ESBD_493585_1772569165615_Attachment B - Project Construction Documents - Drawings.pdf

PDF 6 MB Posted Mar 23, 2026

Attached to: Women's Softball Field Turf Replacement
Solicitation number: 734-03022026-KM
Issued by: Johnson County, Beaumont City, Texas

About this file

Written by GovTribe AI · Mar 24, 2026

This is a set of project construction documents and drawings for the Women's Softball Field Turf Replacement project at Lamar University, a component of the Texas State University System located in Beaumont, Texas. The project involves the complete replacement of the artificial turf playing surface at the women's softball field, including associated site improvements such as drainage system upgrades, grading modifications, erosion control measures, and electrical infrastructure updates. The scope encompasses demolition of existing field components, installation of new synthetic turf systems in both green and brown configurations, concrete fence skirting, field drainage improvements with HDPE piping, utility relocations, and custom field markings including home plate, pitcher's plate, and base installations per NCAA standards. The bid set documentation is dated February 24, 2026, and includes civil, electrical, and site detail drawings prepared by The Cannon Corporation with civil engineering support from Fittz & Shipman Inc. and cost estimating services from Project Cost Resources.

The construction documents detail comprehensive site work specifications including grading with a net cut/fill summary of 39.14 cubic yards, approximately 52,312 square feet of green synthetic turf installation for the main field, 3,266 square feet of turf for batting cages, and 3,088 square feet combined for two bullpen areas. Electrical work includes demolition and replacement of underground data conduits ranging from 1 to 4 inches in diameter, new electrical circuits for field lighting poles and scoreboard equipment, installation of a ground-mounted receptacle box with synthetic turf integration near the pitcher's mound, and coordination with existing panelboards (HA, HB, LA, and LB) serving 480/277V and 120/208V systems. Contractor responsibilities emphasize utility coordination with 48-hour advance notification requirements, restoration of disturbed grounds with topsoil and seeding per landscape specifications, protection of existing structures including dugouts and backstop facilities, and compliance with local, state, and federal regulations including OSHA requirements for trench safety and environmental protection standards.

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Other files

File	Type	Posted
ESBD_493585_1774544868419_Addendum #2 734-03022026-KM Women's Softball Turf Replacement.pdf	PDF	Jun 15, 2026
ESBD_493585_1772569283687_Attachment D - Sample CSP Agreement for Delegated Projects 1.28.2022.pdf	PDF	Mar 23, 2026
ESBD_493585_1772569183460_Attachment C - 2022 Uniform General Conditions.pdf	PDF	Mar 23, 2026
ESBD_493585_1773933041027_Pre Proposal Sign In Sheet (Voluntary) 734-03022026-KM .pdf	PDF	Mar 23, 2026
ESBD_493585_1772569116255_Attachment A - Project Manual & Construction Project Div 1 Specifications .pdf	PDF	Mar 23, 2026
ESBD_493585_1772569076192_734-03022026-KM Women's Softball Field Turf Replacement.pdf	PDF	Mar 23, 2026
ESBD_493585_1774275784597_Addendum #1 734-03022026-KM Women's Softball Field Turf Replacement.pdf	PDF	Mar 23, 2026
ESBD_493585_1772569299366_Attachment E - Form - Performance and Payment Bond Form (rev.06.02.2021).pdf	PDF	Mar 23, 2026

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T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

Consultants:

Fittz & Shipman Inc.

Civil Engineering 1405 Cornerstone Ct.

Beaumont, TX 77706

(409) 832-7239

Project Cost Resources Cost Estimating 24285 Katy Fwy, Suite 300 Katy, TX 77494

(254) 331-7362

BALTIMORE BOSTON BUFFALO CHICAGO DALLAS DENVER HOUSTON IRVINE LOS ANGELES MUMBAI NEW

YORK PITTSBURGH PORTLAND SAN DIEGO SEATTLE ST. LOUIS TORONTO WASHINGTON DC

007743.00

1055-1259 E Cardinal Dr, Beaumont, TX 77705

WOMEN'S SOFTBALL FIELD TURF REPLACEMENT

BID SET

02/24/26

LAMAR PROJECT NO. 1722-23

TEXAS STATE UNIVERSITY SYSTEM

BRIAN MCCALL, PH.D., CHANCELLOR

TEXAS STATE UNIVERSITY SYSTEM BOARD

ALAN L. TINSLEY, CHAIRMAN MADISONVILLE

STEPHEN LEE, VICE CHAIRMAN BASTROP

CHARLIE AMATO, REGENT SAN ANTONIO

DUKE AUSTIN, REGENT HOUSTON

SHEILA FASKE, REGENT ROSE CITY

DIONIOIO (DON) FLORES, REGENT EL PASO

RUSSELL GORDY, REGENT HOUSTON

TOM LONG, REGENT FRISCO

WILLIAM F. SCOTT, REGENT NEDERLAND

DONAVAN BROWN, STUDENT REGENT SAN MARCOS

LAMAR UNIVERSITY BOARD

DR. JAMIE R. TAYLOR, PRESIDENT BEAUMONT

MARY WICKLAND, WP FOR OPERATIONS & CFO BEAUMONT

BRETT WELCH, INTERIM PROVOST AND VICE PRESIDENT BEAUMONT

FOR ACADEMIC AFFAIRS

KATHERINE MILLER, AIA, ASSISTANT VICE PRESIDENT, BEAUMONT

PLANNING & CONSTRUCTION

PHILIPPE ARROYAS, ASSISTANT DIRECTOR OF PLANNING BEAUMONT

AND DESIGN, PLANNING AND CONSTRUCTION

3737 Buffalo Speedway Suite 1200

Houston, TX 77098 P: 713.621.2100 F: 713.621.2178

SITE

PLANNED CONSTRUCTION STAGING

PLANNED CONSTRUCTION ACCESS

AUTHORITIES HAVING JURISDICTION

1. LAMAR UNIVERSITY

PLANNING AND CONSTRUCTION

(409) 880-7085

1075 JIM GILLIGAN WAY, BEAUMONT, TX 77705

Project No.:

Drawing Title:

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y C a n n o n D e s ig n I n c

Fittz & Shipman Inc.

Civil Engineering

1405 Cornerstone Ct.

Beaumont, TX 77706

(409) 832-7239

Project Cost Resources Cost Estimating

24285 Katy Fwy, Suite 300 Katy, TX 77494

(254) 331-7362

007743.00

Women's Softball Field Turf Replacement

Lamar University

Issuance Description Date www.cannondesign.com

BID SET 02/24/2026

MICHAEL CORB

TEXAS #29141

G001

DRAWING INDEX &

PROJECT INFORMATION

3737 Buffalo Speedway, Suite 1200

P: 713.621.2100

F: 713.621.2178

Houston, TX 77098

GENERAL

Sheet Number Sheet Name

G000 COVER SHEET

G001 DRAWING INDEX & PROJECT INFORMATION

CIVIL

Sheet Number Sheet Name

CE100 EXISTING SITE PLAN

CD100 DEMOLITION PLAN

C100 DRAINAGE PLAN

C200 GRADING PLAN

C201 GRADING PLAN

C300 EROSION CONTROL PLAN

C400 UTILITY PLAN

C500 SURFACE PLAN

C600 STANDARD NOTES AND DETAILS

C070 SITE DETAILS

C001 CONCEPTUAL SITE PLAN

ELECTRICAL

Sheet Number Sheet Name

E001 NOTES, LEGENDS, SYMBOLS AND ABBREVIATIONS

ED100 ELECTRICAL DEMOLITION PLAN

E100 ELECTRICAL PLAN

E050 POWER RISER DIAGRAMS

SITE LOCATION MAP

02/24/2026

UGE

EXISTING CONCRETE SIDEWALK

EXISTING BATTING CAGES

& OVERHEAD STRUCTURE

EXISTING FENCE

EXISTING FIELD

EXISTING CLAY AREA

EXISTING SIDEWALK

EXISTING DUGOUT

EXISTING FENCE

EXISTING PITCHERS MOUND

EXISTING HOME PLATE

EXISTING ELECTRIC LINES

EXISTING FOUL LINE

EXISTING STORM DRAIN

EXISTING CONCRETE

EXISTING FENCE

EXISTING STORM DRAIN

EXISTING FOUL POUL

EXISTING STORM DRAIN

EXISTING LANDSCAPE BERM

EXISTING CONCRETE

EXISTING SCORE BOARD

EXISTING LIGHT POLE

EXISTING BULLPEN

EXISTING CONCRETE

EXISTING DUGOUT

EXISTING BACK STOP

EXISTING BULLPEN

EXISTING SANITARY SEWER

OFFSITE FIELD DRAINAGE AND

GRADING IMPROVEMENTS.

(COMPLETED BY FITZ AND SHIPMAN)

EXISTING LEGEND

0 20' 30' 40'

SCALE IN FEET

Know what's below.

before you dig.Call

SITE BENCHMARK

TBM #1

NORTH BOLT TOP FLANGE OF FIRE HYDRANT

N: 13,956,410.19' E: 3,527,115.73'

ELEVATION: 19.88'

TBM #2

"X" IN CONCRETE ON TRANSFORMER PAD

N: 13,956,225.53' E: 3,527,226.16

ELEVATION: 17.58'

SIGN

WATER VALVE

WATER METER

RPZ VALVE

FDC

BENCH MARKS

CONCRETE MONUMENT

MONITORING WELL

ELECTRIC PEDESTAL

TELEPHONE PEDESTAL

"X" SCRIBED IN CONCRETE

IRON ROD (FOUND)

GAS METER

IRON ROD (SET)

FIBER OPTIC PEDESTAL

ELECTRIC TRANSFORMER

P.P

LIGHT POLE

FIRE HYDRANT

GUY ANCHOR

SANITARY MANHOLE

SANITARY CLEANOUT

MAILBOX

STORM MANHOLE

STORM GRATE INLET

STORM SEWER LINE

FIBER OPTIC LINE

TELEPHONE LINE

CABLE TV LINE

GAS LINE

FORCE MAIN LINE

SANITARY SEWER

PIPELINE

ELECTRIC LINE

WATER LINE

BARBED WIRE FENCE

CHAINLINK FENCE

IRON FENCE

WOOD FENCE

E T

X pa nz ur a.

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0\ Dr aw in gs \D es ig n\ W or ki ng \L

.d w g F eb

4, :4

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C or ne rs to ne

C ou rt

Be au m on t, TX

. 7

-7

Fa x.

) 8

-7 w w w .fi ttz sh ip m an .c om T.

F irm

SCALE:

DRAWN BY:

FS PROJECT #

CHECK BY:

DATE: Feb 24, 2026

FS DRAWING NAME:

EXISTING

SITE PLAN

CE100

W O

M E N

'S S

O F T B

A L L F

L D

L A

M A

R U

E R

T U

R F R

E P

L A

C E M

E N

T B

E A

U M

O N

T T

J E F F E R

S O

N C

O U

N T Y

25061.0000

BMW

1"=20" ibird Stamp ibird ibird Text Box 2/24/26

LIMITS OF DISTURBANCE

OFFSITE FIELD DRAINAGE AND

GRADING IMPROVEMENTS.

(COMPLETED BY FITZ AND SHIPMAN)

EXISTING GRASS &

SOILS TO DESIGN

ELEVATIONS

18A

ELECTRIC LINES18A

CONCRETE

SIDEWALK 19A

CONCRETE

SIDEWALK 19A

CONCRETE

SIDEWALK 19A

CONCRETE

SIDEWALK 19A

FENCE 19A

STORM

PIPE18A

STORM PIPE

(TYP)18A

PITCHERS MOUND18A

HOME PLATE18A

LIGHT

POLE 19A

LIGHT

POLE 19A

LIGHT

POLE19A

FENCE 19A

51D

LIGHT

POLE 19A

51D

LIGHT

POLE 19A

51D

BATTING

CAGES 19A

SCOREBOARD 19A

ELECTRIC BOX19A

FOUL POLE19A

FENCE19A

CONCRETE19A

DUGOUT19A

BACK STOP 19A

DUGOUT19A

FENCE 19A

IRRIGATION

LINE 19A

51D

YARD DRAIN

(TYP)19A

TURF18A

ARTIFICIAL

TURF

18A

70K

70L

70M

WATER

VALVE18A

WATER

VALVE18A

70K

YARD DRAIN

(TYP)19A

GATE 19A

70CC

EXISTING CLAY AREA

& SOILS TO DESIGN

ELEVATIONS

18A

73J

GENERAL DEMOLITION NOTES

A. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK

SPECIFICATIONS.

B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE

AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.

C. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES

OF THIS PROJECT.

D. ENGINEER'S NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

E. CONTRACTOR TO RESTORE ALL DISTURBED GROUND TO PRE-CONSTRUCTION CONDITION OR BETTER.

EXISTING LEGEND

0 20' 30' 40'

SCALE IN FEET

Know what's below.

before you dig.Call

SITE BENCHMARK

TBM #1

NORTH BOLT TOP FLANGE OF FIRE HYDRANT

N: 13,956,410.19' E: 3,527,115.73'

ELEVATION: 19.88'

TBM #2

"X" IN CONCRETE ON TRANSFORMER PAD

N: 13,956,225.53' E: 3,527,226.16

ELEVATION: 17.58'

SIGN

WATER VALVE

WATER METER

RPZ VALVE

FDC

BENCH MARKS

CONCRETE MONUMENT

MONITORING WELL

ELECTRIC PEDESTAL

TELEPHONE PEDESTAL

"X" SCRIBED IN CONCRETE

IRON ROD (FOUND)

GAS METER

IRON ROD (SET)

FIBER OPTIC PEDESTAL

ELECTRIC TRANSFORMER

P.P

LIGHT POLE

FIRE HYDRANT

GUY ANCHOR

SANITARY MANHOLE

SANITARY CLEANOUT

MAILBOX

STORM MANHOLE

STORM GRATE INLET

STORM SEWER LINE

FIBER OPTIC LINE

TELEPHONE LINE

CABLE TV LINE

GAS LINE

FORCE MAIN LINE

SANITARY SEWER

PIPELINE

ELECTRIC LINE

WATER LINE

BARBED WIRE FENCE

CHAINLINK FENCE

IRON FENCE

WOOD FENCE

E T

PROPOSED LEGEND

LIMITS OF DISTURBANCE

DEMOLITION NOTES

18A EXISTING TO BE REMOVED.

19A EXISTING TO REMAIN.

51D PROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION AND CONSTRUCTION PHASES.

70K EXISTING DUGOUTS TO BE PROTECTED. CONTRACTOR TO CONTACT ARCHITECT FOR REVIEW OF PROTECTION PLAN.

70L CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REINSTALLING FENCING AND NETTING AT BATTING CAGES AND

DUGOUTS.

70M PROTECT BACKSTOP PADDING EQUIPMENT DURING CONSTRUCTION.

73J REMOVE AND RE-INSTALL FENCE AS NEEDED FOR FINAL GRADING AND ALIGNMENT.

70CC SEE ELECTRICAL DEMOLITION PLAN FOR MORE DETAILS.

pa nz ur a.

ce ilb .c om \p ro je ct s\

0\ Dr aw in gs \D es ig n\ W or ki ng \L

.d w g F eb

4, :4

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O R

E N

C or ne rs to ne

C m on t, TX

. 7

-7

) 8

-7 w w w .fi ttz sh ip m an .c om T.

F irm

SCALE:

DRAWN BY:

FS PROJECT #

CHECK BY:

DATE: Feb 24, 2026

FS DRAWING NAME:

DEMOLITION

PLAN

CD100

W O

M E N

'S S

O F T B

A L L F

L D

L A

M A

R U

E R

T U

R F R

E P

L A

C E M

E N

T B

E A

U M

O N

T T

J E F F E R

S O

N C

O U

N T Y

25061.0000

BMW

1"=20" ibird Stamp ibird Stamp ibird

COCO

STM

SAN

DA 4

26946.70 sf

0.62 ac

DA 1

16703.01 sf

0.38 ac

DA 3

19673.17 sf

0.45 ac

DA 5

36872.65 sf

0.85 ac

DA 2

8435.78 sf

0.19 ac

0 20 40

Scale 1" = 20'

1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.com T.B.P.E. Firm #1160 T.X.L.S. Firm #100186

FILE # PROJECT #25061_CE_SITE 25061.000

O R

E N

C or ne rs to ne

C m on t, TX

. 7

-7

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F irm

SCALE:

DRAWN BY:

FS PROJECT #

CHECK BY:

DATE: Feb 24, 2026

FS DRAWING NAME:

DRAINAGE

PLAN

C100

W O

M E N

'S S

O F T B

A L L F

L D

L A

M A

R U

E R

T U

R F R

E P

L A

C E M

E N

T B

E A

U M

O N

T T

J E F F E R

S O

N C

O U

N T Y

25061.0000

N _D

-3

0% _C

O N

U C

N _D

O C

U M

-2

SEE ARCHITECTURAL

PLANS FOR BUILDING

IMPROVEMENTS.

OFFSITE FIELD DRAINAGE AND

GRADING IMPROVEMENTS.

(COMPLETED BY FITZ AND SHIPMAN)

0.8%

0.9%

1.0%

1.1%

0.8% 0.7%

1.0%

0.9%

1.1%

12" HDPE INV: 17.34

START TRENCH DRAIN

END OF BURIED CURB

START OF BURIED CURB

61.00 LF 6" HDPE

@ 1.03%

1.1%

FG 16.70

FG 16.55

FG 18.12

FG 18.07

FG 16.05

FG 16.34

FG 17.62

FG 17.61

FG 17.67

TEE

12" HDPE (W) INV: 14.27

12" HDPE (S) INV: 14.27

12" HDPE (E) INV: 14.27

TEE

12" HDPE (E) INV: 13.41

12" HDPE (N) INV: 13.41

15" HDPE (SW) INV: 13.41

12" HDPE (S) INV: 12.96

12" HDPE (N) INV: 12.96

12" HDPE (W) INV: 13.64

12" HDPE (E) INV: 13.64

TEE

12" HDPE (W) INV: 13.50

12" HDPE (S) INV: 13.50

15" HDPE (N) INV: 13.50

12" HDPE (N) INV: 14.16

12" HDPE (S) INV: 14.16

FG 17.32

FG 17.22

FG 17.43

FG 17.46

FG 17.37

FG 17.36

FG 18.40

12" HDPE (N) INV: 15.98

12" HDPE (SW) INV: 15.98

12" HDPE (E) INV: 14.85

12" HDPE (N) INV: 14.85

12" HDPE (W) INV: 15.80

15" HDPE (NE) INV: 11.30

12" HDPE (NE) INV: 14.44

12" HDPE (SW) INV: 14.53

141.67 LF 12" HDPE

@ 1.15%

29.08 LF 12" HDPE

@ 2.00%

48.78 LF 12" HDPE

@ 1.95%

75.36 LF 12" HDPE

@ 1.14%

16.89 LF 15" HDPE

@ 12.49%

157.00 LF 12" HDPE

@ 0.51%

156.82 LF 12" HDPE

@ 1.00%

42.63 LF 12" HDPE

@ 1.05%

26.14 LF 12" HDPE

@ 0.54%

15" HDPE (S) INV: 13.26

FG 17.36

17.27 LF 15" HDPE

@ 1.39%

FG 17.78

FG 17.78FG 17.78

FG 17.78

TEE

12" HDPE (N) INV: 15.43

12" HDPE (S) INV: 15.43

6" HDPE (W) INV: 15.43

6" HDPE (E) INV: 16.06

48.12 LF 12" HDPE

@ 1.15%

112.47 LF 12" HDPE

@ 1.13%

12" HDPE (NE) INV: 15.89

12" HDPE (W) INV: 15.89

9.50 LF 12" HDPE

@ 1.13%70AA

18F

73D 73Y

73D

73D 73D

73Y

73Y 73Y

73Y

73D

73Y 73D

73D 73Y

73Y 73D

73Y

57.97 LF 12" HDPE

@ 1.14% 73D

73G

12" HDPE INV: 14.33

END TRENCH DRAIN73G

73T

FG 16.46

FG 16.44

FG 16.60

FG 16.59

92K

12" HDPE (SW) INV: 16.00

12" NYLOPLAST INLET

12" HDPE (NE) INV: 16.09

12" HDPE INV: 14.23

END TRENCH DRAIN 73G

12" HDPE INV: 17.45

START TRENCH DRAIN 73G

9.50 LF 12" HDPE

@ 1.14% 73D

73Y

FG 17.36

0.9%

1.2%

2.4%

2.1%

73H

2.90 LF 6" HDPE

@ 1.00% 73D

73Y

73H

2.82 LF 6" HDPE

@ 1.00%

73Y 73D

28A

73F

PROPOSED LEGEND

GENERAL GRADING NOTES

A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN

CONFLICTS.

B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO

REQUEST EXACT FIELD LOCATION OF UTILITIES.

D. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING FINISH GRADE ELEVATIONS WITH TURF MANUFACTURER.

CONTRACTORS RESPONSIBILITY TO MAKE UP THE DIFFERENCE IN FILL IF THE TURF THICKNESS DIFFERS FROM

SYNTHETIC TURF DETAIL.

PROPERTY LINE/RIGHT OF WAY LINE

CONTOUR ELEVATIONS

STORM DRAIN

SPOT ELEVATIONS:

FG = FINISH GRADE

SITE BENCHMARK

TBM #1

NORTH BOLT TOP FLANGE OF FIRE HYDRANT

N: 13,956,410.19' E: 3,527,115.73'

ELEVATION: 19.88'

TBM #2

"X" IN CONCRETE ON TRANSFORMER PAD

N: 13,956,225.53' E: 3,527,226.16

ELEVATION: 17.58'

NOTE:

SEE CIVIL/MEP PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF

PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING

UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.

EXISTING LEGEND

0 20' 30' 40'

SCALE IN FEET

Know what's below.

before you dig.Call

SIGN

WATER VALVE

WATER METER

RPZ VALVE

FDC

BENCH MARKS

CONCRETE MONUMENT

MONITORING WELL

ELECTRIC PEDESTAL

TELEPHONE PEDESTAL

"X" SCRIBED IN CONCRETE

IRON ROD (FOUND)

GAS METER

IRON ROD (SET)

FIBER OPTIC PEDESTAL

ELECTRIC TRANSFORMER

P.P

LIGHT POLE

FIRE HYDRANT

GUY ANCHOR

SANITARY MANHOLE

SANITARY CLEANOUT

MAILBOX

STORM MANHOLE

STORM GRATE INLET

STORM SEWER LINE

FIBER OPTIC LINE

TELEPHONE LINE

CABLE TV LINE

GAS LINE

FORCE MAIN LINE

SANITARY SEWER

PIPELINE

ELECTRIC LINE

WATER LINE

BARBED WIRE FENCE

CHAINLINK FENCE

IRON FENCE

WOOD FENCE

E T

XXX

XX.XXx

CUT/FILL SUMMARY

CUT (CY) FILL (CY) NET (CY)

112.55 73.41 39.14

GRADING NOTES

GRADING DETAILS

18F CONNECT TO STORM DRAIN STRUCTURE.

70AA FENCING TO BE REMOVED, SALVAGED AND REINSTALLED FOR THE CONSTRUCTION OF THE FENCE SKIRT.

73H INSTALL PERIMETER DRAIN CATCH BASIN PER MANUFACTURE SPECIFICATIONS. CONTRACTOR TO CONNECT PERIMETER

DRAIN CATCH BASIN TO FIELD UNDER DRAIN SYSTEM.

73Y USE PIPE DEFLECTION AS NEEDED FOR ALIGNMENT. CONTRACTOR SHALL NOTIFY ARCHITECT AND CEI ENGINEERING IF

DESIGN AS SHOWN IS NOT ACHIEVABLE.

28A STORM SEWER TRENCH AND BEDDING

73D PERFORATED STORM PIPE.

73F NYLOPLAST GRATE INLET.

73G PERIMETER DRAIN.

73T CROSS SECTION "A-A".

92K BURIED CURB

CUT/FILL SUMMARY IS COMPARING EXISTING FIELD GRADE TO FINISHED GRADE OF

SYNTHETIC TURF SYSTEM. THIS SUMMARY DOES NOT ACCOUNT FOR SUBGRADE OR

CRUSHED STONE INSTALLATION AND REQUIRED HAUL OFF.

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FS DRAWING NAME:

GRADING

PLAN

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25061.0000

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COCO

STM

SAN

0 20 40

Scale 1" = 20'

1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.com T.B.P.E. Firm #1160 T.X.L.S. Firm #100186

FILE # PROJECT #25061_CE_SITE 25061.000

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FS DRAWING NAME:

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Silt Fence

Construction Entrance/Exits Filter Dam At

Channel Sections

1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.com T.B.P.E. Firm #1160 T.X.L.S. Firm #100186

FILE # PROJECT #25061_CE_SITE 25061.000

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DATE: Feb 24, 2026

FS DRAWING NAME:

EROSION

CONTROL PLAN

AND DETAILS

C300

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70CC

70BB

76A

70BB

SEE ARCHITECTURAL

PLANS FOR BUILDING

IMPROVEMENTS.

OFFSITE FIELD DRAINAGE AND

GRADING IMPROVEMENTS.

(COMPLETED BY FITZ AND SHIPMAN)

UGE

76A

70CC

76A

70CC

76A

70CC

FOR CONTINUATION SEE

ELECTRICAL/MEP DESIGN

PLANS. COMPLETED BY

OTHERS.

FOR CONTINUATION SEE

ELECTRICAL/MEP DESIGN

PLANS. COMPLETED BY

OTHERS.

FOR CONTINUATION SEE

ELECTRICAL/MEP DESIGN

PLANS. COMPLETED BY

OTHERS.

FOR CONTINUATION SEE

ELECTRICAL/MEP DESIGN

PLANS. COMPLETED BY

OTHERS.

GENERAL UTILITY NOTES

A. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY

OWNERS.

B. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE

DESIGNATED UTILITY COMPANIES.

C. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE

ENGINEER.

D. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE

CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.

EXISTING LEGEND

0 20' 30' 40'

SCALE IN FEET

Know what's below.

before you dig.Call

SITE BENCHMARK

TBM #1

NORTH BOLT TOP FLANGE OF FIRE HYDRANT

N: 13,956,410.19' E: 3,527,115.73'

ELEVATION: 19.88'

TBM #2

"X" IN CONCRETE ON TRANSFORMER PAD

N: 13,956,225.53' E: 3,527,226.16

ELEVATION: 17.58'

NOTE:

SEE CIVIL/MEP PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF

PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING

UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.

SIGN

WATER VALVE

WATER METER

RPZ VALVE

FDC

BENCH MARKS

CONCRETE MONUMENT

MONITORING WELL

ELECTRIC PEDESTAL

TELEPHONE PEDESTAL

"X" SCRIBED IN CONCRETE

IRON ROD (FOUND)

GAS METER

IRON ROD (SET)

FIBER OPTIC PEDESTAL

ELECTRIC TRANSFORMER

P.P

LIGHT POLE

FIRE HYDRANT

GUY ANCHOR

SANITARY MANHOLE

SANITARY CLEANOUT

MAILBOX

STORM MANHOLE

STORM GRATE INLET

STORM SEWER LINE

FIBER OPTIC LINE

TELEPHONE LINE

CABLE TV LINE

GAS LINE

FORCE MAIN LINE

SANITARY SEWER

PIPELINE

ELECTRIC LINE

WATER LINE

BARBED WIRE FENCE

CHAINLINK FENCE

IRON FENCE

WOOD FENCE

E T

UTILITY NOTES

UTILITY DETAILS

76A PVC CONDUIT-CLASS “C” INCH PIPE BEDDING DETAIL.

70CC WIREMOLD OUTDOOR POWER GROUND BOX.

70BB 4" PVC CONDUIT WITH PULL STRINGS.

70CC 1" PVC CONDUIT WITH PULL STRINGS.

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DRAWN BY:

FS PROJECT #

CHECK BY:

DATE: Feb 24, 2026

FS DRAWING NAME:

UTILITY PLAN

C400

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25061.0000

BMW

1"=20" ibird Stamp ibird Stamp ibird

SEE ARCHITECTURAL

PLANS FOR BUILDING

IMPROVEMENTS.

OFFSITE FIELD DRAINAGE AND

GRADING IMPROVEMENTS.

(COMPLETED BY FITZ AND SHIPMAN)

60'

43'

177'

210'

55.11'

19.08'

24.63'

61.19'

AREA = ± 200 SF

AREA = ± 26,319 SF

AREA = ± 7,623 SF

AREA = ± 49,842 SF

AREA = ± 3,806 SF

AREA = ± 8,378 SF

AREA = ± 1,509 SF

AREA = ± 1,030 SF

L=62 LF

L=75 LF

L=127 LF

L=400 LF

L=27 LF

L=25 LF

L=62 LF

93C

93A

70F

70D

70F

70A 70B

70D

70F

70J

70A

73B 73B

73B

70E

70C

70H

70AA

70BB

70E

70I

(TYP) 93C

(TYP)93A

(TYP)

(TYP) 93C

93A

(TYP) 93B

70C

AREA = ± 4,690 SF 70J

70CC

AREA = ± 545 SF 70D

AREA = ± 3,788 SF 70D

70B 70D

43'

EXISTING LEGEND

0 20' 30' 40'

SCALE IN FEET

Know what's below.

before you dig.Call

SITE BENCHMARK

TBM #1

NORTH BOLT TOP FLANGE OF FIRE HYDRANT

N: 13,956,410.19' E: 3,527,115.73'

ELEVATION: 19.88'

TBM #2

"X" IN CONCRETE ON TRANSFORMER PAD

N: 13,956,225.53' E: 3,527,226.16

ELEVATION: 17.58'

NOTE:

SEE CIVIL/MEP PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF

PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING

UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.

SIGN

WATER VALVE

WATER METER

RPZ VALVE

FDC

BENCH MARKS

CONCRETE MONUMENT

MONITORING WELL

ELECTRIC PEDESTAL

TELEPHONE PEDESTAL

"X" SCRIBED IN CONCRETE

IRON ROD (FOUND)

GAS METER

IRON ROD (SET)

FIBER OPTIC PEDESTAL

ELECTRIC TRANSFORMER

P.P

LIGHT POLE

FIRE HYDRANT

GUY ANCHOR

SANITARY MANHOLE

SANITARY CLEANOUT

MAILBOX

STORM MANHOLE

STORM GRATE INLET

STORM SEWER LINE

FIBER OPTIC LINE

TELEPHONE LINE

CABLE TV LINE

GAS LINE

FORCE MAIN LINE

SANITARY SEWER

PIPELINE

ELECTRIC LINE

WATER LINE

BARBED WIRE FENCE

CHAINLINK FENCE

IRON FENCE

WOOD FENCE

E T

FIELD AND TURF NOTES

70A INSTALL 2" X 4" TREX BOARD AND ANCHOR TURF TO BORDER AROUND PERIMETER OF TURF SYSTEM.

70B PLACE WOVEN GEOTEXTILE FABRIC OVER ENTIRE SURFACE OF FIELD WHERE SYNTHETIC TURF IS TO BE PLACED.

70C HIGH TRAFFIC TURF ZONE.

70D INSTALL GREEN SYNTHETIC TURF SYSTEM.

70E ALL SOFTBALL LINES SHALL BE 4" WHITE IN COLOR.

70F INSTALL BROWN SYNTHETIC TURF SYSTEM.

70H EXISTING FOUL POLE TO BE IN LINE WITH FOUL LINES.

70I CONTRACTOR TO PRESSURE WASH THE PADDING AND MASONRY AT THE BACKSTOP.

70J INSTALL INDOOR GREEN SYNTHETIC TURF WITH BASE MAT. CLEAN AND PREPARE SLABS TO MEET TURF

MANUFACTURER SPECIFICATIONS.

FIELD AND TURF DETAILS (INSTALL PER DETAILS)

73B CONCRETE FENCE SKIRT.

93A HOME PLATE.

93B BASE PLATE.

93C PITCHER'S PLATE.

70AA CUSTOM SOFTBALL LAMAR LOGO.

70BB CUSTOM SOFTBALL "LU" LETTERING.

70CC CUSTOM SOFTBALL "SLC SOUTHLAND" LETTERING.

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DRAWN BY:

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DATE: Feb 24, 2026

FS DRAWING NAME:

SURFACE

PLAN

C500

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25061.0000

BMW

1"=20" ibird Stamp ibird Stamp ibird

Trough Drain Under Sidewalk

Pipe Rip Rap Detail

Existing Ditch Fill-In Detail

Concrete Valley Gutter

Pavement Transition

Concrete Pavement

Pavement Transition Pavement Transition

1405 Cornerstone Court Beaumont, TX. 77706 Ph. (409) 832-7238 Fax. (409) 832-7303 www.fittzshipman.com T.B.P.E. Firm #1160 T.X.L.S. Firm #100186

FILE # PROJECT #25061_CE_SITE 25061.000

Storm Sewer Inlet

A A

PLAN

OWNERSHIP OF DOCUMENTS

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF

FITTZ & SHIPMAN, INC., AND IS NOT TO BE USED, IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF

FITTZ & SHIPMAN, INC.

Trench Cut For Storm Sewer Lines Under Pavement/Street Pavement Repair

Trench Cut for HDPE Storm Sewer Lines

MINIMUM HDPE

TRENCH WIDTH

Concrete Splash Pad

PVC Yard Drain Basin

Grate Inlet Modification

Conc. Rip Rap at Yard Drain Basin

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STANDARD

NOTES AND

DETAILS

C600

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25061.0000

25061_CE_SITE

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SYNTHETIC TURF

INSTALL PITCHER'S

PLATE AS SPECIFIED

4" THICK SAND

CUSHION

10" DEEP CONCRETE

ANCHOR AROUND HOME

PLATE GROUND ANCHOR

CRUSHED

STONE

SYNTHETIC TURF

WOVEN GEOTEXTILE

FABRIC

N.T.S.

93C

PITCHER'S PLATE

NOTE:

1. INSTALL PITCHER'S PLATE PER NCAA

STANDARDS.

43' TO HOME PLATECL

N.T.S.

73B

CONCRETE FENCE SKIRT

1- 1/

4" THICK COMPACTED

AGGREGATE BASE COARSE

MATERIAL

FENCE POST

NEW SYNTHETIC

TURF SURFACE

EXISTING / NEW

SURFACE (SEE PLANS)

EXISTING

SUBGRADE

CONSTRUCT 12" WIDE x 8" TALL CONCRETE SKIRT AROUND FENCE.2" x 4" TREX BOARD

PLACE No. 4 BARS AS SHOWN.

PLACE CROSS BARS @ 16" O.C. FORM

EXPANSION JOINTS IN SKIRTING @

100' MAXIMUM INTERVALS &

CONTROL JOINS @ 10" O.C.

CRUSHED

STONE

COMPACTED

SUBGRADE

3" (M

N.T.S.

76A

PVC CONDUIT-CLASS "C"

PIPE BEDDING DETAIL

NOTE:

BACK FILL TO BE MECHANICALLY TAMPED IN 6" LIFTS TO 95% OF MAXIMUM

STANDARD PROCTOR DRY DENSITY UNDER DRIVE LOCATIONS.

SAND OR COMPACTED

CLASS II GRANULAR

MATERIAL

EARTHEN

BACKFILL

8" MIN. - 12" MAX

(TYPICAL)

" M

(U N

N O

6" M

4" M

N.T.S.

70AA

CUSTOM 'LU' LOGO

N.T.S.

70BB

CUSTOM 'LU' OUTFIELD

LETTERING

CUSTOM LOGO PER

COLOR RENDER.

CUSTOM LOGO PER

COLOR RENDER.

CRUSHED STONE

60"

MAXIMUM

MINIMUM

3" M

NOTES INDICATED BY NUMBER IN :

1. INSTALL ECO NAILER BOARD 2 X 4

TREX BOARD, OR APPROVED

EQUAL, ANCHORED TO ALL

CONCRETE EDGES. ANCHOR

SYNTHETIC TURF TO NAILER BOARD.

2. WRAP WOVEN GEOTEXTILE FABRIC

BETWEEN NAILER BOARD AND

CONCRETE FENCE SKIRT.

EXISTING SURFACE

N.T.S. 73D

PERFORATED STORM PIPE

1- 1/

PERFORATED PIPE AS SPECIFIED.

SEE PLAN FOR SIZE.

WOVEN GEOTEXTILE FABRIC (MIN. 8

OZ/YD3 ACROSS ENTIRE SURFACE OF

FIELD AND THROUGH TRENCH.

FILL TRENCH WITH CRUSHED

STONE INCLUDING PIPE BEDDING

INSTALL 6" THICK CRUSHED

STONE (ASTM C-33, SIZE 57). TOP

1/2" LAYER SHALL BE FINISH

STONE WITH THE REMAINING

MATERIAL BEING BASE STONE.

INSTALL SYNTHETIC TURF SYSTEM

W/ INFILL AS SPECIFIED

NEW CONCRETE

CURB WALL,

SEE DETAIL

6" CEMENT STABILIZED TXDOT ITEM

NO.247 TYPE A OR B, GRADE 1 OR 2. (1.5

LBS/S.F THOROUGHLY MIXED THROUGH

SOIL BY MECHANICALLY DRYING THE

TOP 18" SOLID BY WIND ROWING.)

6" M

" M

10' CHEMICAL INJECTION (PER

GEOTECHNICAL REPORT)

SYNTHETIC TURF

INSTALL HOME PLATE AS

SPECIFIED

4" THICK SAND

CUSHION

10" DEEP CONCRETE

ANCHOR AROUND HOME

PLATE GROUND ANCHOR

CRUSHED

STONE

SYNTHETIC TURF

WOVEN GEOTEXTILE

FABRIC

N.T.S.

93A

HOME PLATE

NOTE:

1. INSTALL HOME PLATE PER NCAA

STANDARDS.

60' TO BASE PLATECL

SYNTHETIC TURF

INSTALL BASE AS SPECIFIED

4" THICK SAND

CUSHION

10" DEEP CONCRETE

ANCHOR AROUND HOME

PLATE GROUND ANCHOR

CRUSHED

STONE

SYNTHETIC TURF

WOVEN GEOTEXTILE

FABRIC

N.T.S.

93B

BASE PLATE

NOTE:

1. INSTALL BASE PLATE PER NCAA

STANDARDS.

60' TO BASE PLATECL

N.T.S.

70CC

LEGRAND SYSTEM: GROUND BOX

CATALOG NUMBER: XB814

NOTE:

1.CONTRACTOR TO INSTALL PER

MANUFACTURER GUIDELINES AND

SPECIFICATION.

2. BOXES IN SYNTHETIC TURF AREA

ARE TO HAVE SYNTHETIC TURF LIDS.

6" PVC PIPE (TO

CONNECT TO

DRAINAGE SYSTEM)

6" THICK

CRUSHED STONE

SYNTHETIC TURF SYSTEMSYNTHETIC TURF SYSTEM

NAILER BOARD

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SCALE:

DRAWN BY:

FS PROJECT #

CHECK BY:

DATE: Feb 24, 2026

FS DRAWING NAME:

SITE DETAILS

C070

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1"=20"

BMW

25061.0000

N.T.S.

PERIMETER DRAIN

73G

20"

ENCASE ACO DRAIN IN CONCRETE

ACO TRENCH DRAIN

CATCH BASIN OR

APPROVED EQUAL

ACO TRENCH DRAIN, K100S WITH

QUICKLOCK 420 GALVANIZED SLOTTED

GRATE OR APPROVED EQUAL

4" THICK COMPACTED

AGGREGATE BASE

MATERIAL

ACO TRENCH DRAIN, K100S WITH QUICKLOCK

420 GALVANIZED SLOTTED GRATE OR

APPROVED EQUAL. DRAIN SYSTEM TO BE

SLOPED TOWARD CATCH BASIN.

SYNTHETIC TURF EXISTING CONCRETE

NOTE: CONTRACTOR TO VERIFY

EXISTING ELEVATIONS OF ADJACENT

PAVEMENT AND FOUNDATIONS PRIOR

TO CONSTRUCTION.

NOTES INDICATED BY NUMBER IN :

1. CONTRACTOR TO COORDINATE

WITH OWNER AND ARCHITECT,

AND SUBMIT PROTECTION PLAN

FOR REVIEW AND APPROVAL PRIOR

TO CONSTRUCTION NEAR

DUGOUTS AND WALLS.

2. CONTRACTOR TO VERIFY AND

CONFIRM OF LOCATIONS OF

EXISTING UTILITIES AND

BACKSTOP/DUGOUT FOUNDATION.

N.T.S.

BURIED CURB

1- 1/

CMU BACKSTOP

WALL

PROPOSED PIPE DRAIN

6X6 BURIED

CONCRETE SLAB

92K

N.T.S.

70CC

CUSTOM 'SLC SOUTHLAND'

OUTFIELD LETTERING

CUSTOM LOGO PER

COLOR RENDER.

2. HAUNCHING SHALL BE WORKED AROUND THE PIPE

BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS

I-A OR CLASS I-B OR CLASS II COMPACTED TO

85% PROCTOR.

SPECIFICATIONS)

REGULATIONS AND LOCAL ORDINANCES. (SEE

SUPPORTED IN COMPLIANCE WITH OSHA

SHORED, SHEETED, BRACED, OR OTHERWISE

10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,

LARGER THAN 3".

FREE OF DEBRIS, ORGANICS AND ROCKS

9. FILL SALVAGED FROM EXCAVATION SHALL BE

OPTIMUM MOISTURE CONTENT.

MATERIALS SHALL BE COMPACTED NEAR

WITH ASTM D 698. CLASS III AND IV-A

MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE

8. ALL MATERIALS SHALL BE INSTALLED IN

ACCORDANCE WITH ASTM D 2321-89.

7. ALL MATERIALS ARE CLASSIFIED IN

PROCTOR.

BE CLASS IV-A COMPACTED TO 95% STANDARD

6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN

III COMPACTED AS NOTED IN NOTES 3. AND 4.

5. FINAL BACKFILL SHALL BE CLASS I, II, OR

STANDARD PROCTOR.

CAN BE CLASS III COMPACTED TO 90%

4. INITIAL BACKFILL NOT UNDER PAVED AREAS

COMPACTED TO 85% STANDARD PROCTOR.

WORKED BY HAND, OR CLASS I-B OR CLASS II

3. INITIAL BACKFILL SHALL BE CLASS I-A

SPECIFICATIONS FOR GRADATION)

COMPACTED TO 85% STANDARD PROCTOR. (SEE

THEN BEDDING SHALL BE CLASS I-B

HAND. IF GROUNDWATER IS ANTICIPATED,

1. BEDDING SHALL BE CLASS I-A WORKED BY

GENERAL NOTES

FINAL

BACKFILL

12" MIN

18" MAX.

12" MIN.

18" MAX.

UNDISTURBED

FILL

PIPE

SPRING

COMPACTED

EARTH OR

O.D.

(MIN.)

INITIAL

HAUNCHING

4" BEDDING

BACKFILL

LINE

6" M

EARTH OR

UNDISTURBED

COMPACTED

FILL

BACKFILL

(MIN.)

18" MAX.18" MAX.

4" BEDDING

FINAL

12" MINO.D.

12" MIN.

STORM SEWER

TRENCH AND BEDDING

N.T.S.

28AFLEXIBLE PIPE

N.T.S.

28ARIGID PIPE

N.T.S.

REV D7001-110-021DWG NO.1 OF 1SHEET1:6SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

12 IN DROP IN

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

3-5-00DATE

AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

4-13-11

EBC

1201DI

APPROX. DRAIN AREA = 39.75 SQ IN

APPROX. WEIGHT = 15 LBS

DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

DIMENSIONS ARE IN INCHES

GRATE HAS LIGHT DUTY RATING

QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05

PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT

SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY

ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF

JUSTICE, 28 CFR PART 36.

TSALPOLYN

O N

O T

P O

L L

T E

U C T I L E I R O N

R A I N

S T

O W

A T

AYS

REV E7001-110-017DWG NO.1 OF 1SHEET1:8SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

6 IN - 24 IN DROP IN GRATE INSTALLATION

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

5-4-00DATE

AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

2-9-10

EBC

0601DI

0801DI

1001DI

1201DI

1501DI

1801DI

2401DI

N.T.S.

73F

NYLOPLAST GRATE INLET

Ø 14.95"

Ø 11.64"

SYNTHETIC TURF SYSTEM

DROP IN GRATE

ibird Stamp ibird Stamp ibird

PROPOSED TURF SOFTBALL FIELD

TOTAL AREA: ± 52,312 SF

TOTAL FENCE LENGTH: ± 890 LF PROPOSED TURF BULLPEN

TOTAL AREA: ± 1,875 SF

PROPOSED TURF BULLPEN

TOTAL AREA: ± 1,213 SF

NEW TURF BATTING CAGES

TOTAL AREA: ± 3,266 SF

60'

43'

226.32'

212.33'

211.77'

30'

49.51'

66.86'

25.5'

73.5'

0 20' 30' 40'

SCALE IN FEET

Know what's below.

before you dig.Call

NOTE:

THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. SITE

INFORMATION WAS OBTAINED FROM CLIENT'S DOCUMENTS;

DESIGN MAY VARY, DEPENDING ON ACTUAL TOPOGRAPHY,

DRAINAGE, SOILS, SURVEY, ETC. THIS ADDITIONAL DATA AND

SITE CONDITIONS COULD CAUSE CHANGES IN PARKING

RATIOS AND SPACE AVAILABLE FOR DEVELOPMENT, AND

MAY INCREASE ESTIMATED DEVELOPMENT COSTS.

pa nz ur a.

ce ilb .c om \p ro je ct s\

0\ Dr aw in gs \C on ce pt \W or ki ng \L

H S

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.d w g F eb

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C or ne rs to ne

C m on t, TX

. 7

-7

) 8

-7 w w w .fi ttz sh ip m an .c om T.

F irm

SCALE:

DRAWN BY:

FS PROJECT #

CHECK BY:

DATE: Feb 24, 2026

FS DRAWING NAME:

CONCEPTUAL

SITE PLAN

C001

W O

M E N

'S S

O F T B

A L L F

L D

L A

M A

R U

E R

T U

R F R

E P

L A

C E M

E N

T B

E A

U M

O N

T T

J E F F E R

S O

N C

O U

N T Y

25061.0000

BMW

1"=20" ibird Stamp ibird Stamp ibird

# # CIRCUIT NUMBER (AND PANELBOARD IF SPECIFICALLY DESIGNATED)

POWER BRANCH CIRCUITS

XXX

XXX LUMINAIRE TAG - CORRESPONDS TO LUMINAIRE SCHEDULE

# CIRCUIT NUMBER (AND PANELBOARD IF SPECIFICALLY DESIGNATED)

a LOWER CASE LETTER(S) INDICATE MULTI-SWITCH CONTROL ARRANGEMENT.

LIGHTING BRANCH CIRCUITS

26 0526 GROUNDING AND BONDING

GROUND

26 0535 BOXES AND CABINETS

JUNCTION BOXJ

PULL BOXPB

26 0578 MULTI-SERVICE BOXES AND RACEWAYS

FLOOR BOX, EXPOSED, WITH PROVISIONS FOR WHIPFEW*

FLOOR BOX, EXPOSED, FLUSHFEF*

FLOOR BOX, EXPOSED, WITH TOMBSTONE DEVICEFET*

WIREMOLD XB814 OUTDOOR GROUND BOX WITH EXTERIOR BOX COVER ASSEMBLY HOUSING

WEATHER RESISTANT NEMA 5-20R DUPLEX RECEPTACLE.

FCR1

IDENTIFICATION CHART

ACCESS

C - CONCEALED

E - EXPOSED

LOCATION

F - FLOOR

P - POKE-THRU

R - RAISED FLOOR

S - STAGE

T - TABLE

U - UNDER FLOOR DUCT

W - WALL

SERVICE COVER/DEVICE FITTING

B - BLANK

F - FLUSH

R - RECESSED

S - SEMI FLUSH

T - TOMBSTONE

W - WHIP

SEQUENTIAL NUMBER

REFER TO MULTI-SERVICE BOX SCHEDULE FOR ADDITIONAL INFORMATION REGARDING THE

FOLLOWING BOXES.

NOTE: SPEC REFERENCES ARE GENERAL AND MAY NOT BE SPECIFIC

DIVISION 26: LEGEND

TRANSFORMER (SINGLE LINE DENOTATION)

26 1200/2200 TRANSFORMERS

T TRANSFORMER (PLAN DENOTATION)

WYE CONNECTION

26 2416 PANELBOARDS

SHADING INDICATES BRANCH TYPE

TEXT INDICATES LUG / BREAKER TYPE

PANELBOARD (SINGLE LINE DENOTATION)

NORMAL BRANCH PANELBOARD

26 2726 WIRING DEVICES

SINGLE POLE SWITCH, 3'-8" AFF

2 2-POLE SWITCH, 3'-8" AFF

3 3-WAY SWITCH, 3'-8"

4 4-WAY SWITCH, 3'-8"

M MOMENTARY CONTACT SWITCH, 3'-8" AFF

GENERAL

NEW EQUIPMENT

EXISTING WORK

DEVICE TO BE REMOVED (DEMO PLANS) UNDERFLOOR CONDUIT (NEW PLANS)

MATCH LINE REFERENCING CONTINUATION ON OTHER DRAWINGS

BRANCH CIRCUIT BOUNDARY

WIRE AND/OR CONDUIT RUN CONTINUED ON REFERENCED DETAIL

DETAIL AND/OR SECTION REFERENCE

FUTURE WORK

'E' SERIES GENERAL NOTES

GENERAL ELECTRICAL NOTES

A. SYMBOLS, ABBREVIATIONS, AND ELECTRICAL GENERAL NOTES ARE COMPREHENSIVE. ALL

SYMBOLS, ABBREVIATIONS, AND MECHANICAL NOTES MAY NOT BE USED ON THIS PROJECT.

B. COMPLY WITH APPLICABLE LOCAL, STATE, FEDERAL, AND OWNER CODES AND STANDARDS DURING

THE EXECUTION OF WORK DESCRIBED ON DRAWINGS AND OTHER CONTRACT DOCUMENTS.

• 2021 INTERNATIONAL BUILDING CODE

• 2021 INTERNATIONAL EXISTING BUILDING CODE

• 2021 INTERNATIONAL ENERGY CONSERVATION CODE

• 2021 INTERNATIONAL RESIDENTIAL CODE

• 2021 INTERNATIONAL FUEL GAS CODE

• 2021 UNIFORM PLUMBING CODE

• 2021 INTERNATIONAL PROPERTY MAINTENANCE CODE

• 2021 INTERNATIONAL MECHANICAL CODE

• 2021 INTERNATIONAL FIRE CODE

• 2020 NATIONAL ELECTRIC CODE

• 2020 ICC 600 STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH WIND REGIONS CODE

C. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SERVICES, AND STARTUP FOR ALL WORK IN

ACCORDANCE WITH PROVISIONS OF THE CONTRACT DOCUMENTS. ALTHOUGH SUCH WORK IS NOT

SPECIFICALLY INDICATED, FURNISH AND INSTALL ALL SUPPLEMENTARY OR MISCELLANEOUS ITEMS, APPURTENANCES, AND DEVICES INCIDENTAL TO OR NECESSARY FOR A SOUND, SECURE, AND

COMPLETE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER.

D. THE ELECTRICAL DRAWINGS ARE SCHEMATIC IN NATURE AND ARE PROVIDED TO SHOW THE INTENT OF THE WORK. PROVIDE WORK AND EQUIPMENT NECESSARY TO COMPLETE THE INSTALLATION IN ACCORDANCE WITH APPLICABLE BUILDING CODES, STATE AND LOCAL BUILDING CODES, OWNERS INSURANCE UNDERWRITER(S), NFPA, AND OTHER GOVERNING AUTHORITIES HAVING JURISDICTION.

E. CONDUIT, AND EQUIPMENT CONNECTIONS SHOWN ON THE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE PROVIDED AS A GUIDE FOR THE INSTALLATION OF EQUIPMENT AND ASSOCIATED SYSTEMS.

THE DRAWINGS SHALL NOT BE SCALED FOR ROUGHING IN MEASUREMENTS OR TO SERVE AS SHOP

DRAWINGS. PROVIDE MINOR ADJUSTMENTS TO THE CONDUIT, AND EQUIPMENT AS REQUIRED TO

SUIT FIELD CONDITIONS WITHOUT ADDITIONAL COST TO THE OWNER. MAJOR DEVIATIONS TO THE

DESIGN REQUIRE PRIOR APPROVAL BEFORE STARTING WORK. CONTRACTOR SHALL COORDINATE

WITH OTHER DISCIPLINES FROM LAYOUT THROUGH CONSTRUCTION AND RESOLVE ANY

INTERFERENCES PRIOR TO INSTALLATION. PROMPTLY REPORT UNRESOLVED INTERFERENCES AND

CONFLICTS TO OWNER.

F. SUPPORTS, ROOF AND WALL OPENINGS, EQUIPMENT CONNECTIONS, EQUIPMENT ARRANGEMENT, AND ELECTRICAL POWER PROVISIONS FOR EQUIPMENT PROVIDED BY OTHER DIVISIONS, ARE BASED ON PRELIMINARY INFORMATION FOR THE BASIS OF DESIGN EQUIPMENT SELECTION. PROVIDE AND

INSTALL EQUIPMENT SUPPORTS, MAKE ROOF AND WALL OPENINGS, ADJUST OVERCURRENT

PROTECTION SIZE AND TYPE, ADJUST EQUIPMENT SPACE ARRANGEMENT, AND PROVIDE

ELECTRICAL BRANCH CIRCUIT AND DISTRIBUTION MODIFICATIONS BASED UPON CERTIFIED

EQUIPMENT DRAWINGS, WITHOUT ADDITIONAL COST TO THE OWNER.

G. FURNISH AND INSTALL THE NECESSARY APPURTENANCES AND MINOR AUXILIARIES REQUIRED TO MAKE EACH SYSTEM COMPLETE AND OPERABLE IN EVERY RESPECT. FURNISH AND INSTALL WORK

DESCRIBED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR VICE VERSA.

WIRING & RACEWAYS NOTES

A. MINIMUM BRANCH CIRCUIT WIRE SIZE SHALL BE #12 AWG EXCEPT LIFE SAFETY BRANCH CIRCUIT

WIRING WHICH SHALL BE MINIMUM #10 AWG. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR

LENGTHS AS PER SPECIFICATIONS AND SCHEDULED ON THIS DRAWING. INCLUDE GROUND

CONDUCTOR DERATINGS.

B. MINIMUM CONDUIT SIZE IS 3/4" UNLESS OTHERWISE NOTED.

C. PROVIDE DEDICATED NEUTRAL FOR EACH BRANCH CIRCUIT IN MULTI-WIRE HOMERUNS.

D. ALL RACEWAYS AND CABLES SHALL CONTAIN A GREEN INSULATED COPPER GROUNDING

CONDUCTOR.

E. THE MAXIMUM NUMBER OF CURRENT CARRYING CONDUCTORS IN ANY ONE CONDUIT SHALL BE

LIMITED TO SIX.

F. IN LIGHTING CIRCUITS, THE NEUTRAL SHALL BE CONSIDERED A CURRENT CARRYING CONDUCTOR.

G. OUTLET AND JUNCTION BOXES SHALL NOT BE INSTALLED IN A MANNER SIDE BY SIDE OR BACK TO

BACK THAT WILL IMPACT SMOKE TIGHT BARRIERS, SOUND TRANSITION, ETC.

H. PER AHJ OR LOCAL CODES. FOR ABOVE NON-ACCESSIBLE HARD CEILING AREAS, LOCATE JUNCTION

BOXES OUTSIDE NON-ACCESSIBLE AREA, OR PROVIDE ACCESS PANEL IN CEILING.

I. CIRCUIT NUMBERS SHOWN FOR EQUIPMENT WIRED TO EXISTING PANELBOARD(S) IS SHOWN FOR

DESIGN INTENT ONLY AND MAY NOT CORRESPOND TO ACTUAL CIRCUIT BREAKER MOUNTING

POSITION IN THE PANEL. UPDATE THE AS-BUILT DRAWINGS WITH THE ACTUAL CIRCUIT NUMBERS

USED TO CORRESPOND TO THE PANEL DIRECTORY.

ARCHITECTURAL COORDINATION NOTES:

A. WHERE NEW RACEWAYS PENETRATE EXISTING FIRE RATED ASSEMBLIES, CONTRACTOR SHALL

RESTORE THE EXISTING FIRE RATING USING APPROPRIATE FIRE STOPPING MATERIALS PER

SPECIFICATIONS.

EXISTING SITE / DEMOLITION NOTES:

A. CONTRACTOR SHALL SURVEY THE SITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS TO

DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO FACILITATE NEW CONSTRUCTION AND

INCLUDE ALL SUCH WORK IN HIS BID.

B. IF ANY EXISTING TO REMAIN EQUIPMENT OUTSIDE OF THE SOURCE OF WORK AREA BECOMES UN-

INTENTIONALLY DE-ENERGIZED BY THIS DEMOLITION WORK, PROPERLY RESTORE THE POWER

CONNECTION TO THE ORPHANED EQUIPMENT.

ABBREVIATIONS

A AMPERE

AC ARMOR CLAD CABLE

AF AMP FRAME

AFCI ARC-FAULT CIRCUIT INTERRUPTING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFU AMP FUSE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

AM AMMETER

ANN ANNUNCIATOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AS AMP SENSOR

ASW AMP SWITCH

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BDF BUILDING DISTRIBUTION FRAME

BFC BELOW FINISHED CEILING

BFG BELOW FINISHED GRADE

BKBD BACKBOARD

BKR BREAKER

BPS BOLTED PRESSURE SWITCH

C CONDUIT

CAT CATALOG

CATV CABLE ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CEC CHICAGO ELECTRICAL CODE

CKT CIRCUIT

CLG CEILING

CM CONSTRUCTION MANAGER

CO COMPANY

COAX COAXIAL

CT CURRENT TRANSFORMER

CTTS CLOSE TRANSITION TRANSFER SWITCH

CU COPPER

DC DIRECT CURRENT

DHCP DYNAMIC HOST CONFIGURATION PROTOCOL

DIA DIAMETER

DIV DIVISION

DN DOWN

DO DRAWOUT

DPDT DOUBLE POLE DOUBLE THROW

DPST DOUBLE POLE SINGLE THROW

DS DISCONNECT SWITCH

DSP DIGITAL SIGNAL PROCESSOR

DVD DIGITAL VERSATILE DISC

DVR DIGITAL VIDEO RECORDER

DVS DIGITAL VIDEO SURVEILLANCE

DWG DRAWING

EA EACH

EF EXHAUST FAN

EGS ENGINE-GENERATOR SET

ELEC ELECTRIC

ELEV ELEVATOR

EMT ELECTRICAL METALLIC TUBING

EO EQUIPMENT BY OWNER

EOL END OF LINE DEVICE

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPLOSION PROOF

FA FIRE ALARM

FACU FIRE ALARM CONTROL UNIT

FBO FURNISHED BY OWNER

FI FILM ILLUMINATOR

FLR FLOOR

FLUOR FLUORESCENT

FPS FRAMES PER SECOND

FPU FIELD PROCESSING UNIT

FS FUSED SWITCH

FTL FEED THRU LUGS

GA GAUGE

Gb GIGABIT

GE GROUNDING EQUALIZER CONDUCTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTING

GFI GROUND FAULT INTERRUPTING

GFR GROUND FAULT RELAY

GFRT GROUND FAULT RELAY TEST PANEL

GND GROUND

HCT HARMONIC CONDITIONING TRANSFORMER

HF HARMONIC FILTER

HFT HARMONIC FILTER WITH INTEGRAL

TRANSFORMER

HID HIGH INTENSITY DISCHARGE

HOA HAND OFF AUTO

HP HORSEPOWER

HST HARMONIC SUPPRESSION TRANSFORMER

HSKPG HOUSEKEEPING

HTR HEATER

HV HIGH VOLTAGE

HZ HERTZ (CYCLES/SECOND)

ICC INTERMEDIATE CROSS CONNECT

ID INSIDE DIAMETER

IDF INTERMEDIATE DISTRIBUTION FRAME

IMC INTERMEDIATE METAL CONDUIT

IP INTERNET PROTOCOL

IPS IMAGES PER SECOND

iSCSI INTERNET SMALL COMPUTER SYSTEM

INTERFACE

IR INFRARED

JB JUNCTION BOX

KO KNOCK OUT

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

KWH KILOWATT HOUR

LA LIGHTNING ARRESTOR

LAN LOCAL AREA NETWORK

LCD LIQUID CRYSTAL DISPLAY

LED LIGHT EMITTING DIODE

LS LIFE SAFETY

LTD LONG TIME DELAY

LTG LIGHTING

LV LOW VOLTAGE

MAG MAGNETIC

MAN MANUAL

MAX MAXIMUM

MATV MASTER ANTENNA TELEVISION

Mb MEGABIT

MC METAL CLAD CABLE

MCA MINIMUM CIRCUIT AMPERES

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCS MOLDED CASE SWITCH

MCP MOTOR CIRCUIT PROTECTOR

MDF MAIN DISTRIBUTION FRAME

MDP MAIN DISTRIBUTION PANELBOARD

MECH MECHANICAL

MER MAIN EQUIPMENT ROOM

MFGR MANUFACTURER

MFS MAIN FUSED SWITCH

MGP MEDICAL GAS PANEL

MH MANHOLE

MI MINERAL INSULATED CABLE

MIC MICROPHONE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MULTIMODE

MOCP MAXIMUM OVERCURRENT PROTECTION

MTD MOUNTED

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

N NEUTRAL

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOC NETWORK OPERATIONS CENTER

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OCPD OVERCURRENT PROTECTIVE DEVICE

OD OUTSIDE DIAMETER

OH OVERHEAD

P POLE

PA PUBLIC ANNOUNCEMENT

PB PULLBOX/PUSHBUTTON

PC PERSONAL COMPUTER

PCU PACKAGED CONTROL UNIT

P/E PNEUMATIC- ELECTRIC

PH PHASE

PNL PANELBOARD

PLC PROGRAMMABLE LOGIC CONTROLLER

PoE POWER OVER ETHERNET

PRI PRIMARY

PSU PATIENT SERVING UNIT

PT POTENTIAL TRANSFORMER

PTZ PAN TILT ZOOM

PVC POLYVINYL CHLORIDE

PWR POWER

RAID REDUNDANT ARRAY OF INDEPENDENT DISKS

RCP REFLECTED CEILING PLANS

RCPT RECEPTACLE

RE REFER TO

REF REFRIGERATOR

RF RADIO FREQUENCY

RF RETURN FAN

RFID RADIO FREQUENCY IDENTIFICATION DEVICE

RGS RIGID GALVANIZED STEEL

RM ROOM

RTLS REAL TIME LOCATION SYSTEM

RUPS ROTARY HYBRID UNINTERRUPTIBLE POWER

SUPPLY

SCHED SCHEDULE

SEC SECONDARY

SF SUPPLY FAN

SFL SUB FEED LUGS

SFP SURGICAL FACILITY PANEL

SH SHEET

SM SINGLE MODE

SP SINGLE POLE

SPDT SINGLE POLE DOUBLE THROW

SPST SINGLE POLE SINGLE THROW

SPC SPACE

SPEC SPECIFICATION

SPKR SPEAKER

SPR SPARE

SS STAINLESS STEEL

ST SHUNT TRIP

STD SHORT TIME DELAY

STP SHIELDED TWISTED PAIR

STR STARTER

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL

TB TERRA BYTES

TBB TELECOMMUNICATIONS BONDING BACKBONE

TC TERMINAL CABINET

TERM TERMINAL

TEL TELEPHONE

TGB TELECOMMUNICATIONS GROUNDING BUSBAR

THD TOTAL HARMONIC DISTORTION

TMGB TELECOMMUNICATIONS MAIN GROUNDING

BUSBAR

TR TELECOMMUNICATIONS ROOM

TRANS TRANSITION

TSER TELECOMMUNICATIONS SERVICE ENTRANCE

ROOM

TTC TELEPHONE TERMINAL CABINET

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION

TYP TYPICAL

UC UNDER COUNTER

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

USS UNIT SUBSTATION

UTP UNSHIELDED TWISTED PAIR

V VOLT

VAV VARIABLE AIR VOLUME

VM VOLTMETER

VolP VOICE OVER INTERNET PROTOCOL

VPI VACUUM-PRESSURE IMPREGNATED

VSD VARIABLE SPEED DRIVE

W WATT

WAN WIDE AREA NETWORK

WAP WIRELESS ACCESS POINT

WLAN WIRELESS LOCAL AREA NETWORK

WP WEATHERPROOF

XFMR TRANSFORMER

DEVICE SUBSCRIPTS

II ROMAN NUMERAL INDICATES QUANTITY OF GANGED DEVICES UNDER COMMON FACEPLATE

a LOWER CASE LETTER(S) INDICATES MULTI SWITCH CONTROL ARRANGEMENT

7 NUMERAL INDICATES BRANCH CIRCUIT NUMBER

A WITH AUXILIARY CONTACTS

B REMOVE DEVICE AND INSTALL BLANK COVERPLATE

BF BLANK FACE GFCI

BS ITEM CONTROLLED BY BED STOP RELAY

C ITEM INSTALLED FLUSH IN CEILING

C* CONTROL POINT IDENTIFIER (*INDICATES CONTROL NUMBER)

D 120 VOLT DISCONNECT SWITCH ARRANGEMENT

E EXISTING BACKBOX TO REMAIN AND BE REUSED

EN EXISTING LOCATION NEW DEVICE

EO EQUIPMENT SUPPLIED BY OWNER

EQ ITEM INSTALLED IN EQUIPMENT

ER EXISTING TO BE REMOVED

ERL EXISTING TO BE RELOCATED

EX EXISTING

FL ITEM INSTALLED FLUSH IN FLOOR

GFCI GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE

GFI GROUND FAULT CIRCUIT INTERRUPTING BREAKER PROTECTED

GFP FEED THROUGH GROUND FAULT CIRCUIT INTERRUPTING PROTECTED

H HORIZONTALLY MOUNTED

HA HIGH ABUSE COVERPLATE

HG HOSPITAL GRADE

IG ISOLATED GROUND RECEPTACLE

K KEY OPERATED

L LOCATOR STYLE SWITCH OPERATING HANDLE

LV LOW VOLTAGE

M MULLION MOUNTED

M* MONITORING POINT IDENTIFIER (*INDICATES MONITORING POINT)

NL NIGHT LIGHT RECEPTACLE

NLG NIGHT LIGHT GFCI RECEPTACLE

P PILOT TYPE SWITCH OPERATING HANDLE

PP FOR AUTO DOOR PUSH PLATE

Q QUAD (DOUBLE DUPLEX) DEVICE

R RECESSED

S SURFACE MOUNTED

SG SAFETY GROUNDING RECEPTACLE

SP SURGE PROTECTOR RECEPTACLE

SW SPLIT WIRED RECEPTACLE FOR REMOTE SWITCHING

TR TAMPER RESISTANT

USB USB PORT CHARGING RECEPTACLE

W ITEM INSTALLED 3'-8" AFF OR AS DETAILED

WG WIRE GUARD

WP WEATHERPROOF

WPS WEATHERPROOF SPRING COVER

Z* DEVICE ZONE IDENTIFIER (* INDICATES ZONE NUMBER)

DRAWING NOTES AND DESIGNATIONS

BRANCH VOLTAGE DROP

CONDUCTOR AWG #12 #10 #8

MAXIMUM CONDUCTOR LENGTH AT 120V 95 160 245

MAXIMUM CONDUCTOR LENGTH AT 277V 225 375 565

MAXIMUM CONDUCTOR LENGTH AT 208V 1 PH. 170 280 425

MAXIMUM CONDUCTOR LENGTH AT 480V 1 PH. 390 650 985

GROUND CONDUCTOR AWG #12 #10 #8

NOTES:

1. INCREASE BRANCH CIRCUIT CONDUCTOR AS INDICATED.

2. BASED ON 20A CIRCUIT LOADED TO 10A USING SINGLE PHASE, 2 WIRE CIRCUITS.

3. SCHEDULE REPRESENTS MINIMUM CONDUCTOR SIZE BASED ON LENGTH OF

BRANCH CIRCUIT CONDUCTOR FROM PANEL TO PHYSICAL CENTER OF LOAD TO

OVERCOME VOLTAGE DROP. 3% VOLTAGE DROP ASSUMED.

4. TRANSITION FROM LARGER CONDUCTOR SIZE TO #12 FOR FINAL TERMINATION TO

OUTLET DEVICE. PROVIDE JUNCTION BOX WITHIN 10' OF OUTLET. EXTEND #12

CONDUCTOR TO OUTLET.

DRAWING KEYED NOTESX

EXISTING EQUIPMENT DESIGNATION(E) XXX

WIRE AND CABLE

SPLICE

NUMBERS INDICATES SOURCE PANELBOARD AND CIRCUIT(S)1LNL1-12

NEUTRAL WIRE SHOWN AS A LONG LINE, PHASE WIRE SHOWN AS SHORT LINES, AND

GROUND WIRE SHOWN AS LONG LINE WITH DOT

1LNL1

5 THREE CIRCUIT HOME RUN IN CONDUIT TO ASSOCIATED PANELBOARD. NUMBERS

INDICATE CIRCUIT NUMBERS. ARROWS INDICATE QUANTITY OF 20A-1P CIRCUITS. SLASH

MARKS INDICATE QUANTITY OF WIRE

30A-2P

1LNL1

#10

MULTI-CIRCUIT HOME RUN IN CONDUIT TO ASSOCIATED PANELBOARD. SLASH MARKS

INDICATE QUANTITY OF WIRES. PHASE WIRE SIZE SHOWN FOLLOWING THE # SYMBOL IF

APPLICABLE

LIGHTING DAYLIGHT ZONE

Project No.:

Drawing Title:

T h e C a n n o n C o rp o ra ti o n

Fittz & Shipman Inc.

Civil Engineering

1405 Cornerstone Ct.

Beaumont, TX 77706

(409) 832-7239

Project Cost Resources Cost Estimating

24285 Katy Fwy, Suite 300 Katy, TX 77494

(254) 331-7362

007743.00

Women's Softball Field Turf Replacement

Lamar University

Issuance Description Date www.cannondesign.com

BID SET 02/24/2026

ENGINEER OF RECORD

HAROLD JOHN VETTER II

TBPE NO. 112620

FIRM: F-9536

E001

NOTES, LEGENDS,

SYMBOLS AND

ABBREVIATIONS

3737 Buffalo Speedway, Suite 1200

P: 713.621.2100

F: 713.621.2178

Houston, TX 77098

02.24.2026

EAST

CAR

DINAL

DRIV

EXISTING

SCOREBOARD

POWER AND DATA

EXISTING TV AREA

POWER AND DATA

EXISTING CHAINLINK FENCE

AND DEMOLITION LIMIT

EXISTING LOCKABLE

CABINET FOR TV AND

DATA MOUNTED ON

COLUMN

EXIST. PNL 'LB'

EXIST. LTG. CTRL. PNL

EXIST. PNL 'HB'

EXIST. PNL 'LA'

EXIST. LGT. CTRL PNL

MUSCO LIGHTING CONTROL PANEL

EXIST. DIST. PNL 'HA'

EXIST. 12"X12"X3'

NEMA 3R HINGED

WIREWAY

EXIST. DISC. "SW-S"

EXIST. POWER

CO. METER

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File details come from the government source that posted it. Updated Mar 24, 2026.