ESBD_370897_1722952129202_DPS2024020900_Lufkin_Drawings.pdf

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10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

ISSUE

MK DATE DESCRIPTION

CD 3/15/24 35 % DESIGN SUBMISSION

4/9/24 UPDATED 35% SUBMISSION

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2809 S. REDDITT DRIVE

LUFKIN, TX 75904

COVER SHEET

G0.00

TEXAS DEPARTMENT OF PUBLIC SAFETY

100% DESIGN SUBMITTAL

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

DPS PROJECT # 20240209000

PDG PROJECT # 24010

JUNE 10, 2024

REVISION

MK DATE DESCRIPTION

DOOR SYMBOL

DOOR NUMBER

ROOM

IDENTIFICATION

Room name

DOOR

IDENTIFICATION

CONSTRUCTION

DETAIL SYMBOL

DRAWING

REVISION

DETAIL NUMBER

SHEET NUMBER

A101

DRAWING TITLE DRAWING NAME

1/4" = 1'-0"

DETAIL NUMBER

DRAWING TITLE

DRAWINGS SCALE

ELEVATION

SYMBOL

NORTH DIRECTION

DETAIL NUMBER

SHEET NUMBER

01/A102

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10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

ISSUE

MK DATE DESCRIPTION

CD 3/15/24 35 % DESIGN SUBMISSION

4/9/24 UPDATED 35% SUBMISSION

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JUNE 10, 2024

2809 S. REDDITT DRIVE

LUFKIN, TX 75904

PROJECT INFORMATION, SHEET INDEX,

ABBREVIATIONS, SYMBOLS

G0.01

ARCHITECTURE SHEETS

A0.00 ARCHITECTURAL SITE PLAN

A1.00 ENLARGED PLAN AT GENERATOR

A2.00 DETAILS

GENERAL SHEETS

G0.00 COVER SHEET

G0.01 PROJECT INFORMATION, SHEET INDEX,

ABBREVIATIONS, SYMBOLS

VICINITY MAP BUILDING / LEASE DATA

SHEET INDEX

ADDRESS: 2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

1. FIELD VERIFICATION: PRIOR TO SCHEDULING OF WORK AND COMMENCING CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES

OF EQUIPMENT, DIMENSIONS OR MATERIALS ON DRAWINGS.

2. LEGEND: ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR THEIR EXACT MEANING, THE

ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

3. HORIZONTAL DIMENSIONS: DIMENSIONS ON THE DRAWINGS ARE TO CENTER LINE OF COLUMN, GRID LINES OR TO THE

FACE OF FINISH AS INDICATED ON THE DRAWINGS, UNLESS NOTED OTHERWISE.

4. PRECEDENCE: DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. SPECIFICATIONS AND GENERAL NOTES TAKE PRECEDENCE OVER DRAWINGS.

6. DETAILS NOTED AS TYPICAL SHALL APPLY AT LIKE CONDITIONS. ALL OTHER CONDITIONS THAT ARE NOT TYPICAL WILL

HAVE A SPECIFIC DETAIL CALLED OUT.

7. FRAMING: CONTRACTOR SHALL PROVIDE ALL REQUIRED BLOCKING, BACKING, FRAMES, HANGERS OR OTHER SUPPORT AS NECESSARY FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRING

THE SAME.

8. ACCESS PANELS: ALL EQUIPMENT SWITCHES, CONTROLS AND VALVES THAT ARE CONCEALED MUST BE PROVIDED

WITH ACCESS PANELS.

9. ALL GYPSUM BOARD TO BE TYPE "X".

ARCHITECTURAL LEGEND

GENERAL CONSTRUCTION NOTES

10. ALL FINISHES AND TEXTURES ARE TO EXACTLY MATCH EXISTING, UNLESS NOTED OTHERWISE.

11. DO NOT SUBSTITUTE, REVISE OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

12. ALL WOODWORK, BLOCKING, GROUNDS, ROUGH BUCKS AND MISCELLANEOUS BLOCKING TO BE FIRE RESISTANT

TREATED.

13. FINISH ALL EXPOSED SURFACES OF NEW, RELOCATED OR MODIFIED WALLS, DOORS, MILLWORK, ETC. AS REQUIRED.

14. PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF FIRE RATED WALLS.

15. THE WORK PERFORMED AS PART OF THESE DOCUMENTS SHALL COMPLY WITH THE TEXAS CITY REGULATIONS & TEXAS

ACCESSIBILITY STANDARDS.

16. THE WORK PERFORMED AS PART OF THESE DOCUMENTS INCLUDES FINAL CLEANING OF THE ENTIRE AREA OF WORK.

VACUUM CARPET, MOP TILE FLOORS, CLEAN WINDOWS, MINI-BLINDS, RUBBER BASE, ALL MILLWORK (INSIDE & OUTSIDE), FIXTURES, ACCESSORIES AND DOORS.

SCOPE OF WORK

ELECTRICAL SHEETS

ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

E0.01 ELECTRICAL LEGEND, INDEX & NOTES

E3.01 POWER FLOOR PLAN

APPLICABLE CODES

2018 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL FUEL GAS CODE

2020 NATIONAL ELECTRICAL CODE

2018 UNIFORM MECHANICAL CODE

2018 UNIFORM PLUMBING CODE

SITE LOCATION

NUMBER OR SYMBOL

& AND

@ AT

C CENTERLINE

# POUND OR NUMBER

A

ABV. ABOVE

ACOUS. ACOUSTICAL

A.C.T. ACOUSTICAL CLG. TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

ALUM. ALUMINUM

APROX. APPROXIMATE

ARCH. ARCHITECT/ARCHITECTURAL

ASPH. ASPHALT

B

BD. BOARD

BIT. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

B.M. BENCH MARK

BM. BEAM

BOT. BOTTOM

B.U.R. BUILT-UP ROOFING

C

CAB. CABINET

C.B. CATCH BASIN

CEM. CEMENT

CER. CERAMIC

C.I. CAST IRON

C.G. CORNER GUARD

C.J. CONTROL JOINT

CLG. CEILING

CLO. CLOSET

CLR. CLEAR

C.M.U. CONCRETE MASONRY UNIT

C.O. CASED OPENING

CO. CLEANOUT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

CPT. CARPET

CNTR. COUNTER

CTR. CENTER

CTSK. COUNTERSINK

D

DBL. DOUBLE

DEPT. DEPARTMENT

DET. DETAIL

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWNSPOUT

DWG. DRAWING

DWR. DRAWER

E

E. EAST

EA. EACH

E.W. EACH WAY

E.D.F. ELECTRIC DRINKING FOUNTAIN

E.W.C. ELECTRIC WATER COOLER

ELEC. ELECTRICAL

EL. ELEVATION

EMERG. EMERGENCY

ENCL. ENCLOSURE

E.P. ELECTRICAL PANEL

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXP. EXPANSION

E.J. EXPANSION JOINT

EXT. EXTERIOR

E.I.F.S. EXT. INSUL. & FINISH SYSTEM

F

F.A. FIRE ALARM

F.B. FLAT BAR

F.D. FLOOR DRAIN

FDTN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.H.C. FIRE HOSE CABINET

FIN. FINISH

F.L. FLOW LINE

FLR. FLOOR

FLASH. FLASHING

FLUOR. FLUORESCENT

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.G. FACE OF GLASS

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUDS

FPRF. FIREPROOF

F.R. FIRE RATED

F.R.T. FIRE RETARDANT TREATED

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S. FULL SIZE

FT. FOOT OR FEET

FTG. FOOTING

FURR. FURRING

FUT. FUTURE

G

GA. GAUGE

GALV. GALVANIZED

G.B. GRAB BAR

GL. GLAZING

GND. GROUND

GR. GRADE

G.S. GALVANIZED STEEL

GYP. GYPSUM

H

H.B. HOSE BIBB

H.C. HOLLOW CORE

HDCAP. HANDICAPPED

HWD. HARDWOOD

HDWR. HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HT. HEIGHT

I

I.D. NSIDE DIAMETER

IN. INCH

INSUL. INSULATION

INT. INTERIOR

I.B.C. INTERNATIONAL BLDG. CODE

J

JAN. JANITOR

JT. JOINT

L

L ANGLE

LAB. LABORATORY

LAM. LAMINATE

LAV. LAVATORY

LKR. LOCKER

LB. POUND

LBS. POUNDS

LT. LIGHT

M

MAX. MAXIMUM

M.C. MEDICINE CABINET

MECH. MECHANICAL

MEMB. MEMBRANE

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MTD. MOUNTED

MTL. METAL

MULL. MULLION

N

N. NORTH

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

O

OA. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED -

CONTRACTOR INSTALLED

O.F.& I. OWNER FURNISHED

AND INSTALLED

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

P

PNL. PANEL

P. LAM. PLASTIC LAMINATE

PL. PLATE

PLAS. PLASTIC

PLBG. PLUMBING

PLYWD PLYWOOD

PR. PAIR

PRCST. PRECAST

PT. POINT

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

P.T.D./R. PAPER TOWEL

DISPENSER/RECEPTACLE

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

Q

Q.T. QUARRY TILE

QTY. QUANTITY

R

R. RISER

RAD. RADIUS

R.D. ROOF DRAIN

REF. REFERENCE

REFR. REFRIGERATOR

REG. REGISTER

REINF. REINFORCE

RESIL. RESILIENT

RM. ROOM

R.O. ROUGH OPENING

REQ'D. REQUIRED

S

S. SOUTH

S.C. SOLID CORE

S.C.D. SEAT COVER DISPENSER

SCHED. SCHEDULE

S.D. SOAP DISH OR STORM DRAIN

SECT. SECTION

S.F. SQUARE FEET

SHWR. SHOWER

SHT. SHEET

SIM. SIMILAR

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

SPEC. SPECIFICATION

SPEC'D. SPECIFIED

SPECS. SPECIFICATIONS

SQ. SQUARE

S.S. SANITARY SEWER/

STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STR. STAIR

STRUC. STRUCTURAL

STM. SWR. STORM SEWER

SUSP. SUSPENDED

SWR. SEWER

SW. SWITCH

SYM. SYMETRICAL

T

T.P.D. TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

T.B. TOWEL BAR

TEL. TELEPHONE

TER. TERRAZZO

THK. THICK

T.O.C. TOP OF CURB

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PAVEMENT

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

TRD. TREAD

TRTD. TREATED

TV. TELEVISION

TYP. TYPICAL

U

U.G. UNDERGROUND

U.N.O. UNLESS NOTED OTHERWISE

UNFIN. UNFINISHED

UTIL. UTILITY

V

VENT. VENTILATION

V.T.R. VENT THRU ROOF

VEST. VESTIBULE

W

W. WEST

W/ WITH

W.C. WATER CLOSET

W.H. WATER HEATER

WD. WOOD

WDW. WINDOW

W/O WITHOUT

WP. WATERPROOF

WSCT. WAINSCOT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

E5.02 ELECTRICAL DETAILS

E1.01 UNDERGROUND POWER PLAN

E2.01-A YARD POWER PLAN - ALTERNATE

BASE BID:

PROVIDE AND INSTALL NEW STAND-BY GENERATOR AND TRANSFER

SWITCHES. INSTALL ON NEW CONCRETE PAD. PROVIDE AND INSTALL

NEW ENCLOSIRE AND GATES AS DEPICTED ON THE DRAWINGS AND

SPECIFICATIONS.

BID ALTERNATE NO. 1:

DUAL DOCKING STATION CAPABLE OF LOAD BANKING AND

CONNECTIONG PORTABLE GENERATOR SIMULTANEOUSLY.

E2.01 YARD POWER PLAN

E5.01 ELECTRICAL DETAILS

E6.01 ELECTRICAL SCHEDULES

E1.01-A UNDERGROUND POWER PLAN - ALTERNATE

E7.01 ELECTRICAL ONE-LINE DIAGRAM

STRUCTURAL SHEETS

S-1 SITE PLAN GENERATOR

S-2 GENERATOR PAD DETAILS

REVISION

MK DATE DESCRIPTION

E8.01 ELECTRICAL SECTIONS

E6.01-A ELECTRICAL SCHED - ALTERNATE

E7.01-A ELECTRICAL ONE-LINE - ALTERNATE

E8.01-A ELECTRICAL SECTIONS - ALTERNATE

EXISTING DPS BUILDING

EXISTING

BUILDING

EXISTING

SHED

CHRISTIE STREET

S.

J

O H

N R

ED

D

IT

T

D R

IV

E

MOTT ROAD

GRAVEL PARKING AREA

CONCRETE PAVING

EXISTING

SHED

EXISTING

SHED

CONCRETE PAVING

1" = 20'-0"01 OVERALL SITE PLAN

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10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

ISSUE

MK DATE DESCRIPTION

CD 3/15/24 35 % DESIGN SUBMISSION

4/9/24 UPDATED 35% SUBMISSION

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JUNE 10, 2024

2809 S. REDDITT DRIVE

LUFKIN, TX 75904

ARCHITECTURAL SITE PLAN

A0.00

EXIST CONC. CURB

PROPERTY LINE

APPROXIMATE

LOCATION OF EXISTING

STORM SEWER LINE

APPROXIMATE

LOCATION OF EXISTING

UNDERGROUND

PRIMARY POWER LINES

APPROXIMATE

LOCATION OF EXISTING

UNDERGROUND

SECONDARY POWER

LINES

EXISTING TRANSFER SWITCHEXISTING METER BOX

EXISTING

FACE OF CURB

CANOPY

STORAGE BUILDING

DPS STATION BUILDING

8' CHAIN LINK GATE

RE: 05/A2.00

8' CHAIN LINK GATE

RE: 05/A2.00

4' CHAIN LINK GATE

RE: 05/A2.0

NOTE: GATE MUST

OPEN 180 DEGREES

GATE BOTTOM

SHALL BE 4" CLEAR

ABOVE PAVING TO

ALLOW FOR CABLES

PERMANENT

BOLLARD

REMOVABLE BOLLARD

RE: 01/A2.00

REMOVABLE BOLLARD

RE: 01/A2.00

REMOVABLE BOLLARD

RE: 01/A2.00

REMOVABLE

BOLLARD

RE: 01/A2.00

DUAL DOCKING

STATION

GENSET

6' CHAIN LINK FENCE

MAINTENANCE

PLATFORM W/

RAILING

26' - 0

12' - 6"

EXISTING CONCRETE PAVING

EXISTING

BUILDING

CLEAR

3' - 0

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10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

ISSUE

MK DATE DESCRIPTION

CD 3/15/24 35 % DESIGN SUBMISSION

4/9/24 UPDATED 35% SUBMISSION

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2809 S. REDDITT DRIVE

LUFKIN, TX 75904

ENLARGED PLAN AT GENERATOR

A1.00

1/4" = 1'-0"1 ENLARGED GENERATOR SITE PLAN

5" SCHEDULE 40 GALV. STEEL PIPE

SLEEVE W/ CAPPED BOTTOM

4 1/2" DIA. SCHEDULE 40 GALV. STEEL

BOLLARD- PAINT OSHA YELLOW

DOMED GALV. STEEL CAP- PAINTED

3/4" PVC WEEP DRAIN

SCREEN TYP AT WEEP

GUARD POST LOCK, RE: DETAIL "A"

BELOW

2" x 2" x 1/4" GALV. STEEL

ANGLE WELDED PIPE

2" x 1" x 1/4" GALV.

STEEL ANGLE

WELDED TO SLEEVE

1/2" DIA. HOLE FOR

PADLOCK BY OTHERS

DETAIL A

6" CONCRETE AROUND SIDE AND

BOTTOM OF PIPE BOLLARD - SLOPE

TOP OF CONC. FOR DRAINAGE

PAVING EXPANSION JOINT

CONCRETE PAVING

4 #3 BARS VERTICAL w/ 3 #3

REBAR WRAPS AT TOP,

MIDDLE, AND BOTTOM

BASE AND

COMPACTED

EARTH AS

REQUIRED

ELSEWHERE

1' - 6"

2'- 6"

T O

M

AT

CH

E

XI

ST

IN

G.

F .V

2'

- 0

6"

3/ 4"

ELEVATION SECTION

CONCRETE PAD

CHAIN LINK. FENCE

FABRIC

M

AX

. 4

6' -0

" S

CH

ED

UL

ED

F

EN

CE

H

EI

GH

T

TO

M

AT

CH

E

XI

ST

IN

G

3" ∅ GALV. STEEL FENCE

LINE POSTS W/ CAP AT 8' - 0"

O.C. MAX.

2 1/2" ∅ GALV. STEEL TOP

AND CENTER RAIL

NOTE:

PROVIDE 4" DIAMETER

POSTS AT CORNERS

GALV. TENSION WIRE

MIN. 3"

1'

- 0

6'

- 0

2' - 0" 3' - 0"

GENERATOR FUEL TANK

GENERATOR

PLATFORM BY GENERATOR MANF.

OR APPROVED SUBSTITUTION

SAFETY RAILING

CONCRETE PAD

REFER TO STRUCTURAL

EXISTING CONC. PAVING

DRILL 5/8" DIAMETER

HOLE INTO EXISTING

PAVING TO A DEPTH OF

8" AT 16" O.C.

3- #3's CONT.

6" COMPACTED FILL

MATERIAL OR LIME

STABILIZED SUBGRADE

#4'S AT 16" O.C. EACH WAY

NEW CONCRETE PAD

3/4" EXPANSION JOINT MATERIAL

(REDWOOD OR ASPHALTIC RESIN)

WITH REMOVEABLE 3/4" CAP FOR

APPLICATION OF TRAFFIC BEARING

SEALANT

PROVIDE BOND BREAKER TAPE FOR

REDWOOD JOINT

20" LONG #4'S AT 16" O.C.

PROOF ROLLED/COMPACTED

SUBGRADE

" F

.V

5"

THICKEN CONCRETE AT

EXISTING PAVING EDGE

4" ∅ GALV. STEEL GATE

POSTS W/ CAP

2 1/2" ∅ GALV. STEEL

GATE FRAME

2" ∅ GALV. STEEL

CROSS BRACES

LOCK KEEPER

1" PLUMB ROD AND

GUIDE

PIPE SLEEVE PLUNGER

CATCH

CONCRETE PAVING

4" M

AX

SC

HE

DU

LE

D

FE

NC

E

HE

IG

HT

REF. TO PLAN REF. TO PLAN

CL

4" M

AX

CHAIN LINK FENCE

FABRIC

3 PAIR OF HINGES

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10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

ISSUE

MK DATE DESCRIPTION

CD 3/15/24 35 % DESIGN SUBMISSION

4/9/24 UPDATED 35% SUBMISSION

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2809 S. REDDITT DRIVE

LUFKIN, TX 75904

DETAILS

A2.00

3/4" = 1'-0"01 SITE BOLLARD, TYP.

1/2" = 1'-0"03 CHAIN LINK FENCE DETAIL

1 1/2" = 1'-0"02 NEW PAVING DETAIL

1/2" = 1'-0"05 CHAIN LINK GATE DETAIL

S T R U C T U R A L G E N E R A L N O T E S

I. COORDINATION

A. It is the responsibility of the General Contractor to obtain all Contract Documents and Addenda and to submit such documents to all sub contractors and material suppliers prior to the submittal of shop drawings, fabrication of any structural members, and construction.

B. The General Contractor shall compare the Architectural, Structural, Mechanical, Electrical, Plumbing, and other series drawings and report any discrepancies between each set of drawings and within each set of drawings prior to fabrication and installation of any structural members.

C. Only larger sleeve openings and framed openings in structural framing component members are indicated on the Structural Drawings. However, all sleeves, inserts and openings, including frames and/or sleeves shall be provided for passage, provision and/or incorporation of the work of the contract, including but not limited to Mechanical, Electrical and Plumbing work. This work shall include the coordination of sizes, alignment, dimensions, position, locations, elevations and grades as required to serve the intended purpose. Openings not indicated on the Structural Drawings, but required as noted above, shall be submitted to the Engineer for review.

D. Refer to Architectural, Mechanical, Electrical and Plumbing drawings for floor elevations, slopes, drains and location of depressed and elevated floor areas.

E. Compatibility of the structure and provisions for building equipment supported on or from structural components shall be verified as to size, dimensions, clearances, accessibility, weights and reaction with the equipment for which the structure has been designed prior to submission of shop drawings and data for each piece of equipment and for structural components. Differences shall be noted on the submittals.

F. Shop drawings shall be prepared for all structural items and submitted for review by the Engineer. Contract Drawings shall not be reproduced and used as shop drawings. All items deviating from the Contract Drawings or from previously submitted shop drawings shall be clouded.

G. The details designated as "Typical Details" apply generally to the Drawings in all areas where conditions are similar to those described in the details.

H. All dimensions and conditions of existing construction shall be verified at the job site prior to the preparation of shop drawings. Differences between existing construction and that shown on the Drawings shall be referred to the Architect/Engineer in writing. Differences shall also be clouded on the shop drawings.

I. All structural elements of the project have been designed by the Structural Engineer to resist the required code vertical and lateral forces that could occur in the final completed structure only. It is the responsibility of the Contractor to provide all required bracing during construction to maintain the stability and safety of all structural elements during the construction process until the lateral-load resisting or stability-providing system is completely installed and the structure is completely tied together.

J. Where conflict exists among the various parts of the structural contract documents, structural drawings, general notes, and specifications, the strictest requirements, as indicated by the Engineer, shall govern.

K. Any drawing scale noted on drawings is for reference only. The Contractor shall not measure drawings based on scale and appearance in order to determine information not shown. If information is not shown, the Contractor shall request it from the design team.

L. Periodic site observation by field representatives of Garza + McLain Structural Engineers, Inc. is solely for the purpose of determining if the Work is proceeding in accordance with the Structural Contract Documents. This limited site observation is not intended to be a check of the quality or quantity of the Work, but rather a periodic check in an effort to inform the Owner against defects and deficiencies in the work of the Contractor.

II. SUBSTITUTIONS

All requests for substitutions of materials or details shown in the contract documents shall be submitted for approval during the bidding period. Once bids are accepted, proposed substitutions will be considered only when they are officially submitted with an identified savings to be deducted from the contract and/or schedule impact and the material or product has been approved by the International Code Council Evaluation Service (ICCES) and the ICCES report are included in the request. Submittals not satisfying the above criteria will not be considered.

III. MAINTENANCE STATEMENT

All structures require periodic maintenance to extend life span and to insure structural integrity from exposure to the environment. A planned program of maintenance shall be established by the building owner. This program shall include such items as but not limited to painting of structural steel, protective coating for concrete, sealants, caulked joints, expansion joints, control joints, spalls and cracks in concrete, and pressure washing of exposed structural elements exposed to a salt environment or other harsh chemicals.

IV. CODES

A. The General Building Code used as the basis for the structural design is as follows:

1. International Building Code, 2018 Edition, with City of Houston Amendments.

B. Structural Concrete: Building Code Requirements for Reinforced Concrete, American Concrete Institute, ACI 318.

V. DESIGN LOADS

A. Dead Loads include the self weight of the structural elements and the following superimposed loads:

1. Generator weight 38,000 lbs

B. Live Loads

OCCUPANCY OR USE UNIFORM CONCENTRATED

(psf) (lbs.)

1. Platform 100 2000

C. Wind loads The foundation for the generator was designed for the following wind load criteria:

1. Basic Wind Speed (Vult.) 125 mph

2. Exposure C

3. Risk Category III

D. Stair Rails: The handrails and supporting structure shall be capable of withstanding a 200 pound load applied in any direction at any point on the rail

E. The Concentrated Load for Stair Treads: The individual stair treads shall be designed to support a 300 pound concentrated load placed in a position, which would cause maximum stress.

F. Handrails and guards: Handrail assemblies and guards shall be designed for the following conditions:

1. Handrail assemblies and guards shall be designed to resist a load of 50 pound/ft applied in any direction at the top rail and to transfer this load through the supports to the structure.

2. Handrail assemblies and guards shall be able to resist a single concentrated load of 200 pounds, applied in any direction at any point along the top rail. The railing shall have attachment devices to adequately anchor to the supporting structure. This load need not act concurrently with the load specified in section 1 above.

3. Components: Intermediate rails (all those except the handrail), balusters, and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 sq foot including openings and space between rails.

Reactions from this loading are not required to be superimposed with sections 1 and 2 above.

4. When allowed by the Building Code, allowable stresses in handrails and guards and their attachments can be increased by one-third.

VI. SUBMITTALS

A. Shop drawings shall be prepared for all structural items and submitted for review by the Engineer. Contract Drawings shall not be reproduced and used as shop drawings. All items deviating from the Contract Drawings or from previously submitted shop drawings shall be clouded.

B. The contractor shall review shop drawings for compliance with the contract documents and shall certify that he has done so by a stamp noting that the drawings have been "Approved" and which bears the signature (or initials) of an authorized representative of the contractor and the date. Submittals which do not reflect the contractor's approval, signature and date will be returned without review.

C. The contractor shall be responsible for delays caused by rejection of inadequate shop drawings.

D. Where review and return of shop drawings is required or requested, the engineer will review each submittal and, where possible, return within two weeks of receipt.

E. Corrections or comments on shop drawings or manufacturer's data sheets do not relieve the contractor from compliance with requirements of the plans and specifications. The engineer's review is for general conformance with the requirements of the contract documents. The contractor is responsible for confirming and correcting all quantities and dimensions, selecting fabrication processes and techniques of construction, and coordinating his work with that of all other contractors.

F. The contractor shall not scale structural drawings to obtain measurements not directly called out by notation hereon. The contractor shall verify all dimensions with the design team prior to preparing shop drawings.

G. General Contractor shall submit electronic copies of all submttals using a mutually agreeable method of transmission. Review time will begin upon successful receipt of the submittals by the Engineer. Engineer will review, comment and return electronic copies of the submittal with review comments. The Engineer's review is not a quality control for the General Contractor. If it is agreed that hard copies of the submittal will be reviewed, The contractor shall submit a maximum of 4 bond copies. The Engineer will review, comment, and retain one copy of each submittal and transfer comments onto the remaining bond copies for distribution to architect, owner, and contractor. Additional copies submitted will not have comments transferred to them. General Contractor will be responsible for providing and distributing Engineers comments to their subcontractors.

H. Submittal List and Schedule - The General Contractor shall prepare a detailed list and schedule of all submittal items to be sent to the Structural Engineer prior to the start of construction. This list shall be updated and revised and kept current as the job progresses. The submittal list shall be organized as shown below:

1. Shop Drawings.

2. Manufacturer's literature for products, assemblies and hardware.

3. Products, assemblies, and hardware.

4. Product certifications, mill certificates and affidavits.

5. Design calculations.

I. Shop Drawings:

1. The General Contractor shall submit for Engineer review shop drawings for the following items:

Concrete Work (Division 3)

a. Concrete Mix Designs including ACI 318 required Test Data.

b. Reinforcing Steel including bar bending schedules.

c. Embedded Items (Plates, Angles, Bolts, etc) or Items attached to the structural frame for building cladding attachment or for attachment of other items. (#)

d. Epoxy Products.

e. Concrete Anchors.

f. Concrete Accessories (Curing Compounds, Sealers, Hardeners, etc).

Miscellaneous

a. Generator cut sheet

Items marked (*) shall have drawings sealed by a registered engineer in the state where the project is located. Items marked (#) shall be submitted to Engineer for Owner's record only and will not have the Engineer's shop drawing stamp affixed.

2. All shop drawings must be reviewed and sealed by the General Contractor prior to submittal.

3. Contractor shall submit one set of sepias and two sets of blueline prints for all shop drawings specified to be returned by the Engineer.

4. The omission from the shop drawings of any material required by the Contract Documents to be furnished shall not relieve the Contractor of the responsibility of furnishing and installing such materials, regardless of whether the shop drawings have been reviewed and approved.

J. Manufacturers Literature - Submit two copies of manufacturer's literature for all materials and products used in the construction of the project.

Items marked thus (#) shall be submitted for owner's record only.

K. Reproduction - The use of reproductions of these contract documents by an contractor, subcontractor, erector, fabricator, or material supplier in lieu of preparation of shop drawings signifies his acceptance of all information shown hereon as correct, and obligates himself to any job expense, real or implied, arising due to any errors that may occur hereon.

VII. TESTING LABORATORY SERVICES

A. Work specified herein shall be performed by a qualified Independent Testing Laboratory, selected and paid by the Owner. The Contractor shall be responsible for notifying the Independent Testing Laboratory at least 24 hours of advance of materials that require testing. The contractor shall pay for all retests of materials not meeting the requirements in the Contract Documents. Reports of each Test shall be prepared by the Independent Testing Laboratory and submitted promptly to the Owner, Contractor, Architect, and Engineer. Items found not to comply with the Construction Documents shall be brought to the immediate attention of the Contractor and Architect/ Engineer for resolution.

B. Earthwork operation:

1. Analyze backfill samples delivered by the contractor to determine compliance with gradation and quality requirements of the geotechnical report.

2. Make in place compaction tests for moisture content, moisture density relationship, and density of materials in place. Perform one test for each 5000 square feet of area per lift.

C. Concrete inspection and testing:

1. Secure composite samples of concrete at the jobsite in accordance with ASTM C172.

2. Mold and cure four specimens from each sample in accordance with ASTM C31. Test specimens in accordance with ASTM C39 for each pour of concrete.

3. Perform one strength test (four cylinders) for each 100 cubic yards of fraction thereof, of each mix design placed in one day. Test one cylinder @ 7 days, 2 @ 28 days, and hold one for 56 days (test only if 28 day strength is low.)

4. Make one slump test for each set of cylinders following the procedural requirements of ASTM C143 and C172.

5. Determine total air content of air entrained concrete in accordance with ASTM C231.

Perform one test for each strength test.

D. Concrete Reinforcement: Inspect all concrete reinforcing steel and embedded metal assemblies prior to placement of concrete for compliance with Contract Documents and shop drawings. All instances of non-compliance shall be immediately brought to the attention of the contractor for correction, and if uncorrected, reported to the engineer.

E. Special Inspections: Special Inspections shall be performed in accordance with Chapter 17 of the 2018 IBC by a Special Inspector hired by the Owner to perform the Special Inspections listed below. The Special Inspector shall be qualified by an approved agency according to the City to perform the special inspections for which they will be undertaking. The Contractor shall coordinate with and notify the Special Inspector of all tests. The Special Inspector shall be responsible to verify that the items detailed in the Construction Documents were built accordingly and shall prepare, sign, and submit reports to the Registered Design Professional (RDPiRC) in Responsible Charge for all time spent at the site and shall notify the General Contractor responsible for the quality of the Project of the non-complying items. These Special inspections are in addition to other listed in these Structural Notes or Project Specifications.

1. Soils:

a. Site preparation:

i. Prior to placement of approved fill, it shall be determined that the site has been prepared in accordance with the construction documents and the approved soils report.

b. During fill placement:

i. During placement and compaction, it shall be determined that the material being used and the maximum lift thickness are in accordance with the construction documents and the approved soils report.

c. Evaluation of in-place density:

i. Verify that the in-placed density of the compacted fill is in accordance with the construction documents and the approved soils report. This verification shall be at the intervals defined in the project specifications.

2. Concrete Construction

a. Continuous inspection of reinforcing steel, including prestressing tendons, and placement

b. Continuous inspection of embedded structural items installed in concrete prior to and during placement of concrete

c. Continuous verification of use of approved concrete design mix and that the mix is not altered at the site (excluding the addition of any mixing water withheld at the plant).

d. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete

e. Continuous inspection of concrete and shotcrete placement for proper application techniques

f. Periodic inspection for maintenance of specified curing temperature and techniques

g. Continuous inspection of post-tensioned concrete including:

i. Stressing of strands

ii. Grouting of conduit for bonded post-tensioned systems

h. Periodic inspection of the erection of precast concrete members

i. Continuous verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs

VIII. CAST IN PLACE CONCRETE

A. CLASSES OF CONCRETE:

All concrete shall conform to the requirements as specified in the table below unless noted otherwise on the drawings:

Concrete Mix Schedule:

Conc. Strength Agg. Agg. Slump Max.

Class psi Type Size Inches w/c Notes

A 3000 NWT 1 1/2" 4-6 ---

a) "NWT" refers to normal concrete having air dry unit weight of approximately 145 PCF (ASTM 33 aggregate).

b) "LWT" refers to light weight concrete having a dry unit weight of approximately 120 PCF

c) Where w/c ratio is not indicated in the Concrete Mix Schedule, it shall be as necessary to meet strength requirements.

d) Where the w/c ratio is shown, it shall be adhered to regardless of strength requirements.

e) "Strength" is required compressive cylinder strength at an age of 28 days.

Mix Usage Schedule:

Concrete Air Description of Use Class Content All Concrete A ------

B. Maximum shrinkage of the concrete shall be 0.03% at 28 days as determined by

ASTM C157.

C. Foundation can have up to 25% fly ash replacement.

D. No fly ash allowed in exposed concrete.

E. Provide 5 percent plus or minus 1 1/2 percent of entrained air in concrete permanently exposed to the weather and elsewhere at the contractors option.

F. Horizontal construction joints in concrete pours shall be permitted only where indicated on the drawings. All vertical construction joints shall be made in the center of spans in accordance with the typical details. Contractor shall submit proposed locations for construction joints not shown on drawings for review by the Architect and Structural Engineer. Additional construction joints may require additional reinforcing as specified by the Engineer which shall be provided by the contractor at no additional cost to the owner.

G. Embedded conduits, pipes, and sleeves shall meet the requirements of ACI 318-95, Section 6.3, including the following:

1. Conduits and pipes embedded within a slab, wall, or beam (other than those passing through) shall not be larger in outside dimension than 1/3 the overall thickness of the slab, wall or beam in which they are embedded.

2. Conduits, pipes and sleeves shall not be spaced closer than three diameters or widths on center.

H. Grout below structural steel base plates and tilt-wall panels shall be non-metallic, non-shrink grout with a minimum strength of 6000 psi.

I. Submittal: Submit proposed mix designs in accordance with ACI 301, chapter 3.9.

Each proposed mix design shall be accompanied by a record of past performance based on at least 30 consecutive strength tests, or by three laboratory trial mixtures with confirmation tests.

IX. CONCRETE REINFORCING

A. Concrete reinforcement for the project shall conform to the following:

1. All Reinforcing Steel shall be ASTM A615, Grade 60 unless noted otherwise in the drawings or these notes.

2. Welded Reinforcing Steel. Provide reinforcing steel conforming to ASTM A706.

3. Deformed Bar Anchors. ASTM A496 minimum yield strength 70,000 PSI as noted on the drawings. Reinforcing bars shall not be substituted for deformed bar anchors.

4. Welded wire reinforcement. Welded smooth wire reinforcement, ASTM A 185, yield strength 65,000 PSI where noted on the drawings. Welded deformed wire reinforcement, ASTM A 497, yield strength 70,000 PSI where noted on the drawings.

Welded wire reinforcement to be provided in flat sheets.

5. Fibrous Reinforcement. Polypropylene fibrillated fiber specifically manufactured for use as concrete reinforcement and added to concrete mix according to manufacturer's instructions and recommended dosages shall be used in composite slabs or as otherwise noted on the drawings.

B. Detailing of reinforcing steel shall conform to the American Concrete Institute 315 Detailing Manual and all hooks and bends in reinforcing bars shall conform to ACI detailing standards unless shown otherwise.

C. Placement of Welded Wire Reinforcement Wherever welded wire reinforcement is specified as reinforcement, it shall be continuous across the entire concrete surface and not interrupted by beams or girders and properly lapped one cross wire spacing plus 2".

D. Reinforcement in Topping Slabs Provide welded smooth wire reinforcement minimum 6x6W2.9xW2.9 in all topping slabs unless specified otherwise on the drawings.

E. Reinforcement in Housekeeping Pads Provide welded smooth wire reinforcement 6x6xW2.9xW2.9 minimum in all housekeeping pads supporting mechanical equipment whether shown on the drawings or not unless heavier reinforcement is called for on the drawings.

F. In unscheduled grade beams, walls, and slabs, detail reinforcing as follows:

1. Class A Lap beam top reinforcing bars at mid span.

2. Class A Lap beam bottom reinforcing bars at the supports.

3. Provide Class B lap at other location pending Engineer's approval.

4. Provide standard hooks in top bars at cantilever and discontinuous ends of beams, walls and slabs.

5. Provide corner bars for all horizontal bars at the inside and outside faces of intersecting beams or walls. Corner bars are not required if horizontal bars are hooked.

6. Provide 2-#4 diagonal bars at all slab re-entrant corners placed under the top mat of steel.

G. Welding of reinforcing steel will not be permitted unless specifically shown on drawings.

H. Heat shall not be used in the fabrication or installation of reinforcement.

I. Reinforcing steel clear cover shall be as follows:

1. Earth-Formed Grade Beams 1 1/2" top, 3" sides, 3" bottom

2. Slab-On-Grade 2" top

"Exterior Exposure" refers to concrete exposed to earth or weather.

J. Before placing and again before concrete is placed, clean reinforcement of loose rust and mill scale, earth, ice, mud, and other materials which reduce or destroy bond with concrete. Thoroughly clean all loose material from below reinforcing steel to provide adequate cover.

K. Submittals: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement. Comply with ACI 315 for all detailing. Submit panel reinforcing steel and embed plates.

L

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90224

ANTHONY WAYNE McLAIN

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10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT

NUMBER:

DRAWN

BY:

ISSUE

DATE:

ADDRES

S:

ISSU

MK DATE DESCRIPTION

24010

KP

OCTOBER 7, 2022

(281) 494-1234 (fax)

(281) 494-1230 (voice) Sugar Land, Texas 77478 13313 Southwest Freeway, Suite 163

JOB NO. : 240072

FIRM NO. : F-9331

EXPIRATION: 5-31-2024

STRUCTURAL ENGINEERS, INC.

Garza + McLain

06/10/24 CONSTRUCTION

N E W

B A C K U P

G E N E R A T O R

L U F K

IN

D P S

S T A T

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2809 S. REDDITT DRIVE

LUFKIN, TX 75904

STRUCTURAL GENERAL NOTES

S0.01

8' CHAIN LINK GATE

RE: 05/A2.00

8' CHAIN LINK GATE

RE: 05/A2.00

REMOVABLE BOLLARD

RE: 01/A2.00

REMOVABLE BOLLARD

RE: 01/A2.00

REMOVABLE BOLLARD

RE: 01/A2.00

GENSET

6' CHAIN LINK FENCE

MAINTENANCE

PLATFORM W/

RAILING

NEW

5'-0

" S

ID

EW

ALK

26' -

0"

17' -

6" 12' -

6"

5' -0"

COMPACTED SUBGRADE

TO 95% STD PROCTOR

EQUIPMENT CONNECTION

PER MANUFACTURER

#4@12"O.C. EACH

WAY (TOP AND

BOTTOM)

(4) - #5 CONT. (2T AND 2B)

WITH #3 TIES @ 18"O.C.

HOUSEKEEPING

PAD AS REQUIRED

BY ELECTRICAL

ENGINEER, SEE

TYPICAL DETAIL

3S1.11 FOR REINF.

(M

IN

COORDINATE W/ EQUIPMENT

SEE

ELECTRICAL

T.O. PAD

1' - 0" 1' - 0"

SEE PLAN

HOUSEKEEPING PAD

REINFORCING SCHEDULE

NOTES:

1. GENERAL CONRACTOR TO DETERMINE REQUIREMENTS FOR

HOUSEKEEPING PADS OVER STRUCTURAL SLABS AND PROVIDE WHERE

REQUIRED WHETHER SHOWN ON DRAWINGS OR NOT. COORDINATE

DIMENSIONS AND OTHER SPECIAL REQUIREMENTS WITH EQUIPMENT.

2. SEE ARCHITECTURAL, STRUCTURAL, OR MEP DRAWINGS FOR

HOUSEKEEPING PAD PLAN DIMENSIONS AND THICKNESS (4" MINIMUM

THICKNESS).

NONE

NONE

#4@12"EW

#3@18"EW

#4@12"EW

#4@12"EW

4"x4" W5.5xW5.5

4x4 W4xW4

13"-16"

9"-12"

7"-8"

4"-6"

BOTTOM

REINFORCING

TOP

REINFORCING

t, PAD

THICKNESS

3/4" CHAMFER (TYP.)

BOT. REINFORCEMENT

WHERE SCHEDULED

TOP REINFORCEMENT,

SEE SCHEDULE

2'-0"

(1) - #4 CONTINUOUS

AT PERIMETER WITH

(1) - #4 x 4'-0" AT

EXTERIOR CORNERS

AND (1)-#4 x 4'-0"

DIAGONAL AT

INTERIOR CORNERS

2" C

LR

FIN. FLOOR

t

C O

V E

R

/4

C L E

A R

SEE NOTE 2

26' - 0"

12' - 6"

PLAN NOTES:

1. THE CONTRACTOR SHALL FIELD VERFIY AND/OR DETERMINE ALL EXISTING

DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS AND DRAWINGS. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY

DISCREPANCIES OR SPECIAL CONDITIONS FOR WHICH DETAILS FOR NEW

CONSTRUCTION HAVE NOT BEEN PROVIDED PRIOR TO PROCEEDING WITH THE

WORK, NO EXCEPTIONS.

2. BASED UPON ACTUAL FILED CONDITIONS ENCOUNTERED AT THE JOB SITE,

ADDITIONAL NEW FRAMING OR MODIFICATIONS TO EITHER THE NEW OR EXISTING

FRAMING SHOWN MAY BE REQUIRED AS DIRECTED BY THE ARCHITECT OR

ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED BY

THE SUB-CONTRACTORS AND MATERIAL SUPPLIERS BASED UPON ACTUAL FIELD

MEASUREMENTS AND DETERMINATION OF EXISTING CONDITIONS AT THE JOB

SITE. THIS INFORMATION SHALL BE INDICATED ON THE SHOP DRAWINGS

SUBMITTED FOR REVIEW TO THE ARCHITECT AND ENGINEER, NO EXCEPTIONS.

3. NOTATION THUS: F.V. INDICATES DIMENSION TO BE FIELD VERIFIED.

4. DESIGN ASSUMES ALL EXISTING WORK (EXCEPT SECOND LEVEL BALCONY) IS IN

GOOD CONDITION AND FREE FROM DAMAGE (ROT, RUST, TERMITES, SPLITS,

CRACKS, CONCRETE SPALLS, ETC). SECOND LEVEL BALCONY HAS SUSTAINED

SUBTANTIAL WOOD DAMAGE AND IS TO BE REPLACED IN THIS SCOPE OF

WORK. GC TO REVIEW EXISTING WORK IN AREAS UNCOVERED OR BELOW LOAD

BEARING WALLS PRIOR TO STARTING WORK AND NOTIFY ENGINEER OF ANY

ADDITIONAL ISSUES.

5. COORDINATE EXACT EQUIPMENT LOCATION WITH ELECTRICAL DRAWINGS.

6. TAKE CARE DURING EXCAVATION TO AVOID DAMAGING EXISTING UTILITIES.

S1.11

S1.11

S1.11

S1.11

S1.11

6" THICK SLAB-ON-GRADE

REINF WITH #3@12"O.C.

E.W. (3" CLEAR BOTTOM)

OUTSIDE OF GENERATOR

S

LO

P E

D O

W N

1/8": 17

2 - #4 x 4'-0" LONG

DIAGONAL BARS

100KW GENERATOR WITH

FUEL TANK AND ENCLOSED

(10,000 lbs)

WALKWAY PLATFORM BY

GENERATOR PROVIDER

DESIGNED FOR CODE MIN

LOADING AND SERVICE

REQUIREMENTS

8" THICK SLAB-ON-GRADE

REINF WITH #4@12"O.C.

E.W. (CENTERED IN SLAB)

UNDER GENERATOR

SEE CIVIL FOR

6' - 0"

14' - 0"

6' - 0"

4' - 8 1/2"

4' - 4"

3' - 5 1/2"

V A

R

IE

S S

E E

N O

T E

6" 8" 6"

(TYP)

3" CLR

(T Y

P

C L R

SEE PLAN

FOR SLAB

SEE PLAN FOR

SLAB THICKNESS

AND REINF

COMPACTED SELECT

FILL, SEE NOTE 2

CONT 2x4 KEY (T & B)

BRACE WALL UNTIL

SLAB HAS ACHIEVED

75% OF 28 DAY

CONCRETE

STRENGTH

#4@12"O.C. HORIZ. PROVIDE

#4 x CORNER BARS

2'-0"

#5@12"O.C. VERT.

STD 90° HOOK

#4@12"O.C.

EXISTING

GRADE

#4 x @12"O.C.

WITH #4 CONT

2'-0"

NOTES:

1. DESIGN IS BASED ON MAX HEIGHT ABOVE EXISTING GRADE.

NOTIFY EOR IF HEIGHT EXCEEDS 5'-0".

2. SELECT FILL SHALL BE LEAN SANDY LAY WITH A LL < 35 AND

PI BETWEEN 10 AND 20. COMPACT IN 8" MAX LOOSE LIFTS TO

95% OF STANDARD PROCTOR DENSITY. REMOVE EXISTING

SOIL DOWN AST LEAST 8", COMPACT SUBGRADE TO 95% STD

PROCTOR DENSITY, AND REMOVE AND REPLACE AMY LOOSE

SPOTSS WITH COMPACTED SELECT FILL.

COMPACTED SUBGRADE

TO 95% STD PROCTOR

DENSITY

1' - 0"

COMPACTED

SELECT FILL

SEE PLAN FOR

SLAB THICKNESS

AND REINF

1/2"Øx2'-0" LONG

SMOOTH BAR DOWEL

WITH PLASTIC CAP

@ 18"O.C.

SEE ARCH'L

FOR SIDEWALK

#4 x @12"O.C.

WITH (3)-#4 CONT

NOTES:

1. DESIGN IS BASED ON MAX HEIGHT ABOVE EXISTING GRADE.

NOTIFY EOR IF HEIGHT EXCEEDS 5'-0".

2. SELECT FILL SHALL BE LEAN SANDY LAY WITH A LL < 35 AND

PI BETWEEN 10 AND 20. COMPACT IN 8" MAX LOOSE LIFTS TO

95% OF STANDARD PROCTOR DENSITY.

SLOPE

DOWN

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90224

ANTHONY WAYNE McLAIN

T

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NS

R P

O F

S

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT

NUMBER:

DRAWN

BY:

ISSUE

DATE:

ADDRES

S:

ISSU

MK DATE DESCRIPTION

24010

KP

OCTOBER 7, 2022

(281) 494-1234 (fax)

(281) 494-1230 (voice) Sugar Land, Texas 77478 13313 Southwest Freeway, Suite 163

JOB NO. : 240072

FIRM NO. : F-9331

EXPIRATION: 5-31-2024

STRUCTURAL ENGINEERS, INC.

Garza + McLain

06/10/24 CONSTRUCTION

N E W

B A C K U P

G E N E R A T O R

L U F K

IN

D P S

S T A T

IO

N

2809 S. REDDITT DRIVE

LUFKIN, TX 75904

FOUNDATION PLAN

S1.11

SCALE: 3/4" = 1'-0"

TYPICAL EXTERIOR EQUIPMENT PAD

DETAIL

SCALE: 3/4" = 1'-0"

TYPICAL DETAIL CONCRETE

HOUSEKEEPING PAD OVER STRUCTURAL

SLAB-ON-GRADE

SCALE: 3/8" = 1'-0"

1 FOUNDATION PLAN

SCALE: 3/4" = 1'-0"

4 DETAIL

SCALE: 3/4" = 1'-0"

5 DETAIL

E0.01

ELECTRICAL NOTES

LEGEND & INDEX - BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

E1.01

UNDERGROUND POWER

PLAN - BASE BID

1/4" = 1'-0"

UNDERGROUND POWER PLAN - BASE BID

NORTH

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

B

A

A

1/4" = 1'-0"

YARD POWER PLAN - BASE BID

NORTH

E2.01

YARD POWER PLAN

BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

1/4" = 1'-0"

POWER PLAN - BASE BID

NORTH

E3.01

POWER FLOOR PLAN

BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

E5.01

ELECTRICAL DETAILS

BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

ELECTRICAL DETAILS - BASE BID

E5.02

ELECTRICAL DETAILS

BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

ELECTRICAL DETAILS - BASE BID

E6.01

ELECTRICAL SCHEDULES

BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

ELECTRICAL SCHEDULES - BASE BID

KEYED NOTESGENERAL NOTES

E7.01

ONELINE DIAGRAM

BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

FK

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AF

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

ONELINE DIAGRAM - BASE BID

E8.01

ELECTRICAL SECTIONS

BASE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

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AT

O R

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AR

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PU

BL

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S

AF

ET

Y

20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

SECTIONS - BASE BID

E1.01-A

UNDERGROUND POWER PLAN

BID ALTERNATE

1/4" = 1'-0"

NORTH

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

FK

IN

G

EN

ER

AT

O R

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XA

S D

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AF

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20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

THIS DOCUMENT IS FOR THE

PURPOSE OF DESIGN

DEVELOPMENT, COORDINATION

AND CLIENT REVIEW ONLY,

UNDER THE AUTHORITY OF

THE ENGINEER OF RECORD

FRANK M. TRAKNYAK, P.E.

TEXAS P.E. REGISTRATION

#83540

TRAK ENGINEERING, INC.

#F-9829

THIS DOCUMENT IS NOT

ISSUED FOR BID, PERMIT, OR

CONSTRUCTION.

COPYRIGHT 2020 c

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

UNDERGROUND POWER PLAN - BID ALTERNATE

A

A

NORTH

E2.01-A

YARD POWER PLAN

ALTERNATE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

FK

IN

G

EN

ER

AT

O R

TE

XA

S D

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AR

TM

EN

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O F

PU

BL

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S

AF

ET

Y

20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

YARD POWER PLAN - BID ALTERNATE

1/4" = 1'-0"

E6.01-A

ELECTRICAL SCHEDULES

BID ALTERNATE

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

FK

IN

G

EN

ER

AT

O R

TE

XA

S D

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AR

TM

EN

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PU

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S

AF

ET

Y

20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

ELECTRICAL SCHEDULES - BID ALTERNATE

KEYED NOTESGENERAL NOTES

E7.01-A

ONELINE DIAGRAM

BID ALTERNATE

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

FK

IN

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EN

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AT

O R

TE

XA

S D

EP

AR

TM

EN

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O F

PU

BL

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S

AF

ET

Y

20240209000

CFU

6/10/24

2809 S. JOHN REDDITT DRIVE

LUFKIN, TX 75904

REVISION

MK DATE DESCRIPTION

Trak Engineering, Inc.

1806 Snake River Rd, Suite D Katy, TX 77449 TX Firm Registration # F-9829 Tel: 832.864.0210 Fax: 281.206.7476 www.trakengineering.com

DD 04/09/24 UPDATED 35% SUBMISSION

DD 04/25/24 90% DESIGN SUBMISSION

CD 06/10/24 ISSUE FOR CONSTRUCTION

ONELINE DIAGRAM - BID ALTERNATE

E8.01-A

ELECTRICAL SECTIONS

ALTERNATE BID

10000 RICHMOND AVE.

SUITE 100

HOUSTON, TX 77042

713-629-6100

PROJECT NUMBER:

DRAWN BY:

ISSUE DATE:

ADDRESS:

DD 03/15/24 35% DESIGN SUBMISSION

ISSUE

MK DATE DESCRIPTION

LU

FK

IN

G

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