILL HAVE

RESTRAINED JOINTS OR BE BLOCKED.

100% 2401 25

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-4

GATE POST 2 3/8" O.D. TOP &

BOTTOM MEMBERS

DIAGONAL

MEMEBERS

EQUAL GATE PANELS

ELEVATION

PLAN VIEW

LATCH

CATCH

4" GATE POST

2 1/2" O.D. SAFETY POST

4" GATE POST

FENCE POST

TRACK AND ROLLER

ADDEMBLY AT TOP AND

BOTTOM OF GATE

BARBED WIRE

EXTENSION ARM

GATE POST

GATE FRAME MEMBERS

GATE POST1/

O N

1/ C

E G

1/ C

B O

O N

1/ C

FABRIC AND TOP RAIL TOP RAIL BRACE RAIL

STRETCHER BAR BAND ELEVATION LINE POST ELEVATION END POST

FABRIC AND BOTTOM TENSION WIRE PLAN LINE POST PLAN END POST

BARBED WIRE GATE SECTION TOP ROLLER ASSEMBLY

CORNER OR END POST DETAIL TRACK & ROLLER ASSEMBLY GATE SECTION

REFER TOP ROLLER

ASSEMBLY 1/C5.01

U :\B

\T xD

O T

Ke rm it

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\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C5.01

SITE DETAILS 1/2" = 1'-0"2 SLIDING GATE - ELEVATION VIEW

NTS1 SLIDING GATE AND SECURITY FENCE DETAILS

100% 2401 25

KATHYRIYA H. KENNEDY

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-4

BLDG.

POWER

PANEL

I STAR

SECURITY

PANEL

UGE

2" PVC w/ DIRECT BURRIAL CABLE

1-1/4" PVC

UVD

UGE UGE UGE UGE

1-1/4" PVC

UVD UVD UVD

UVD UVD UVD UVD UVD

UGE UGE

2" PVC w/ DIRECT BURRIAL CABLE

UVD

TRANSITION TO PLENUM RATED

CABLE OR 2" EMT INSIDE BUILDING

STUB UP RMC INTO LB. TRANSITION TO

EMT FOR WALL PENETRATION.

SEAL CONDUIT PENTRATIONS.

PROVIDE SEPERATE PULL BOXES FOR

POWER AND COMMUNICATION SPACED

NOT TO EXCEED BOXES EVERY 150'

TRANSITION TO EMT INSIDE BUILDING

1 HP GATE OPERATOR

WIRING SCHEDULE

#10

0-373'

374'-537'

538'-852'

OPERATOR POSTS

INSTALL ACCESS CONTROL ENCLOSURE

EITHER SIDE BY SIDE (SHOWN) OR

STACKED TOP & BOTTOM (NOT SHOWN).

COORDINATE WITH TXDOT PM.

INSTALL ALL ACCESS, CAMERA,

INTERCOM

EQUIPMENT (CCURE EDGE PANEL, CCTV

AND GATE READER POWER SUPPLIES,

FIBER, NETWORK JUNCTIONS) INSIDE

ACCESS CONTROL ENCLOSURE.

PROVIDE UNISTRUT CROSS BRACE TO

SUPPORT CONDUITS.

LIFTMASTER INSL24UL GATE

OPERATOR 1HR 120; PROVIDE

OPTIONAL HEATER AND

GROUNDED DUPLEX OUTLET

NEMA 3R DISCONNECT

MOUNTED ON GATE

OPERATOR CABINET

PLAN VIEW

ELEVATION VIEWSECTION VIEW

FUNISH AND INSTALL,

OUTDOOR MINI DOME

CAMERAS

FURNISH NYLON BOLTS,

WASHERS AND NUTS MOUNT

ACRYLIC PLATE TO BACK BOX

FUNISH AND INSTALL,

OUTDOOR MINI DOME

CAMERAS

FURNISH NYLON BOLTS,

WASHERS AND NUTS MOUNT

ACRYLIC PLATE TO BACK BOX

FURNISH AND INSTALL LONG RANGE

PROXIMITY CARD READERS. FURNISH

AND MOUNT CARD READERS TO

ACRYLIC PLATE WITH NYLON BOLTS

FURNISH AND INSTALL LONG RANGE

PROXIMITY CARD READERS. FURNISH

AND MOUNT CARD READERS TO

ACRYLIC PLATE WITH NYLON BOLTS

OWNER PROVIDED,

CONTRACTOR INSTALLED

CARD READER PEDESTAL

OWNER PROVIDED,

CONTRACTOR

INSTALLED PEDESTAL

BASE

FURNISH AND INSTALL LONG

RANGE PROXIMITY CARD

READERS. FURNISH AND MOUNT

CARD READERS TO ACRYLIC

PLATE WITH NYLON BOLTS.

FURNISH AND INSTALL LONG

RANGE PROXIMITY CARD

READERS. FURNISH AND MOUNT

CARD READERS TO ACRYLIC

PLATE WITH NYLON BOLTS.

FURNISH AND INSTALL KNOX BOX

MODEL 3502 KEY SWITCH,

COORDINATE KEYING WITH LOCAL

AHJ. COORDINATE MOUNTING

DIRECTION WITH TXDOT

REPRESENTATIVE

REFER FABRIC AND TOP RAIL ASSEMBLY

1/C5.01

REFER BARBED WIRE GATE SECTION 1/C5.01

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C5.02

SITE DETAILS 1/2" = 1'-0"3 GATE OPERATOR AND PEDESTAL RISER

1/2" = 1'-0"1 SLIDING GATE OPERATOR DETAIL

NTS2 PEDESTAL DETAIL

1/2" = 1'-0"4 SECURITY FENCE TYPICAL

100% 2401 25

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-4

PRIME AND PAINT BOLLARD

SAFETY YELLOW WITH TWO

2" WIDE RED REFLECTIVE

STRIPES AT TOP

6" DIAMETER SCHEDULE 40

STEEL PIPE BOLLARD FILLED

WITH CONCRETE

FINISH GRADE; REFER CIVIL

1/2" JOINT WITH

COMPRESSIBLE JOINT

SEALER

CONCRETE FOOTING

(2) 1'-0" LONG #4 REBAR

THROUGH PIPE BOLLARD

FINISHED FLOOR

4' -0

6"6"

3" 3'

1'-6"

STEEL PIPE CAP

U :\B

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C5.03

SITE DETAILS

1/2" = 1'-0"1 6" DIAMETER BOLLARD

NTS2 TYPE II CURB AND GUTTER

'-0

45° (TYP)

@ 2' OC @

4" YELLOW STRIPE

NOTES:

1. ALL WALKWAYS, RAMPS, HANDICAP PARKING SIGNAGE, ETC. SHALL MEET

APPROVED A.D.A. STANDARDS

2. 2% MAX. SLOPE IN ALL DIRECTION IN AREAS OF HANDICAP PARKING SPACES

1. ALL WALKWAYS, RAMPS, HANDICAP PARKING

SIGNAGE, ETC. SHALL MEET APPROVED A.D.A.

STANDARDS

2. 2% MAX. SLOPE IN ALL DIRECTION IN AREAS

OF HANDICAP PARKING SPACES

NOTES:

12"

ONE SQUARE EQUALS 1"

12"

4" YELLOW STRIPE

(TYPICAL)

9'-0"

(TYP.)

9'-0"

(MIN.) 9'-0"

INTERNATIONAL

HANDICAP

SYMBOL

(SEE DETAIL)

N O

P A R K I N G

WITHIN THE LOADING

& UNLOADING ACCESS AISLE PAINT

THE WORDS "NO PARKING" IN 12" HIGH

LETTERS MINIMUM

9'-0"

(MIN.)

WHEEL STOPS

(SEE DETAIL)

NTS8 STRIPING FOR 90° PARKING

NTS4 SYMBOL OF ACCESSIBILITY DETAIL

CURB AND CURB AND GUTTER NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL IN ACCORDANCE WITH ITEM 529, "CONCRETE CURB, GUTTER, AND

COMBINED CURB AND GUTTER."

2. CONCRETE SHALL BE CLASS A.

3. WHEN REINFORCING BARS ARE USED, THEY SHALL BE NO. 4 UNLESS OTHERWISE SHOWN. THE USE OF FIBER

REINFORCED CONCRETE IN LIEU OF REINFORCING STEEL IS ACCEPTABLE. USE FIBERS MEETING THE REQUIREMENTS OF DMS 4500, "FIBERS FOR CONCRETE," AND DOSE FIBERS IN ACCORDANCE WITH MATERIAL

PRODUCERS LIST (MPL) "FIBERS FOR CLASS A AND B CONCRETE APPLICATIONS."

4. ROUND EXPOSED SHARP EDGES WITH A ROUNDING TOOL, TO A MINIMUM RADIUS OF 1/4 INCH.

5. ALL EXISTING CURBS AND DRIVEWAYS TO BE REMOVED SHALL BE SAWED OR REMOVED AT EXISTING JOINTS.

6. WHERE CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE PAVEMENT, BAR B MAY BE DRILLED AND

GROUTED IN PLACE, OR MAY BE INSERTED INTO FRESH CONCRETE.

7. EXPANSION AND CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH PAVEMENT JOINTS IN ALL CURB AND

CURB AND GUTTER ADJACENT TO JOINTED CONCRETE PAVEMENT. WHERE PLACEMENT OF CURB OR CURB AND GUTTER IS NOT ADJACENT TO CONCRETE PAVEMENT, EXPANSION JOINTS SHALL BE PROVIDED AT STRUCTURES, CURB RETURNS AT STREETS, AND LOCATIONS DIRECTED BY THE ENGINEER.

8. VERTICAL AND HORIZONTAL DOWEL BARS AND TRANSVERSE REINFORCING BARS SHALL BE PACED AT FOUR

FEET C~C.

9. DIMENSION "T" SHOWN IS THE THICKNESS OF THE CONCRETE PAVEMENT. WHEN CURB IS INSTALLED ADJACENT

TO FLEXIBLE PAVEMENT DIMENSION "T" IS 8" MAXIMUM.

10. USUAL PROFILE GRADE LINE. REFER TO TYPICAL SECTIONS AND PLAN-PROFILE SHEETS FOR EXACT LOCATION.

11. ONE-HALF INCH EXPANSION JOINT MATERIAL SHALL BE PROVIDED WHERE CURB OR CURB AND GUTTER IS

ADJACENT TO SIDEWALK OR RIPRAP.

12. WHEN HORIZONTAL PERMISSIBLE CONSTRUCTION JOINTS ARE USED, THE LONGITUDINAL PAVEMENT STEEL

SHALL BE PLACED IN ACCORDANCE WITH PAVEMENT DETAILS SHOWN ELSEWHERE IN THE PLANS. REINFORCING

STEEL FOR CURB SECTION SHALL THEN CONFORM TO THAT REQUIRED FOR CONCRETE CURB.

13. BAR B PLACEMENT AS NEEDED (TYPICAL AT FOUR FEET C~C) TO SUPPORT CURB REINFORCING STEEL DURING

CONCRETE PLACEMENT.

NTS9 WHEEL STOP DETAIL

COLORS:

BACKGROUND - WHITE

WHITE SYMBOL ON BLUE BACKGROUND

LEGEND AND BORDER - GREEN

18"

12"

ALL HANDICAP PARKING

PARKING SPACES

THIS SIGN TYPICAL AT

ALL VAN ACCESSIBLE

PARKING SPACES

THIS SIGN TYPICAL AT

WORDING AS REQUIRED

BY STATE OR LOCAL LAW

PENALTY SIGN WITH

POST (3 lbs./ft.)

"U"-CHANNEL

4" PIPE BOLLARD

FILLED W/ CONCRETE,

PAINTED YELLOW

3,000 PSI

PC CONC.

2'-0"

4" MIN.

1'-6"

5'-0"

(FROM THE SURFACE

OF THE PARKING STALL) 3'-0"

NTS5 ACCESSIBLE SIGN ON POST

NTS6 HANDICAP SIGN

3.0" DENSE GRADED TYPE B -

TXDOT SPEC SS3076 (PG 76-22)

PRIME COAT - TXDOT

ITEM 310-6027 (AE-P

OR MC-30), 0.2 GAL/SY

10.0" FLEXIBLE BASE - TXDOT

ITEM 247, TYA, GR1-2

10.0" CEMENT TREATED

SUBGRADE - TXDOT ITEM 275

HEAVY-DUTY PAVEMENT SECTION

2.0" DENSE GRADED TYPE D - TXDOT SPEC SS3076

TACK COAT - TXDOT ITEM 310,

(CSS-1H OR SS-1H), 0.1 GAL/SY

100% 2401 25

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 1-27-2024

-4

\T xD

O T

Ke rm it

- W

\3 0_

\D is ci pl in es

\C iv il\ Sh ee ts

-C

.d w g, /1 7/

, T an gi ra la , P ra th ik

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

C E

- P

C O

U N

, K

, T

T N

DRAWN BY: A. RAMEZANI

ISSUED: 12/08/2023

O D

T (0

6) W

O U

CHECKED BY: K. KENNEDY

JACOBS ENGINEERING GROUP, INC

TEXAS REGISTRATION #2966

90% DESIGN SUBMISSION 12/08/2023

C5.04

WATER DETAILS

NTS1 TRUST BLOCK DETAILS

2' M

NTS2 UTILITY CROSSING

NTS4

TYPCAL PIPE BEDDING &

TRENCH BACKFILL DETAIL

TYPICAL VALVE BOX DETAILS3 NTS

100% 2401 25

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 1-27-2024

-4

S T

HEAVY CONTINUOUS LINES INDICATE SPRINKLER ZONESZ

LIGHT/SCREENED SOLID OR DASHED LINES INDICATE EXISTING TO REMAIN

HEAVY CONTINUOUS LINES INDICATE NEW WORK

LINE SYMBOLS

HEAVY DASHED LINES INDICATE EXISTING TO BE REMOVED

A. GENERAL NOTE

1 PLAN NOTE

FLOOR PLAN SYMBOLS

ST - 20 AMP, 125VAC, SAFETY TYPE

S - 20 AMP, 125VAC, SURGE GUARD PROTECTION TYPE

WP - 20 AMP, 125VAC, WEATHERPROOF TYPE

TOGGLE SWITCH - 20 AMP, 120/277VAC

LETTER DESIGNATION INDICATES SWITCH LEG

FLOOR BOX (POWER AND DATA)

SPECIAL RECEPTACLE - EMERGENCY

CIRCUIT (SEE DRAWINGS AND

SPECIFICATIONS)

SPECIAL RECEPTACLE - NORMAL CIRCUIT

(SEE DRAWINGS AND SPECIFICATIONS)

TOGGLE SWITCH - KEY OPERATED

TOGGLE SWITCH - 3-WAY

TOGGLE SWITCH - 4-WAY

INDIVIDUAL LIGHT DIMMER

TOGGLE SWITCH - PILOT LIGHT

PLUGSTRIP (POWER AND/OR DATA)

HM - 20 AMP, 125VAC, HORIZONTAL MOUNT TYPE

IG - 20 AMP, 125VAC, ISOLATED GROUND TYPE

GFCI - 20 AMP, 125VAC, GROUND FAULT CURRENT INTERRUPTER TYPE

NONE - 20 AMP, 125VAC

ELECTRICAL DEVICES

DUPLEX RECEPTACLE - EMERGENCY

CIRCUIT("X" DENOTES AS FOLLOWS:)

QUADRAPLEX RECEPTACLE - NORMAL

CIRCUIT ("X" DENOTES AS FOLLOWS:)

QUADRAPLEX RECEPTACLE - EMERGENCY

CIRCUIT ("X" DENOTES AS FOLLOWS:)

SIMPLEX RECEPTACLE - NORMAL

CIRCUIT ("X" DENOTES AS FOLLOWS:)

SIMPLEX RECEPTACLE - EMERGENCY

CIRCUIT ("X" DENOTES AS FOLLOWS:)

DUPLEX RECEPTACLE - NORMAL

CIRCUIT ("X" DENOTES AS FOLLOWS:)

DESCRIPTIONSYMBOL

FLOOR BOX (QUADRAPLEX)

FLOOR BOX (DUPLEX)

QUADRAPLEX - CEILING MOUNTED

DUPLEX - CEILING MOUNTED

QUANTITY OF CONDUCTORS OR CABLES IN CONDUIT

JUNCTION OR PULL BOX

NEUTRAL

GROUND

RACEWAY SYSTEM

DESCRIPTION

PHASE

CONDUCTORS

SYMBOL

GENERATOR/ALTERNATOR

AUTOMATIC TRANSFER SWITCH

PUSHBUTTON OR PUSH PLATE

PAD MOUNTED TRANSFORMER ("X" DENOTES KVA SIZE)

BRANCH PANELBOARD AND CABINET - RECESSED MOUNT

BRANCH PANELBOARD AND CABINET - SURFACE MOUNT

DISTRIBUTION PANELBOARD AND CABINET - SURFACE MOUNT

HORSEPOWER RATED MANUAL MOTOR STARTER TOGGLE SWITCH

WITH THERMAL OVERLOAD PROTECTION

COMBINATION MOTOR CONTROLLER

DISCONNECT SWITCH - NON-FUSED

MOTOR CONTROLLER

DISCONNECT SWITCH - FUSED

MOTOR ("X" DENOTES HORSEPOWER)

GROUND CONNECTION

ELECTRIC THERMOSTAT

CAPACITOR ("X" DENOTES KVAR)

DESCRIPTION

MOLDED CASE CIRCUIT BREAKER

CURRENT TRANSFORMER

ELECTRICAL EQUIPMENT

SYMBOL

PHOTO CELL

P.F.

LIGHTING

DESCRIPTION

12x48 LIGHT FIXTURE

HALF SHADED INDICATES LIFE SAFETY POWER

24x24 LIGHT FIXTURE

24" WALL LIGHTS

36" WALL LIGHTS

48" WALL LIGHTS

24x48 LIGHT FIXTURE

DOWN LIGHT

WALL MOUNTED SCONCE

WALL MOUNTED EMERGENCY BATTERY LIGHT

CEILING MOUNTED EMERGENCY BATTERY LIGHT

EXIT LIGHT DIRECTIONAL ARROWS

CEILING MOUNTED EXIT LIGHT (DUAL FACED)

CEILING MOUNTED EXIT LIGHT

WALL MOUNTED EXIT LIGHT

EXTERIOR POLE LIGHTS (SINGLE HEADS)

EXTERIOR POLE LIGHTS (DOUBLE HEADS)

EXTERIOR POLE LIGHTS (THREE HEADS)

EXTERIOR POLE LIGHTS (FOUR HEADS)

EXTERIOR LIGHTS (BOLLARDS)

24" STEM MOUNTED WALL LIGHTS

36" STEM MOUNTED WALL LIGHTS

48" STEM MOUNTED WALL LIGHTS

FULL SHADED INDICATES EMERGENCY POWER

GROUND POINT

GROUND ROD

EXTERIOR POLE LIGHTS (POLE TOP MOUNT)

GROUND FLOOD LIGHT

EXTERIOR FLOOD LIGHT

DUAL BALLAST (NORMAL AND EMERGENCY)

LIGHTING CONTROLLER

CEILING MOUNTED OCCUPANCY SENSOR

OCCUPANCY SENSOR ("X" DENOTES AS FOLLOWS)

FLOOR BOX (BLANK)

SYMBOL

SYMBOL DESCRIPTION

CM - CEILING MOUNT

WM - WALL MOUNT

ELECTRICAL CONTRACTOR (EC) AND ELECTRICAL SUB-CONTRACTORS:

1. PROVIDE ALL PERSONNEL, TOOLS, MATERIALS, AND EQUIPMENT TO SUPPORT THE

COMMISSIONING PROCESS. FACILITATE THE COORDINATION OF THE COMMISSIONING WORK

WITH THE CXP AND INCORPORATE COMMISSIONING ACTIVITIES INTO THE MASTER

CONSTRUCTION SCHEDULE.

2. INCORPORATE ALL COMMISSIONING RELATED ACTIVITIES INTO THE CONSTRUCTION SCHEDULE, ENSURING THAT ACTIVITIES DO NOT DELAY CONSTRUCTION/PROJECT COMPLETION.

3. NOTIFY THE OWNER’S REPRESENTATIVE AND THE CXP IN WRITING THAT EQUIPMENT AND

SYSTEMS ARE READY FOR FUNCTIONAL TESTING.

4. PERFORM EQUIPMENT STARTUPS USING AUTHORIZED MANUFACTURING REPRESENTATIVES.

5. PROVIDE WRITTEN DOCUMENTATION TO THE CXP THAT EQUIPMENT AND SYSTEMS ARE FULLY

OPERATIONAL AND READY TO BE FUNCTIONALLY PERFORMANCE TESTED.

6. PERFORM COMMISSIONING TESTS AT THE DIRECTION OF THE CXP.

7. ATTEND CONSTRUCTION PHASE COMMISSIONING COORDINATION MEETINGS.

8. PROVIDE QUALIFIED PERSONNEL FOR PARTICIPATION IN COMMISSIONING TESTS.

9. PROVIDE EQUIPMENT, MATERIALS, AND LABOR NECESSARY TO CORRECT DEFICIENCIES FOUND

DURING THE COMMISSIONING PROCESS.

10. PARTICIPATE IN ELECTRICAL SYSTEMS, ASSEMBLIES, EQUIPMENT, AND COMPONENT

MAINTENANCE ORIENTATIONS AND INSPECTIONS AS DIRECTED BY THE CXP.

11. PROVIDE INFORMATION REQUESTED BY THE CXP FOR COMMISSIONING DOCUMENTATION AND

TESTING.

12. PERFORM ALL QUALITY CONTROL FUNCTIONS TO ENSURE EQUIPMENT AND SYSTEMS ARE

INSTALLED PROPERLY. ENSURE EQUIPMENT AND SYSTEMS ARE BROUGHT TO A STATE OF

READINESS AND FULL FUNCTIONALITY PRIOR TO COMMENCING THE COMMISSIONING

FUNCTIONAL PERFORMANCE TESTING PROCESSES.

13. PROVIDE A QUALIFIED AND OWNER APPROVED REPRESENTATIVE TO ATTEND END OF

WARRANTY TESTING

COMMISSIONING (Cx) OF ELECTRICAL

MAIN ELECTRICAL GENERAL NOTES:

A. ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE AND LOCAL CODES. ELECTRICAL SERVICE TO BE INSTALLED IN COMPLIANCE WITH NEC.

B. CONTRACTOR SHALL OBTAIN FAULT CURRENT INFORMATION FROM UTILITY COMPANY AND

PERFORM SHORT CIRCUIT CALCULATIONS. SIZE FUSES AND EQUIPMENT A.I.C. RATINGS ACCORDINGLY.

REFER TO PANEBOARD SPECIFICATIONS FOR ARC-FLASH LABELING

C. CONTRACTOR SHALL INSTALL A SEPARATE EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC TABLE 250.122 FOR ALL BRANCH CIRCUITS INSTALLED IN NON-METALLIC CONDUITS. METALLIC CONDUITS

MAY BE USED AS EQUIPMENT GROUNDING CONDUCTORS PER NEC.

D. SERVICE ENTRANCE EQUIPMENT SHALL BE GROUNDED WITH A SEPARATE COPPER OR ALUMINUM

CONDUCTOR AS INDICATED ON THE DRAWINGS AND PER ARTICLE 250.52(A) OF THE NATIONAL

ELECTRICAL CODE. GROUNDING CONDUCTOR SHALL ALSO BE CONNECTED TO A 5/8" DIAMETER X 8'-0" LONG GROUND ROD FOR SUPPLEMENTAL GROUNDING PER NATIONAL ELECTRICAL CODE ARTICLE 250.54.

E. CONTRACTOR IS RESPONSIBLE FOR LABELING ALL PANELS, DISCONNECTS, LIGHTING

CONTROLLERS, ETC., AND ALL CIRCUIT BREAKERS IN THE DISTRIBUTION PANELS PRIOR TO PROJECT COMPLETION. PROVIDE A TYPED DIRECTORY OF ALL CIRCUITS. BREAKERS USED FOR SWITCHING SHALL

BE RATED ACCORDINGLY.

F. CONTRACTOR SHALL SUPPLY AND INSTALL ALL N.E.C. REQUIRED EQUIPMENT DISCONNECTS (NOT ALL DISCONNECTS MAY BE SHOWN ON THE DRAWINGS). CONTRACTOR SHALL VERIFY ALL DISCONNECT

SIZING WITH EACH EQUIPMENT NAMEPLATE RATING.

G. CONTRACTOR IS RESPONSIBLE TO SECURE AND PAY FOR ALL PERMITS. CONTRACTOR SHALL

COMPLY WITH ALL STATE, LOCAL, AND NATIONAL CODES (E.G., NATIONAL ELECTRICAL CODE).

CONTRACTOR SHALL SCHEDULE INSPECTIONS SO JOB PROGRESS IS NOT DELAYED.

H. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT IN NEW CONDITION AND U.L. LISTED

UNLESS NOTED OTHERWISE.

I. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH LOCAL POWER COMPANY FOR THE INSTALLATION OF NEW ELECTRICAL SERVICE AND METER. INSTALL NEW SERVICE DISTRIBUTION EQUIPMENT AS

SPECIFIED ON ELECTRICAL DRAWINGS.

J. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES AND

ARCHITECTURAL DRAWINGS TO ELIMINATE CONFLICTS.

K. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OPERATION

MANUALS FOR ALL EQUIPMENT AND ACCESSORIES FOR OWNER APPROVAL.

L. CONTRACTOR SHALL PERFORM ALL WORK IN A NEAT AND PROFESSIONAL MANNER.

M. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ELECTRICAL EQUIPMENT INFORMATION WITH

MANUFACTURERS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL ELECTRICAL CONNECTIONS OR

SERVICES TO EQUIPMENT WHICH ARE NOT SHOWN ON DRAWINGS.

N. ALL PENETRATIONS OF WALL, ROOF, AND CEILINGS TO BE SEALED AS REQUIRED WITH U.L.

APPROVED FIRE SEALANT TO MAINTAIN FIRE RATING AS REQUIRED. ALL ROOF PENETRATIONS, IF APPLICABLE, ARE TO BE COORDINATED WITH THE OWNER'S DESIGNATED ROOFING CONTRACTOR.

O. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER CONDITIONS SHALL BE WEATHERPROOF TYPE.

CONDUIT EXPOSED TO WEATHER CONDITIONS OR IN CONTACT WITH CONCRETE SHALL BE POLYVINYL

CHLORIDE (PVC) OR GALVANIZED HEAVY WALL STEEL (GRC).

P. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS TO THE OWNER IF INSTALLATION VARIES FROM

THE CONTRACT DRAWINGS.

Q. ANY CONDUIT AND WIRE SIZES SHOWN ARE MINIMUMS. CONTRACTOR SHALL INCREASE SIZES (DUE TO VOLTAGE DROP, QUANTITY OF CURRENT CARRYING CONDUCTORS IN THE SAME CONDUIT/RACEWAY, ETC.) AS REQUIRED BY THE N.E.C.

R. DRAWINGS ARE SCHEMATIC IN NATURE AND MAY NOT BE DRAWN EXACTLY TO SCALE. ELECTRICIAN IS RESPONSIBLE FOR COORDINATING EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS

AND WITH ALL OTHER TRADES.

S. ALL CIRCUITS SHALL INCLUDE A GREEN GROUND CONDUCTOR SIZED IN ACCORDANCE WITH 250-95, OR LARGER IF NOTED.

T. ALL PENETRATIONS OF FIRE RATED PARTITIONS DUE TO THE INSTALLATION OF ELECTRICAL

SYSTEMS SHALL BE SEALED TO MAINTAIN THE FIRE RATING OF THE WALL.

U. PROVIDE POWER TO ALL MOTORIZED DAMPERS AND FIRE-SMOKE DAMPERS. COORDINATE WITH

MECHANICAL DRAWINGS.

V. PROVIDE ARC FLASH STUDY PER SPECIFICATION SECTION 26 05 83.

S LV MOMENTARY SWITCHLV

ABBREV.

A or AMP

A/C

AFF

AIC

ARCH

ATS

BKR

BHP

BLDG

CB or C/B

CCTV

CKT

CLG

COMM

DIST

DWG

ELEV

ENCL

EXT

FAAP

FACP

FIXT

FLUOR

FLEX

FPC

FSW

FVR

FVNR

G or GND

GALV

GEN

GFCI

GFI

GFP

HID

HOA

HPS

DESCRIPTION

AMPERE

ALTERNATING CURRENT

ABOVE COUNTER

AMPERE FRAME

ABOVE FINISHED FLOOR

AMPERE INTERRUPTING CAPACITY

ALUMINUM

ARCHITECT

AUTOMATIC TRANSFER SWITCH

BREAKER

BRAKE HORSEPOWER

BUILDING

BRANCH

CONDUIT

CIRCUIT BREAKER

CLOSED CIRCUIT TELEVISION

CIRCUIT

CENTER LINE

CEILING

COMMUNICATION

CRITICAL

CURRENT TRANSFORMER

COPPER

DIRECT BURIAL

DIRECT CURRENT

DISTRIBUTION

DRAWING

ELECTRICAL CONTRACTOR

ELEVATOR

EMERGENCY

ENCLOSURE

EQUIPMENT

EXTERIOR

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FIXTURE

FLOOR

FLUORESCENT

FLEXIBLE CONNECTION

FIRE PROTECTION CONTRACTOR

FUSED SAFETY SWITCH

FULL VOLTAGE REVERSING

FULL VOLTAGE

FULL VOLTAGE NON REVERSING

GROUND

GALVANIZED

GENERAL CONTRACTOR

GENERATOR

GROUND FAULT CKT. INTERRUPTER

GROUND FAULT INTERRUPTER

GROUND FAULT PROTECTION

HANDHOLE

HIGH INTENSITY DISCHARGE

HAND OPERATED

HAND-OFF-AUTOMATIC

HORSEPOWER

HIGH PRESSURE SODIUM

HIGH VOLTAGE

ABBREV.

INCAN

KVA

KVAR

LAB

LTG

MATV

MAX

MCB

MCC

MDP

MECH

MIN

MISC

MLO

MTD

MTG HT

OPNG

PH or Ø

PNL

PREFAB

PWR

RAD

RECEPT

RGIP

SHT

SPEC

STR

SUSP

SWBD

SWGR

TCC

TELE

TEMP

TYP

U/C

VAC

VFD

VSD/VFC

W/ W/O

DESCRIPTION

HERTZ

INTERCOMMUNICATION

INSIDE DIAMETER

INCANDESCENT

JUNCTION BOX

KILOVOLT AMPERE

KILOVOLT AMPERE REACTIVE

KILOWATT

LABORATORY

POUND

LINEAR FEET

LIFE SAFETY

LIGHTING

LOW VOLTAGE

MASTER ANTENNA TELEVISION

MAXIMUM

MECHANICAL CONTRACTOR

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN DISTRIBUTION PANEL

MECHANICAL

MANHOLE

MINIMUM

MISCELLANEOUS

MAIN LUGS ONLY

MOUNTED

MOUNTING HEIGHT

OUTSIDE DIAMETER

OPENING

OPERATING ROOM

POLE

PUSHBUTTON

POWER FACTOR

PHASE

PANELBOARD

PILOT LIGHT

PREFABRICATED

POWER

RADIATION

RECEPTACLE

REMOTE GROUND INDICATING PANEL

ROOM

SHORT CIRCUIT

SHEET

SOLID NEUTRAL

SPECIFICATIONS

SQUARE

SAFETY SWITCH

STRUCTURAL

SUSPENDED

SWITCH

SWITCHBOARD

SWITCHGEAR

TEMPERATURE CONTROL CONTRACTOR

TELECOMMUNICATION

TEMPERATURE

TELEVISION

TYPICAL

UNDER CABINET or UNDER COUNTER

VOLT

VOLTS AC

VARIABLE FREQUENCY DRIVE

VOLTMETER

VAPORPROOF

VARIABLE SPEED DRIVE/CONTROLLER

WITH

WITHOUT

WEATHERPROOF

TRANSFORMER

IMPEDANCE

ELECTRICAL ABBREVIATIONS

DT DUAL TECHNOLOGY

USB UNIVERSAL SERIAL BUS

VS WALL MOUNTED VACANCY SENSOR WITH OVERRIDE SWITCH

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

REGISTRATION # DATE

TEXAS REGISTERED FIRM F-2966

01-27-2024

NAME

ISSUED: 01/27/2024

5757 ALPHA ROAD. SUITE 201

DALLAS, TX 75240

E0.01

K E

R M

T E

N A

N C

E F

A C

O U

N T

Y R

O A

K E

R M

T E

X A

P R

O J E

C T

-3

-2

DRAWN BY: SW

O D

E S

S A

T R

K L

E R

C O

U N

T Y

ELECTRICAL SYMBOLS AND ABBREVIATIONS

CHECKED BY: SW

-4

A (EXISTING)

JUNCTION BOX FOR GATE POWER.

A (EXISTING)- 31

S1 S1

S1S1S1

A (EXISTING)- 33,35

A (EXISTING)- 37,39

1"C

GATE CONTROL LOOP

ELECTRICAL GENERAL NOTES

A. POLE LIGHTING SHALL BE CONTROLLED WITH INTEGRAL

OCCUPANCY/DAYLIGHT SENSORS WITH WIRELESS COMMUNICATION

TO ALLOW FOR GROUP CONTROL. LIGHTS SHALL DIM BY AT LEAST

30% WHEN NO ACTIVITY HAS BEEN DETECTED FOR NO MORE THAN

15 MINUTES.

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

REGISTRATION # DATE

TEXAS REGISTERED FIRM F-2966

01-27-2024

NAME

ISSUED: 01/27/2024

5757 ALPHA ROAD. SUITE 201

DALLAS, TX 75240

E1.01

K E

R M

T E

N A

N C

E F

A C

O U

N T

Y R

O A

K E

R M

T E

X A

P R

O J E

C T

-3

-2

DRAWN BY: SW

O D

E S

S A

T R

K L

E R

C O

U N

T Y

SITE PLAN - ELECTRICAL

CHECKED BY: SW

1" = 30'-0"

ELECTRICAL SITE PLAN

SITE LIGHT FIXTURE SCHEDULE

Manufacturer Model Lamp

Electrical DataTYPE DESCRIPTION

S1 LED AREA FIXTURE HAVING TYPE II DISTRIBUTION, HOUSE SIDE

SHIELD,

FUSING FOR ACTUAL VOLTAGE UTILIZED AND INTEGRAL PHOTOCELL

MOUNTED ON ANCHOR BASE 30' STRAIGHT SQUARE STEEL POLE.

LITHONIA D-SERIES DSX0-LED-P4-40K-T3M-MVOLT-SPA- PER-HS-DF-DBLXD. FIXTURE AND POLE COLOR MUST BE

BLACK.

OR APPROVED EQUIVALENT

LED 208 V/2-94 VA

KEYED NOTES

3 JUNCTION BOX FOR SECURITY GATE CONTROLLER. ROUTE 1" CONDUIT

WITH PULL STRING UNDERGROUND FROM JUNCTION BOX AND STUB UP IN

THE MDF/IDF ROOM 111. CABLING WILL EXTEND TO CONTROLLER AT THE

RECEPTION AREA 101.

POLE BASE DETAIL

NTS

3/4"x10'COPPER-

CLAD GROUND

ROD

ANCHOR BOLTS AS

FURNISHED BY FIXTURE

MANUFACTURER

#3 TIES AT

12"

(6)#5 VERTICAL

JOINT FILLER WHEN

SLAB ABUTS POLE

BASE (TYP.)

CADWELD

#6 BARE

COPPER

BOLT PATTERN PER TEMPLATE

AS FURNISHED BY FIXTURE

MANUFACTURER

POLE

STANDARD

BASE PLATE

COVER

HAND

HOLE

GROUND

LUG

CONCRETE

BASE

CONDUIT

1/8"

SLOPE

FINISH

GRADE

30"DIA.

30"MIN.

NOTE: FOR PAVED PARKING AREA

1/2"C

TRUE

NORTH

-4

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

REVISIONS:

Texas of Transportation Department

REGISTRATION # DATE

TEXAS REGISTERED FIRM F-2966

01-27-2024

NAME

ISSUED: 01/27/2024

5757 ALPHA ROAD. SUITE 201

DALLAS, TX 75240

E4.04

K E

R M

T E

N A

N C

E F

A C

O U

N T

Y R

O A

K E

R M

T E

X A

P R

O J E

C T

-3

-2

DRAWN BY: SW

O D

E S

S A

T R

K L

E R

C O

U N

T Y

PANEL SCHEDULES

CHECKED BY: SW

EXISTING LOAD INFORMATION IS BASED ON RECORD DRAWINGS AND ARE FOR REFERENMCE ONLY

Notes:

Heater 10000 VA 70.00% 7000 VA Total Est. Demand: 132 A

Ventilation 7800 VA 100.00% 7800 VA Total Conn.: 147 A

Cooling 24628 VA 100.00% 24628 VA Total Est. Demand: 47385 VA

Miscellaneous 9521 VA 70.00% 6665 VA Total Conn. Load: 52983 VA

Lighting 1034 VA 125.00% 1293 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 159 A 143 A 140 A

Total Load: 19033 VA 17121 VA 16828 VA

41 Space G -- 1 -- -- 1 -- G Space 42

39 -- -- -- -- 329 VA -- 1 -- G Space 40

37 Pole Lighting 2-#10, 1-#10, 1-#10G 20 A 2 329 VA -- 1 -- G Space 38

35 -- -- -- -- 188 VA 500 VA 1 20 A 1-#10, 1-#10, 1-#10G GENERATOR BATTERY 36

33 Pole Lighting 2-#12, 1-#12, 1-#12G 20 A 2 188 VA 500 VA 1 20 A 1-#10, 1-#10, 1-#10G GENERATOR BLOCK... 34

31 entry gate 1-#8, 1-#8, 1-#8G 20 A 1 1000... 1300... -- -- -- -- 32

29 TMV-1 1-#12, 1-#12, 1-#12G 20 A 1 500 VA 1300... -- -- -- -- 30

27 -- -- -- -- 1300... 1300... 3 20 A 3-#12, 1-#12, 1-#12G EF-7 28

25 -- -- -- -- 1300... 2507... -- -- -- -- 26

23 VEF-1 3-#12, 1-#12, 1-#12G 20 A 3 1300... 2507... -- -- -- -- 24

21 EF-6 1-#12, 1-#12, 1-#12G 20 A 1 0 VA 2507... 3 40 A 3-#8, 1-#8, 1-#10G VEHICLE LIFT 22

19 -- -- -- -- 1500... 1500... -- -- -- -- 20

17 -- -- -- -- 1500... 1500... -- -- -- -- 18

15 WH-2 3-#12, 1-#12, 1-#12G 20 A 3 1500... 1500...

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 2, 2024.