ESBD_572949_1793401817671_SOL_EXH_F.10_SOW - B.pdf

Cover Sheet Index

G-001

TEXAS DEPARTMENT OF

PUBLIC SAFETY

HEADQUARTERS -

BUILDING G

GENERATOR

TEXAS DEPARTMENT OF PUBLIC SAFETY

5805 N LAMAR BLVD

AUSTIN, TX 78752

4222 85th St.

Lubbock, TX 79423 806.473.2200

Sheet Index

General

G-001 Cover Sheet and Index

Electrical

E-001 Electrical Symbols, Legends & Abbreviations

ES100 Electrical Site Plan

E-501 Electrical Riser Diagram

Civil CE101 Erosion Control Plan

CE501 Erosion Control Details

CX101 Erosion Conditions & Removal Layout

CC101 Construction Layout

CC501 Construction Details

CG101 Grading Plan

Xref ..\..\..\..\46158.25\03_DSGN\01_DWG\010_GEN\XGTB-46158.dwg

Parkhill.com

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KEY PLAN

A

\4

.2

\0

D S

G N

\0

D

W G

\1 E

L E

C \G

-0

-4

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M jip in a

T e x a s

D e p a rt m e n t o f P u b li c S a fe ty B u il d in g

G G e n e ra to r

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Te xa s D ep ar tm en t o f P ub lic

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G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/17/2026 Issue for Proposal

Parkhill.com

07/17/2026

THIS DOCUMENT IS RELEASED

ON DATE INDICATED FOR THE

PURPOSE OF INTERIM REVIEW

UNDER THE AUTHORITY OF

SHARON S. BICKFORD LICENSE

#77390. IT IS NOT TO BE USED

FOR REGULATORY APPROVAL,

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PARKHILL, SMITH & COOPER,

INC.

ELECTRICAL

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P R

O F

E

SS I ONA L ENG

I N E

E R

SHARON S. BICKFORD

L

I C E N S

E

D

77390

STATE OF TEXAS

P A

R K

H I L

L S

M

I TH & COOPER

, I N C

F

ELECTRICAL ABBREVIATIONS

1 SINGLE PHASE

3 THREE PHASE

A

AAP ALARM ANNUNCIATOR PANEL

AC ABOVE COUNTER

ALTERNATING CURRENT

ACP AUTOMATIC CONTROL PANEL

ADC AUTOMATIC DOOR CLOSER

AF AUDIO FREQUENCY

AFC AUTOMATIC FREQUENCY CONTROL

AH AMPHOUR

AIC AMPERE INTERRUPTING CAPACITY

ALM ALARM

AMP AMPERE

AMPL AMPLIFIER

ANN ANNUNCIATOR

ANT ANTENNA

APU AUXILIARY POWER UNIT

ARMC ARMORED CABLE

ASC AMPS SHORT CIRCUIT

ASWG AMERICAN STEEL WIRE GAUGE

ATS AUTOMATIC TRANSFER SWITCH

AUTO XFMR AUTO TRANSFORMER

AUX AUXILIARY

AV AUDIO VISUAL

B

BAS BUILDING AUTOMATION SYSTEM

BAT BATTERY

BB XFMR BUCK-BOOST TRANSFORMER

BHP BRAKE HORSEPOWER

BKBD BACKBOARD

BLST BALLAST

BP CANDLE POWER

C

C CONDUIT

CC CONTROL CONTRACTOR

CAP CAPACITOR

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CG COMMON GROUND

CKT CIRCUIT

CLF CURRENT LIMITING FUSE

COAX COAXIAL CABLE

COMM COMMUNICATIONS

COORD COORDINATE

COV PL COVER PLATE

CP CONTROL PANEL

CPT CONTROL POWER TRANSFORMER

CR CONTROL RELAY

CRI COLOR RENDERING INDEX

CS CONTROL SWITCH

CT CURRENT TRANSFORMER

CTRL CONTROL

CTV CABLE TELEVISION

CU COEFFICIENT OF UTILIZATION

COPPER

CUR CURRENT

D dB DECIBEL

DC DIRECT CURRENT

DEMO DEMOLITION

DET DETAIL

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

DS DISCONNECT SWITCH

E

EA EACH

ELEC ELECTRIC

EMT ELECTRICAL METALLIC TUBING

ENT ELECTRICAL NONMETALLIC TUBING

ENCL ENCLOSURE

ESMT EASEMENT

F

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FIXT FIXTURE

FLA FULL LOAD AMPS

FLUOR FLUORESCENT

FLUOR FIXT FLUORESCENT FIXTURE

FLUOR LGHT FLUORESCENT LIGHT

FMC FLEXIBLE METALLIC CONDUIT

FREQ FREQUENCY

G

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

H

HD HEAVY DUTY

HO HIGH OUTPUT

HP HORSEPOWER

HV HIGH VOLTAGE

I

IESNA ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA

IMC INTERMEDIATE METAL CONDUIT

J

NOT USED

K kW KILOWATT kWH KILOWATT HOUR kV KILOVOLT kVA KILOVOLT AMP

L

LFMC LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT

LFNC LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT

LM LUMEN

LPW LUMENS PER WATT

LV LOW VOLTAGE

M

MCA MAIN CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MLO MAIN LUGS ONLY

MS MOTOR STARTER

N

NAC NOTIFICATION APPLIANCE CIRCUIT

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NL NIGHT LIGHT

NO NORMALLY OPEN

O

NOT USED

P

PA POWER AMPLIFIER

PB PANELBOARD

PE PHOTOELECTRIC

PEC PHOTOELECTRIC CELL

PF POWER FACTOR

PVC POLY VINYL CHLORIDE

PWR POWER

Q

NOT USED

R

RECEPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RNC RIGID NONMETALLIC CONDUIT

S

SCH SCHEDULE

SE SERVICE ENTRANCE

SPDT SINGLE POLE, DOUBLE THROW

SPST SINGLE POLE, SINGLE THROW

SWBD SWITCHBOARD

T

TSP TWISTED SHIELDED PAIR

U

UPS UNINTERRUPTIBLE POWER SUPPLY

V

V VOLT(S)

VOLTAGE

VA VOLT AMPERE

VD VOLTAGE DROP

VFD VARIABLE FREQUENCY DRIVE

VHO VERY HIGH OUTPUT

W

WP WEATHERPROOF

WW WIREWAY

X

NOT USED

Y

NOT USED

Z

NOT USED

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Address Address City, State

Client Name

E-001

Electrical Symbols, Legends & Abbreviations

P ro je c t

N a m e P ro je c t

D e s c ri p ti o n

S u b ti tl e

THIS DOCUMENT IS RELEASED

ON DATE INDICATED FOR THE

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#77390. IT IS NOT TO BE USED

FOR REGULATORY APPROVAL,

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PARKHILL, SMITH & COOPER,

INC.

ELECTRICAL

ELECTRICAL SYMBOLS - MISC.

WALL SWITCH, REFER TO LIGHTING CONTROL MATRIX SCHEDULE FOR ALL

CONTROL REQUIREMENTS.

125V, 20A, 2P, 3W. GROUNDING TYPE DUPLEX RECEPTACLE. "GFCI" DENOTES

GROUND FAULT INTERRUPTER, "WP" DENOTES WEATHERPROOF COVER, "AC"

DENOTES ABOVE COUNTER MOUNTING, "USB" DENOTES COMBINATION USB

DEVICE.

JUNCTION BOX.

MOTOR.

SURFACE MOUNTED SINGLE SECTION PANELBOARD. LABEL INDICATES PANEL

NAME.

RECESSED MOUNTED SINGLE SECTION PANELBOARD. LABEL INDICATES PANEL

NAME REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

SURFACE MOUNTED DOUBLE SECTION PANELBOARD. LABEL INDICATES PANEL

NAME. REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

RECESSED MOUNTED DOUBLE SECTION PANELBOARD. LABEL INDICATES PANEL

NAME. REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

EXISTING SURFACE MOUNTED SINGLE SECTION PANELBOARD. LABEL INDICATES

PANEL NAME. REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

EXISTING RECESSED MOUNTED SINGLE SECTION PANELBOARD. LABEL INDICATES

PANEL NAME. REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

EXISTING SURFACE MOUNTED DOUBLE SECTION PANELBOARD. LABEL INDICATES

PANEL NAME. REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

EXISTING RECESSED MOUNTED DOUBLE SECTION PANELBOARD. LABEL INDICATES

PANEL NAME. REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

SURFACE MOUNTED DISTRIBUTION PANELBOARD. LABEL INDICATES PANEL NAME.

REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL INFORMATION.

CONDUCTORS IN CONDUIT. MINIMUM NUMBER IS (2) #12 AWG + #12 GND. PROVIDE

NUMBER OF CONDUCTORS AS REQUIRED FOR SWITCHING INDICATED AND

CONTINUING CIRCUITS.

HOMERUN TO PANELBOARD. REFER TO SPECIFICATIONS FOR LIMITING NUMBER OF

CONDUCTORS PER HOMERUN.

DISCONNECT. AMPERAGE, POLES, AND FUSING AS NOTED.

STARTER/DISCONNECT. AMPERAGE, POLES, AND FUSING AS NOTED.

SURFACE MOUNTED RACEWAY.

POWER POLE.

WEATHERHEAD.

PULL BOX.

ELECTRICAL SYMBOLS - SITE

PAD MOUNTED DRY-TYPE TRANSFORMER. LABEL INDICATES TRANSFORMER NAME.

REFER TO TRANSFORMER SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

PAD MOUNTED UTILITY TRANSFORMER. LABEL INDICATES TRANSFORMER NAME.

REFER TO TRANSFORMER SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

PAD MOUNTED SINGLE SECTION SWITCHBOARD. LABEL INDICATES PANEL NAME.

REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL INFORMATION.

PAD MOUNTED DOUBLE SECTION SWITCHBOARD. LABEL INDICATES PANEL NAME.

REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL INFORMATION.

PAD MOUNTED TRIPLE SECTION SWITCHBOARD. LABEL INDICATES PANEL NAME.

REFER TO PANEL SCHEDULE AND RISER DIAGRAM FOR ADDITIONAL INFORMATION.

MANHOLE.

UNDERGROUND ELECTRICAL.

EXISTING UNDERGROUND ELECTRICAL.

OVERHEAD ELECTRICAL.

EXISTING OVERHEAD ELECTRICAL.

UNDERGROUND COMMUNICATIONS CABLE.

EXISTING UNDERGROUND COMMUNICATIONS CABLE.

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Te xa s D ep ar tm en t o f P ub lic

S af et y

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G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

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Parkhill.com

07/17/2026

THIS DOCUMENT IS RELEASED

ON DATE INDICATED FOR THE

PURPOSE OF INTERIM REVIEW

UNDER THE AUTHORITY OF

SHARON S. BICKFORD LICENSE

#77390. IT IS NOT TO BE USED

FOR REGULATORY APPROVAL,

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PARKHILL, SMITH & COOPER,

INC.

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P R

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E

SS I ONA L ENG

I N E

E R

SHARON S. BICKFORD

L

I C E N S

E

D

77390

STATE OF TEXAS

P A

R K

H I L

L S

M

I TH & COOPER

, I N C

F

EE

E E E

E

E

E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

G G

G G

G G

G G

G

G

G

G

G

G

G

G

G

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

EE

EE

E E

NORTH

0A1 ELECTRICAL SITE PLAN - BUILDING G

1" = 10' 10' 20'

AS INDICATED BY: 00

KEY NOTES

1. LOCATION OF EXISTING UTILITY TRANSFORMER.

2. LOCATION OF ELECTRICAL ROOM.

3. APPROXIMATE LOCATION OF EXISTING GENERATOR.

4. LOCATION OF EXISTING UPS AND OTHER ELECTRICAL EQUIPMENT.

5. PROPOSED LOCATION OF NEW 1000KW GENERATOR.

6. REFER TO CIVIL DRAWINGS FOR NEW PAD.

7. DISCONNECT AND REMOVE EXISTING GENERATOR AND ALL

AUXILLIARY EQUIPMENT (BATTERY CHARGER, ETC.). PATCH/REPAIR

WALL AND ROOF OPENINGS WHERE EXHAUST DUCT AND PIPING ARE

REMOVED. REFER TO NOTES ON THIS SHEET.

8. NEW SERVICE-RATED ATS.

9. NEW DOCKING STATION. PROVIDE NEMA 3R DUAL-PURPOSE DOCKING

STATION PER SPECIFICATIONS.

10. APPROXIMATE LOCATION OF LOBBY, COORDINATE WITH OWNER ON

REPLACEMENT OF REMOTE ANNUNCIATOR. PATCH EXISTING WALLS

AS NECESSARY WHERE ANNUNCIATOR IS REPLACED.

11. PROVIDE NEW C/T CAN AND DISCONNECT C/T IN EXISTING MSB IN

ELECTRICAL ROOM. REFER TO RISER DIAGRAM FOR ADDITIONAL

DETAILS.

12. PROVIDE MAN-HOLE AND INTERCEPT EXISTING UNDERGROUND

FEEDER TO MSB TO INSTALL NEW FEEDER TO ATS. UTILIZE 3M RESIN

SPLICE KITS TO ENSURE WEATHERTIGHT INSTALLATION OF

CONDUCTORS.

13. REUSE AND EXTEND EXISTING CIRCUITS FOR GENERATOR AUXILIARY

EQUIPMENT FROM EXISTING GENERATOR ROOM OUT TO NEW

GENERATOR. ROUTE CONDUITS FROM BUILDING, ACROSS EQUIPMENT

SLAB TO GENERATOR. COMBINE CONDUITS IN ONE LOCATION TO

MINIMIZE TRIPPING HAZARD. PROVIDE #12 AWG WIRE IN 1" CONDUIT

FOR 120V CIRCUITS (AUXILIARY OUTLET, CONTROL PANEL, BATTERY

CHARGER, LIGHT, ETC.) AND #10 AWG WIRE IN 1" CONDUIT FOR 208V

CIRCUIT (HEATER).

GENERAL NOTES

A. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND

UTILITIES PRIOR TO ANY EARTH WORK.

B. AS PART OF THE REQUIREMENTS OF THE CONTRACT, THE

ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE

HIMSELF WITH THE SCOPE AND MAGNITUDE OF DEMOLITION WORK.

C. OWNER HAS FIRST RIGHT OF REFUSAL ON ALL EXISTING EQUIPMENT

TO BE DEMOLISHED AS PART OF THIS PROJECT (e.g. ATS &

GENERATOR). BEFORE DEMOLISHING, CONFIRM WHICH EQUIPMENT

WILL BE SALAVAGED BY THE OWNER. CONTRACTOR SHALL RELOCATE

SALVAGED EQUIPMENT TO APPROVED LOCATION ON THE DPS MAIN

HQ CAMPUS.

D. REFER TO CIVIL DRAWINGS FOR SCOPE OF SITE WORK, INCLUDING

REMOVAL OF CONCRETE, NEW GENERATOR PAD, NEW ENCLOSURE,

SIGNAGE, ETC.

E. PROVIDE TEMPORARY GENERATOR AND CONNECTIONS AS REQUIRED

TO MAINTAIN POWER TO EMERGENCY LOADS IN THE BUILDING

DURING CONSTRUCTION. OUTAGES SHALL BE PLANNED WITH OWNER

48 HOURS PRIOR.

F. IF NEW CONDUIT MUST BE ROUTED BETWEEN ELECTRICAL

EQUIPMENT, ROUTED PAVED PARKING AREA BY SAWCUTTING AND

REPAIRING, INSTEAD OF TRENCHING IN GRASS WHERE UTILITIES ARE

LOCATED. REFER TO CIVIL DRAWINGS FOR FURTHER INFORMATION.

ES100

Electrical Site Plan

Parkhill.com

PROJECT NO.

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# DATE DESCRIPTION

KEY PLAN

A:

\2

6\

6.

\0 3_

D

SG

N \0

1_ D

W G

\1

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9/

:3

PM

, j ip in a

Te xa s D ep ar tm en t o f P ub lic

S af et y

B ui ld in g G

G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/29/2026 Issue for Proposal

12 8

GENERAL ARCHITECTURAL DEMOLITION NOTES

A. WALL OPENING: REMOVE LOOSE, DAMAGED, OR DETERIORATED

MATERIALS AROUND THE EXISTING WALL OPENING AS REQUIRED TO

PROVIDE A SOUND SUBSTRATE FOR INFILL. SAWCUT AND TOOTH

EXISTING MASONRY AS REQUIRED TO FACILITATE INTERLOCKING OF

NEW MASONRY WITH EXISTING CONSTRUCTION. PROTECT ADJACENT

CONSTRUCTION TO REMAIN.

B. CEILING/ROOF OPENING: REMOVE LOOSE, DAMAGED, OR

DETERIORATED MATERIALS AROUND THE EXISTING CEILING/ROOF

OPENING AS REQUIRED TO PROVIDE A SOUND SUBSTRATE FOR

INFILL. PROTECT ADJACENT CONSTRUCTION TO REMAIN.

GENERAL ARCHITECTURAL NEW CONSTRUCTION NOTES

A. WALL INFILL: INFILL EXISTING WALL OPENING WITH CONSTRUCTION

MATCHING THE ADJACENT EXISTING WALL ASSEMBLY, INCLUDING

MASONRY VENEER, AIR/WATER-RESISTIVE BARRIER, FLASHING,

INSULATION, SHEATHING, FRAMING, AND INTERIOR FINISH, AS

APPLICABLE. ALIGN NEW CONSTRUCTION WITH ADJACENT EXISTING

SURFACES. MATCH EXISTING MASONRY IN MATERIAL, SIZE, COLOR,

TEXTURE, COURSING, BOND PATTERN, PROFILE, AND MORTAR COLOR

AND TOOLING.

B. CEILING/ROOF INFILL: INFILL EXISTING CEILING/ROOF OPENING WITH

CONSTRUCTION MATCHING THE ADJACENT EXISTING ROOF

ASSEMBLY, INCLUDING ROOFING, AIR/WATER-RESISTIVE BARRIER,

FLASHING, INSULATION, DECK/SHEATHING, FRAMING, AND INTERIOR

CEILING FINISH, AS APPLICABLE. ALIGN NEW CONSTRUCTION WITH

ADJACENT EXISTING SURFACES. MATCH EXISTING ROOFING AND

INTERIOR FINISHES IN MATERIAL, SIZE, COLOR, TEXTURE, AND

PROFILE TO PROVIDE A SEAMLESS REPAIR.

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L

I C E N S

E

D

77390

STATE OF TEXAS

P A

R K

H I L

L S

M

I TH & COOPER

, I N C

F http://www.parkhill.com/

AS INDICATED BY: #

KEYED NOTES

1. EXISTING UTILITY TRANSFORMER.

2. EXISTING GENERATOR LOCATED INSIDE BUILDING TO BE

REMOVED.

3. WHERE EXISTING ELECTRICAL EQUIPMENT IS REMOVED,

INTERCEPT AND UTILIZE AS MUCH OF EXISTING CONDUIT AND

CONDUCTORS AS POSSIBLE TO RECONNECT EXISTING LOADS.

LOCATE JUNCTION BOXES HIGH ON WALLS OR CEILINGS SO

THAT WALLS ARE LEFT AS CLEAR AS POSSIBLE.

PAD MOUNTED

UTILITY SERVICE

TRANSFORMER

EXISTING

EXISTING

DISTRIBUTION

Panel "MSB"

E N

ELEC ROOM

M

EXISTING

Panel "H1A"

EXISTING

DRY-TYPE

TRANSFORMER

"DTT-T1"

EXISTING

Panel "L1A"

EXISTING 750KW

GENERATOR

GENERATOR ROOMEXTERIOR

L

E N

L

E N

L

EXISTING

Panel "EH"

EXISTING

DISTRIBUTION

Panel "MSB"

UPS CH2

ATS #1 ATS #2 ATS #3

3 3 3

AS INDICATED BY: #

KEYED NOTES

1. NEW 1000 KW GENERATOR LOCATED OUTSIDE OF BUILDING.

REFER TO SITE PLAN.

2. (4) SETS OF (4) 600 KCMIL + 4/0 GND EACH IN 4" CONDUIT.

3. PROVIDE EQUIPMENT GROUNDING AS REQUIRED BY NFPA AND

SPECIFICATIONS.

4. DISCONNECT EXISTING C/T's IN MSB.

5. INTERCEPT EXISTING FEEDER TO INSTALL ATS.

6. RECONNECT EXISTING CH2.

PAD MOUNTED

UTILITY SERVICE

TRANSFORMER

EXISTING

EXISTING

SWITCHBOARD "MSB"

480/277V, 3Ø, 4W

1600 A MCB

ELEC ROOM

M

EXISTING

Panel "H1A"

EXISTING

DRY-TYPE

TRANSFORMER

"DTT-T1"

EXISTING

Panel "L1A"

NEW 1000KW

GENERATOR

EXTERIOR

NEW

DUAL-PURPOSE

DOCKING

STATIONE N

EXISTING

Panel "EH"

NEW 1600A

SVC-RATED

ATS

2 6

L

C/T

(3)-3/4" X 10' COPPER

CLAD DRIVEN

GROUND

RODS

METAL UNDERGROUND

WATER PIPE. BONDS

WITHIN

5' OF ENTRANCE INTO

BUILDING (IF AVAILABLE)

CONCRETE-ENCASED

GROUNDING ELECTRODE IN

ACCORDANCE WITH N.E.C

250.52(3)

#3/0 CU

CONDUCTOR IN

3/4"

RMC

#3/0

CU

#3/0

CU

BUILDING

STRUCTURAL

STEEL

NEUTRAL

BUS

BONDING

JUMPER #3/0

CU

MAIN SERVICE

SECTION IN

"MSB"

EQUIPMENT

GROUND

BUS

#4 AWG MINIMUM BARE

COPPER CONDUCTOR IN

CONCRETE 20' LONG

MIN.

MINIMUM 2" CONCRETE

ENCASEMENT

NOTE: BOND ALL GROUNDING

ELECTRODES IN ACCORDANCE WITH

N.E.C. ARTICLE 250 TO FORM A COMPLETE

GROUNDING ELECTRODE SYSTEM

# DATE DESCRIPTION

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CLIENT

PROJECT NO.

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Client Name

E-501

Electrical Riser Diagram

P ro je c t

N a m e P ro je c t

D e s c ri p ti o n

S u b ti tl e

THIS DOCUMENT IS RELEASED

ON DATE INDICATED FOR THE

PURPOSE OF INTERIM REVIEW

UNDER THE AUTHORITY OF

SHARON S. BICKFORD LICENSE

#77390. IT IS NOT TO BE USED

FOR REGULATORY APPROVAL,

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PARKHILL, SMITH & COOPER,

INC.

ELECTRICAL

NTS1 ELECTRICAL RISER DIAGRAM - DEMOLITION

NTS2

ELECTRICAL RISER DIAGRAM - NEW WORK

1/8" = 1'-0"3 GROUNDING DETAIL

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G G e n e ra to r

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/17/2026 Issue for Proposal

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

KEY PLAN

Te xa s D ep ar tm en t o f P ub lic

S af et y

B ui ld in g G

G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/17/2026 Issue for Proposal

Parkhill.com

07/17/2026

THIS DOCUMENT IS RELEASED

ON DATE INDICATED FOR THE

PURPOSE OF INTERIM REVIEW

UNDER THE AUTHORITY OF

SHARON S. BICKFORD LICENSE

#77390. IT IS NOT TO BE USED

FOR REGULATORY APPROVAL,

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PARKHILL, SMITH & COOPER,

INC.

ELECTRICAL

Parkhill.comParkhill.comParkhill.comParkhill.comParkhill.com

07/29/2026

- 07/29/2026 Issue for Proposal

P R

O F

E

SS I ONA L ENG

I N E

E R

SHARON S. BICKFORD

L

I C E N S

E

D

77390

STATE OF TEXAS

P A

R K

H I L

L S

M

I TH & COOPER

, I N C

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SF

SF

SF

SF

SF

SF

LIMIT OF DISTURBANCE

STAGING AREA

SILT FENCE

CONCRETE WASHOUT

LIMIT OF DISTURBANCE

EROSION CONTROL LOG

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

KEY PLAN

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S af et y

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G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/29/2026 Issue for Proposal

PRO

FESS I ONA L ENG I N

EERL

I C E N S E

D

STATE OF TEXAS

CASEY A. HADSALL

139380

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

7/29/2026

CE101

Erosion Control Plan

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

N

0 10' 20'

CONTROL POINT #28

SET 5/8"

CONTROL POINT #26

SET 5/8"

N - 10092237.08 E - 3120097.49

ELEV. - 672.60

N - 10092262.50 E - 3120195.48

ELEV. - 670.68

BENCHMARK #31

BM ON TRANSFORMER PAD

N - 10092294.07 E - 3119994.93

ELEV. - 676.23

CONTROL POINT #29

SET 5/8"

N - 10092291.23 E - 3120138.99

ELEV. - 672.11

EROSION CONTROL LEGEND

PROPOSED 1' CONTOUR

PROPOSED 5' CONTOUR

LIMIT OF DISTURBANCE

SILT FENCE

EROSION CONTROL LOG

CONCRETE WASHOUT

SF SF SF

1. THE CONTRACTOR IS REQUIRED TO INSPECT THE CONTROLS AND

FENCES AT WEEKLY INTERVALS AND AFTER SIGNIFICANT RAINFALL

EVENTS TO ENSURE THAT THEY ARE FUNCTIONING PROPERLY. THE

CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF CONTROLS AND

FENCES AND SHALL IMMEDIATELY MAKE ANY NECESSARY REPAIRS TO

DAMAGED AREAS. SILT ACCUMULATION AT CONTROLS MUST BE

REMOVED WHEN THE DEPTH REACHES SIX (6) INCHES.

2. ANY ON-SITE SPOILS DISPOSAL SHALL BE REMOVED PRIOR TO

ACCEPTANCE UNLESS SPECIFICALLY SHOWN ON THE PLANS. THE

DEPTH OF SPOIL SHALL NOT EXCEED 10 FEET IN ANY AREA.

3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, SWPPP/EROSION

CONTROLS MUST BE PLACED ON SITE.

EROSION CONTROL NOTES

SURVEY LEGEND

EXISTING 1' CONTOUR

EXISTING 5' CONTOUR

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC

GAS LINE

ELECTRICAL MANHOLE

ELECTRICAL BOX ABOVE GROUND

ELECTRICAL METER

GAS METER

IRRIGATION VALVE

TRANSFORMER

WATER VALVE

LIGHT POLE

SANITARY SEWER CLEANOUT

BOLLARD

UE UE UE

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S S S

W W W

TOTAL DISTURBED

AREA = 0.07 ACRES

Parkhill.com

PROJECT NO.

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# DATE DESCRIPTION

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S af et y

B ui ld in g G

G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/29/2026 Issue for Proposal

PRO

FESS I ONA L ENG I N

EERL

I C E N S E

D

STATE OF TEXAS

CASEY A. HADSALL

139380

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

7/29/2026

CE501

Erosion Control Details

B5 CONCRETE WASHOUT

NOT TO SCALE

10' MIN.

' M

IN

STAKE

(TYP)

STRAW BALE

(TYP)

10 MIL PLASTIC LINING

PLAN

TYPE "ABOVE GRADE" WITH STRAW

BALES

10 MIL PLASTIC LINING

BINDING WIRENATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL STAKES

(2 PER BALE)

STAPLES

(2 PER BALE)

1\8" DIA.

STEEL WIRE

2"

4"

STAPLE DETAIL

SECTION A-A

AA

CONCRETE WASHOUT SIGN DETAIL

(OR EQUIVALENT)

NOTES:

A. ACTUAL LAYOUT DETERMINED IN FIELD.

B. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED

WITHIN 30 FT. OF THE TEMPORARY CONCRETE

WASHOUT FACILITY.

CONCRETE

WASHOUT

3' 3'

PLYWOOD

48" X 24"

PAINTED WHITEBLACK LETTERS

6" HEIGHT

0.5" LAG

SCREWS

WOOD POST

3" X 3" X 8'

A5 SILT FENCE

1" = 1'-0" EC_SILT_FENC.dwg

GENERAL NOTES:

1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED

ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.

POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT.

2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE

OR MECHANICAL TRENCHER SO THAT THE DOWNSLOPE FACE OF THE

TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.

WHERE FENCE CANNOT BE TRENCHED IN, ( e.g. PAVEMENT ), WEIGHT

FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM

SEEPING UNDER FENCE.

3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES

WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE

GROUND AND BACKFILLED WITH COMPACTED MATERIAL.

4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL

SUPPORT POST OR WOVEN WIRE, WHICH IS IN TURN ATTACHED TO

THE STEEL FENCE POST. THERE SHALL BE A 3' OVERLAP, SECURELY

FASTENED WHERE END OF FABRIC MEET.

5. INSPECTION SHALL BE MADE WEEKLY AND AFTER EACH RAINFALL.

REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.

6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY

STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR

DRAINAGE.

7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH

OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE

DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS

TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.

SILT FENCE POST,

MAX 6' SPACING,

MIN EMBEDMENT = 1'

WIRE MESH BACKING SUPPORT

4" x 4" - 1.4 W x 1.4 W MINIMUM

ALLOWABLE, TYP CHAIN LINK

FABRIC IS ACCEPTABLE

FABRIC TOE-IN

TRENCH

SILT FENCE

( MIN 24" HT

ABOVE EXIST

GROUND )

COMPACTED

EARTH OR

BACKFILL

FLOW

6"

MIN

6"

MIN

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REMOVE 37 LF ~ EXISTING

STEEL FENCE

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PROJECT NO.

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, c ha ds al l

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S af et y

B ui ld in g G

G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/29/2026 Issue for Proposal

PRO

FESS I ONA L ENG I N

EERL

I C E N S E

D

STATE OF TEXAS

CASEY A. HADSALL

139380

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

7/29/2026

CX101

Existing Conditions & Removal Layout

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

N

0 10' 20'

CONTROL POINT #28

SET 5/8"

CONTROL POINT #26

SET 5/8"

N - 10092237.08 E - 3120097.49

ELEV. - 672.60

N - 10092262.50 E - 3120195.48

ELEV. - 670.68

BENCHMARK #31

BM ON TRANSFORMER PAD

N - 10092294.07 E - 3119994.93

ELEV. - 676.23

CONTROL POINT #29

SET 5/8"

N - 10092291.23 E - 3120138.99

ELEV. - 672.11

GENERAL DEMOLITION NOTES

EXAMINATION OF SITE OF WORK

BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE

SITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO

BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH

THE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A

SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE

WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL

BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR

KNOWLEDGE. THE SUBMISSION OF A BID SHALL BE CONSTRUED AS

CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH

ALL RELEVANT CONDITIONS.

DEMOLITION

1. THE CONTRACTOR SHALL NOT ASSUME THAT UTILITIES ARE PRECISELY

LOCATED. UTILITIES ARE SHOWN TO HELP MAKE THE CONTRACTOR

AWARE OF THEIR EXISTENCE. THIS MEASURE IS TAKEN TO HELP

PROTECT THE INVESTMENTS AND SERVICES OF THE OWNERS, OF THE

UTILITIES AND THEIR CUSTOMERS. THE CONTRACTOR SHALL CALL

TEXAS 811 FOR HELP IN LOCATING UTILITIES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND VERIFY

THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO

PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL

ASCERTAIN WHETHER ANY ADDITIONAL UTILITIES OR FACILITIES, OTHER

THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT ON THE SITE OF

THE WORK.

3. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR SHALL

NOTIFY THE OWNER OR A/E IF CONFLICTS OR POTENTIAL CONFLICTS

OCCUR BETWEEN EXISTING UTILITIES AND THE PROPOSED

CONSTRUCTION.

4. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE UTILITY OWNER AND

MAKE RESTITUTION FOR ANY UTILITY THAT IS DAMAGED BY THE

CONTRACTOR DURING THE COURSE OF THE WORK.

5. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER AND MAKE

RESTITUTION FOR ANY DAMAGE TO THE EXISTING FACILITIES BY THE

CONTRACTOR DURING THE COURSE OF THE WORK.

6. ALL TREES TO REMAIN UNLESS OTHERWISE NOTED.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MISCELLANEOUS

REPAIRS DUE TO DEMOLITION ACTIVITIES.

8. DISPOSAL OF ALL EXCESS / WASTE MATERIALS IS TO BE MADE AT A

REGISTERED LANDFILL.

9. TXDPS HAS FIRST RIGHT OF REFUSAL ON ALL EQUIPMENT BEING

DEMOED AS PART OF THIS PROJECT BEFORE DISPOSAL, INCLUDING ATS,

EQUIPMENT & GENERATOR.

SURVEY LEGEND

EXISTING FENCE TO BE REMOVED

DEMO LEGEND

EXISTING 1' CONTOUR

EXISTING 5' CONTOUR

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC

GAS LINE

ELECTRICAL MANHOLE

ELECTRICAL BOX ABOVE GROUND

ELECTRICAL METER

GAS METER

IRRIGATION VALVE

TRANSFORMER

WATER VALVE

LIGHT POLE

SANITARY SEWER CLEANOUT

BOLLARD

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W

N = 10092246.63 E = 3120089.71

N = 10092240.87 E = 3120086.09

N = 10092257.23 E = 3120094.46

N = 10092255.45 E = 3120106.68

N = 10092226.18 E = 3120115.09

N = 10092234.65 E = 3120113.23

N = 10092243.38 E = 3120117.68

11.5'

20.3'

22.1'

32.1'

4.5'

(TYP.)

4.5'

(TYP.)

18.4'

27.0'

26.4'

9.8'

N = 10092252.03 E = 3120104.67

N = 10092246.08 E = 3120124.71

N = 10092255.36 E = 3120094.16

1.2'

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

KEY PLAN

A:

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6\

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1-

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S af et y

B ui ld in g G

G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/29/2026 Issue for Proposal

PRO

FESS I ONA L ENG I N

EERL

I C E N S E

D

STATE OF TEXAS

CASEY A. HADSALL

139380

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

7/29/2026

CC101

Construction Layout

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

8" GENERATOR PAD (PER DET. B6/CC501)

6" CONCRETE PAVING (PER DET. A5/CC501)

'TIFTUF' BERMUDA GRASS SOD

8' ORNAMENTAL FENCE (PER DET. C3/CC501)

ENTRY GATE (PER DET. C3/CC501)

STEEL BOLLARD (PER DET. D6/CC501)

PROPOSED 1' CONTOUR

PROPOSED 5' CONTOUR900

CONSTRUCTION LEGEND

XX

SURVEY LEGEND

EXISTING 1' CONTOUR

EXISTING 5' CONTOUR

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC

GAS LINE

ELECTRICAL MANHOLE

ELECTRICAL BOX ABOVE GROUND

ELECTRICAL METER

GAS METER

IRRIGATION VALVE

TRANSFORMER

WATER VALVE

LIGHT POLE

SANITARY SEWER CLEANOUT

BOLLARD

UE UE UE

G G G

S S S

W W W

CONSTRUCTION NOTES

EXAMINATION OF SITE OF WORK

BEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE

SITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TO

BIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH

THE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A

SUM TO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE

WORK AS SET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL

BE MADE TO ANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR

KNOWLEDGE. THE SUBMISSION OF A BID SHALL BE CONSTRUED AS

CONCLUSIVE EVIDENCE THAT THE BIDDER IS SUFFICIENTLY FAMILIAR WITH

ALL RELEVANT CONDITIONS.

CONCRETE FORMWORK AND REINFORCEMENT

THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A

MINIMUM OF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE.

THE OWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED

THE FORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF

CONCRETE

SAW JOINTS

ALL SAW JOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE

PLACEMENT. ANY CONCRETE SAWN LATER THAN THIS WHICH, IN THE

OPINION OF THE OWNER'S REPRESENTATIVE, HAS EXCESSIVE SHRINKAGE

CRACKS DUE TO NOT HAVING BEEN SAWN SOON ENOUGH, SHALL BE

REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

ALIGNMENT AND TANGENCY OF PAVEMENTS

THE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTH

CURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH

AS CHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCH

INTERRUPTION SHALL BE REMOVED.

DIMENSIONS

DIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR

TO EDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN AND

NUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.

ADJUSTMENTS

IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT

IN THE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH AN

ADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NO

ADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY

THE OWNER'S REPRESENTATIVE.

PLANTING NOTES

· ALL AREAS DISTURBED DURING CONSTRUCTION BY THE CONTRACTOR

SHALL BE SOLID SODDED AND MAINTAINED BY THE CONTRACTOR UNTIL

ACCEPTED BY THE OWNER.

· PRIOR TO BEGINNING SODDING AND SEEDING ACTIVITIES, ALL AREAS

SHALL BE FINE GRADED AND APPROVED BY THE OWNER PRIOR TO

PLANTING.

· ALL SODDED AND SEEDED AREAS SHALL BE MAINTAINED BY THE

CONTRACTOR INCLUDING MOWING AND IRRIGATION UNTIL ACCEPTED

BY THE OWNER.

N

0 5' 10'

CONTROL POINT #28

SET 5/8"

CONTROL POINT #26

SET 5/8"

N - 10092237.08 E - 3120097.49

ELEV. - 672.60

N - 10092262.50 E - 3120195.48

ELEV. - 670.68

BENCHMARK #31

BM ON TRANSFORMER PAD

N - 10092294.07 E - 3119994.93

ELEV. - 676.23

CONTROL POINT #29

SET 5/8"

N - 10092291.23 E - 3120138.99

ELEV. - 672.11

AS INDICATED BY: 00

KEY NOTES

1. NOT USED

2. 8" DIA. STEEL BOLLARD PER DETAIL D6/CC501

3. GENERATOR (REF ELECTRICAL SHEETS)

4. 6" CONCRETE PAVING PER DET A5/CC501

5. 8" GENERATOR PAD PER DET B6/CC501

6. CONNECT TO EXISTING CONCRETE PER DET C6/CC501

7. CONNECT TO EXISTING WALL PER DET C5/CC501

8. CONNECT CONC. PAVING TO GEN. PAD PER DET B5/CC501

9. NOT USED

10. EXISTING UNDERGROUND ELECTRICAL LINE.

NOTE: CONTRACTOR SHALL VERIFY DEPTH, DIAMETER, AND MATERIAL

OF EXISTING ELECTRICAL LINE. IF EXISTING ELECTRICAL LINE HAS

LESS THAN 2.0' OF COVER BETWEEN BOTTOM OF CONCRETE PAVING

AND TOP OF PIPE, CONTRACTOR SHALL CONTACT THE ENGINEER TO

REROUTE THE LINE.

11. DUAL PURPOSE DOCKING STATION (REF ELECTRICAL SHEETS)

12. ATS (REF ELECTRICAL SHEETS)

13. APPROXIMATE LOCATION OF EXISTING SAN SEWER LINE.

NOTE: CONTRACTOR SHALL VERIFY LOCATION, DEPTH, DIAMETER,

AND MATERIAL OF EXISTING SEWER LINE. IF EXISTING SEWER LINE IS

LOCATED BENEATH THE PROPOSED GENERATOR PAD OR HAS LESS

THAN 3.0' OF COVER BETWEEN BOTTOM OF CONCRETE PAVING AND

TOP OF PIPE, CONTRACTOR SHALL CONTACT THE ENGINEER TO

REROUTE THE LINE.

14. APPROXIMATE LOCATION OF EXISTING WATER LINE.

NOTE: CONTRACTOR SHALL VERIFY LOCATION, DEPTH, DIAMETER,

AND MATERIAL OF EXISTING WATER LINE. IF EXISTING WATER LINE IS

LOCATED BENEATH THE PROPOSED GENERATOR PAD OR HAS LESS

THAN 3.0' OF COVER BETWEEN BOTTOM OF CONCRETE PAVING AND

TOP OF PIPE, CONTRACTOR SHALL CONTACT THE ENGINEER TO

REROUTE THE LINE.

15. 'TIFTUF' BERMUDA GRASS SOD

16. EXISTING WATER VALVE TO REMAIN. CONTRACTOR SHALL ADJUST

TOP OF VALVE TO MATCH FINISH GRADE OF PAVING.

NOTE: IF CONDUITS ARE RE-ROUTED THROUGH THE EXISTING

PARKING LOT, CONTRACTOR SHALL REMOVE AND REPLACE

EXISTING PAVEMENT AND CURB AND GUTTER PER DETAILS D5

& E5/CC501. CONTRACTOR SHALL REPAINT ANY REMOVED

PARKING STRIPING TO MATCH EXISTING.

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

KEY PLAN

A:

\2

6\

6.

\0 3_

D

SG

N \0

1_ D

W G

\0

_C

IV

IL

\0

3_

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6.

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9/

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, c ha ds al l

Te xa s D ep ar tm en t o f P ub lic

S af et y

B ui ld in g G

G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/29/2026 Issue for Proposal

PRO

FESS I ONA L ENG I N

EERL

I C E N S E

D

STATE OF TEXAS

CASEY A. HADSALL

139380

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

7/29/2026

CC501

Construction Details

4' -0

6"

10"

20" Ø

10"

D6 STEEL BOLLARD

SCALE: 3/4" = 1'-0" L_STL_BOLL_01.dwg

CONCRETE

FOOTING

# 4 BAR, WELDED

WASHED GRAVEL

FINISH GRADE

SLOPE FOR DRAINAGE

8" OD, 3/16" SCH 40 PIPE

FILLED WITH CONCRETE

( 6'-6" IN LENGTH )

FILL VOID WITH CONCRETE

NOTES:

1. COVER EXPOSED PORTION OF BOLLARD WITH SMOOTH

YELLOW BOLLARD SLEEVE.

A1 TYPICAL CONCRETE PAVING JOINT DETAILS ( PEDESTRIAN PAVING )

1 1/2"=1'-0" CONC_PVMT_TYP_JNT_DET

2" D

EE

P

TYP CONC PAVING

TYP 1/4'' TOOLED

RADIUS EDGE

DEPTH OF CUT TO BE 1/4'' DEPTH OF

SLAB PLUS 1/4''. MAKE ALL SAW

CUTS WITHIN 12 HR OF CONC POUR

TYP 1/4'' TOOLED

RADIUS EDGE

SEE ISOLATION

JOINT DETAIL

TYP CONC PAVING

1/2" ISOLATION JOINT MATERIAL

W/ 1" JOINT SEALER ABOVE,

COLOR TO MATCH ADJACENT

PAVING. WIDTH TO DEPTH

RATIO OF JOINT SEALANT

TO BE PER MANUF

RECOMMENDATIONS

TYP 1/4'' TOOLED

RADIUS EDGE

TYP CONC PAVING

FOAM BACKER ROD

PREMOLDED EXP JT

FILLER AS SPEC'D

ENLARGED TYPICAL ISOLATION JOINT DOWELED ISOLATION JOINTSEALED ISOLATION JOINTTOOLED CONTRACTION JOINT SAWCUT CONTRACTION JOINT

COMPACTED

SUBGRADE

DOWELS TO BE 24'' L x #4

SMOOTH BARS, SUPPORTED ON

DOWEL BASKETS 18'' OC CAP &

LIGHTLY GREASE ONE END

FINISH

GRADE

18'' 9" 9"

1 1/4" CLR

2"

3"

8"

14''

(TYP)

NOTE:

DOWEL ALL ADJOINING FOUNDATIONS,

PAVING AND OTHER LOCATIONS

INDICATED ON THE PLANS

6"

MIN

1' -0

8"

100'-0"

#4 AT 18" OC,

EACH WAY

TOP AND BOT

GENERATOR

ANCHORING TO

SLAB PER

MANUFACTURER

FINISH GRADE

B6 GENERATOR PAD

NOT TO SCALE

VA

R

IE

S

(R

EF

G R

AD

IN

G P

LA

N

1'-0"

C5 CONC PAVING AT VERTICAL PLANE

1 1/2"=1'-0" SECTION

CONC CURB, WALL, ETC

CAULKED JOINT, SEE

ENLARGEMENT DETAIL

TYPICAL CONC PAVING

SUBGRADE

AS SPEC'D IN THE

GEOTECHNICAL REPORT

CONCRETE PAVING AT VERTICAL PLANE

1/2" ISOLATION JOINT MATERIAL

W/ 1" JOINT SEALER ABOVE,

COLOR TO MATCH ADJACENT

PAVING. WIDTH TO DEPTH

RATIO OF JOINT SEALANT

TO BE PER MANUFACTURER

RECOMMENDATIONS

TYP 1/4'' TOOLED

RADIUS EDGE

TYP CONC PAVING

FOAM BACKER ROD

PREMOLDED EXP JT

FILLER AS SPEC'D

ENLARGED TYPICAL ISOLATION JOINT

B5 PAVING @ GENERATOR PAD

1"=1'-0" PVMT_@_BLDG_SLAB

GENERATOR

WALL BEYOND

GENERATOR PAD

DOWELS TO BE

21'' L, NO 4 SMOOTH BARS

@ 18'' OC, CAP

AND LUBE ONE END

SUBGRADE

AS SHOWN

ON PLANS

CONCRETE

PAVING

SONNEBORN RUBBER

JOINT SEALANT OR

APPROVED EQUAL,

COLOR TO MATCH CONC

8"6"

8"

SLOPE

NOTES:

· REF CONCRETE PAVING DETAIL AND

GENERATOR PAD DETAIL FOR PAVEMENT

THICKNESSES

A5 6" CONCRETE PAVING

SCALE: 1 1/2" - 1'-0" PVMT_CONC_5-6IN_PED_PAVN.dwg

DRY BRUSH FINISH

CONCRETE PAVING

1/2" R ON ALL

EDGES ( TYP )

FINISH GRADE

# 3 BARS,

18" OCEW

6" COMPACTED

CRUSHED LIMESTONE

VARIES - SEE PLAN

1"

( TYP )

3" CLR

6"

6"

FINISH GRADE

1/8" W. x 1 1/2" DEEP, 10'

O.C. UNLESS OTHERWISE

SHOWN ON PLANS

C6 CONNECTION TO EXISITNG CONCRETE

1"=1'-0" PVMT_CONC_SDWALK_CONN

EXISTING CONCRETE

1/2'' ISOLATION JOINT

W/ 1/2'' JOINT SEALER ABOVECONCRETE REINF

6" PROPOSED

CONCRETE

#3 BARS @ 18'' OCEW

12''

LAP

12''

3"

5"

6"

1/2"R

6"2"

6" 6"4 5/

6"

3"

3"

3"

( 3 ) # 4 BARS,

CONTINUOUS ( TYP )

2'-6"

D5 CONCRETE CURB & GUTTER

SCALE: 1 1/2" = 1'-0" PVMT_CONC_CURB_GUTR.dwg

4" R

2" R

E5 HMAC PAVEMENT REPAIR

SCALE: 1" = 1'-0" PVMT_HMAC_REPR.dwg

6"

VA

R

IA

BL

E

2"

MC-70 PRIME COAT

( 0.40 GAL / SY )

2" HOT MIX ASPHALTIC

CONCRETE ( HMAC)

( FINE GRADED

SURFACE COURSE ) EXISTING

PAVEMENT

EXISTING

PAVEMENT

6" CRUSHED STONE

COMPACTED TO 95%

STANDARD DENSITY

NATIVE MATERIAL TO BE

MECHANICALLY COMPACTED

IN 6" LIFTS TO 95% STD

PROCTOR DENSITY

E

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S

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S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

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S

S

S

S

S

S

S

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W

W

W

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W

W

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W

W

W

W

W

W

W

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W

W

W

W

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W

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W

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W

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W

W

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W

W

W

W

1.2

TS 673.10

TP 672.96

METC 672.90

METC 672.57

METC 671.87

TP/FL 671.90

METP 671.92

METP 672.57

METP 672.61

METP 673.06

TS 673.10

TP 673.06

TS 673.10

TP 672.15

TS 673.10

TP 672.15

TP 672.39

TS 673.10

TP 672.64

MEG 671.24

MEG 671.3 (VERIFY)MEG 671.8

MEG 671.6

0.7

1.5

1.8%

3.1%

1.8%

TP/FL 672.37

TP/FL 672.330.6%

TG 671.56

TP 672.35

4.2%

Parkhill.com

PROJECT NO.

CLIENT

# DATE DESCRIPTION

KEY PLAN

A:

\2

6\

6.

\0 3_

D

SG

N \0

1_ D

W G

\0

_C

IV

IL

\0

3_

SH

EE

TS

\C G

1-

6.

D

W G

, 7 /2

9/

:5

PM

, c ha ds al l

Te xa s D ep ar tm en t o f P ub lic

S af et y

B ui ld in g G

G en er at or

Texas Department of Public Safety 5805 N Lamar Boulevard Austin, Tx 78752

47366.26

- 07/29/2026 Issue for Proposal

PRO

FESS I ONA L ENG I N

EERL

I C E N S E

D

STATE OF TEXAS

CASEY A. HADSALL

139380

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

7/29/2026

CG101

Grading Plan

EXISTING UTILITIES

CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES

IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE

FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL

UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CALL TEXAS 811, 1-800-344-8377.

N

0 5' 10'

CONTROL POINT #28

SET 5/8"

CONTROL POINT #26

SET 5/8"

N - 10092237.08 E - 3120097.49

ELEV. - 672.60

N - 10092262.50 E - 3120195.48

ELEV. - 670.68

BENCHMARK #31

BM ON TRANSFORMER PAD

N - 10092294.07 E - 3119994.93

ELEV. - 676.23

CONTROL POINT #29

SET 5/8"

N - 10092291.23 E - 3120138.99

ELEV. - 672.11

THE EARTHWORK FOR THIS PROJECT IS A NECESSARY AND INCIDENTAL

PART OF THE WORK. IN THE CASE THAT THE EARTHWORK DOES NOT

BALANCE, THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL COSTS

ASSOCIATED WITH HAUL OFF OR IMPORT. THE TOTAL COST SHALL BE

INCLUDED IN THE BID PROPOSAL AS A LUMP SUM. PAYMENT WILL NOT BE

MADE ON A UNIT PRICE BASIS OR BY ANY OTHER SEPARATE MEASURED

PAYMENT METHOD.

1. BASE BID SHALL INCLUDE ALL EARTHWORK NECESSARY TO ESTABLISH

THE FINISHED GRADES AS SHOWN ON THIS PLAN. NO SEPARATE

PAYMENT WILL BE MADE.

2. REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESS MATERIAL.

3. ALL EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT.

4. THE TOPOGRAPHIC SURVEY FOR THIS PROJECT SHALL BE DONE BY AN

INDEPENDENT REGISTERED, LICENSED SURVEYOR APPROVED BY THE

OWNER. THE SURVEYS SHALL BE SIGNED AND SEALED BY THE

APPROVED SURVEYOR.

5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND GRADES, NEW

OR EXISTING PRIOR TO CONSTRUCTION, NOTIFY THE ENGINEER OF ANY

DISCREPANCIES WITH EXISTING OR NEW CONDITIONS. THE

CONTRACTOR SHALL EMPLOY A LICENSED PUBLIC SURVEYOR TO SET

ALL GRADES, SPOT ELEVATIONS, FLOW LINES, ETC.

PROPOSED 8" GENERATOR PAD

PROPOSED 6" CONCRETE PAVING

PROPOSED 1' CONTOUR

PROPOSED 5' CONTOUR

FLOWLINE PATH

PROPOSED SPOT GRADE

TOP OF CURB

TOP OF PAVING

TOP OF GENERATOR SLAB

TOP OF GRADE

FLOWLINE

MATCH EXISTING GRADE

MATCH EXISTING TOP OF PAVING

MATCH EXISTING TOP OF CURB

DIRECTION OF FLOW

TC

TP

TS

TG

FL

MEG

METP

METC

GRADING NOTES

GRADING LEGEND

898.50

SURVEY LEGEND

EXISTING 1' CONTOUR

EXISTING 5' CONTOUR

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC

GAS LINE

ELECTRICAL MANHOLE

ELECTRICAL BOX ABOVE GROUND

ELECTRICAL METER

GAS METER

IRRIGATION VALVE

TRANSFORMER

WATER VALVE

LIGHT POLE

SANITARY SEWER CLEANOUT

BOLLARD

UE UE UE

G G G

S S S

W W W http://www.parkhill.com/