8-04 - Plan Drawings.pdf

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-7

BELL FARMS PID PLAYA PARK

LUBBOCK COUNTY, TEXAS

RETAINING WALL IMPROVEMENT PROJECT

AN ADDITION TO THE CITY OF LUBBOCK,

Ursuline Street

Brownfield Hwy.

US 62-82

Sl id e

R oa d

98th Street

82nd Street

Loop 289

Clovis Hwy. US 84

LUBBOCK LOCATION MAP

NOT TO SCALE

M ilw au ke e Av en ue

U pl an d

A ve nu e

Al co ve

A nu e

Fr an kf or d

Av en ue

City Limits

66th Street

SPUR 327

In le r nu e

19th Street

Q ui ts na ue

Al co nu e

U pl an d

A ve nu e

City Limits

City Limits

4th Street

M ilw au ke ue

Av ue

M .L

. K in g Bl vd

Q ua ke ue

US 84

In di an a

A ve nu e

U ni ve rs ity nu e

In te rs ta te H w y.

66th Street

50th Street

Av

P

Slaton Hwy.82nd Street

City Limits

Erskine

In te rs ta te H ig hw ay

U ni ve rs ity ue

19th Street

34th StreetIn di an a ue

Erskine Street Av

Q

4th Street

Kent Street

City Limits

W oo d Municipal Dr.

M .L

. K in g

Bl vd

19th Street

Lo op

C ity

L im its

Regis Kent Street

Bluefield

C ity

L im its

O liv e

US 82

130th Street

114th Street

146th Street

C ity

L im its

DECEMBER 2025

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PROJECT LOCATION

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

C100.1

BELL FARMS

PID PLAYA

PARK

SITE

DIMENSION

PLAN

N O

R

TH

Site Dimension Notes

UTILITY ONE-CALL NOTE:

GENERAL DIMENSION NOTES:

LEGEND

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EXISTING PLAYGROUND

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NEW 5' WIDE CONCRETE SIDEWALK

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SHEET NUMBER

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SHEET NAME

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NO.

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DATE

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DESCRIPTION

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FILE PATH:

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DRAWN BY:

AutoCAD SHX Text O:\Bell Farms\A\Engineering\Drawings\SDIM_BELF_A

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2018 - HUGO REED AND ASSOCIATES, INC.

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AutoCAD SHX Text SIDEWALKS SHOWN ON THIS PLAN SHEET SHALL HAVE A WIDTH OF 5' CONTRACTOR WILL REFER TO ARCHITECT'S PLAN SHEETS FOR DIMENSIONS, DETAILS, SURFACE FINISHED OR SPECIFICATIONS OF ANY SPECIAL FLATWORK IN AMENITY AREAS.

AutoCAD SHX Text CONTRACTOR TO NOTIFY ONE-CALL CENTER BY CALLING 811 OR 800-344-8377 FOR UTILITY LOCATES AT LEAST 2 WORKING DAYS, AND NOT MORE THAN 14 DAYS, PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. MARKS ( PAINT, FLAGS, STAKES, ETC. ) ARE VALID 14 DAYS.

AutoCAD SHX Text REFER TO SITE CIVIL GRADING PLAN DETAIL SHEET FOR DIMENSIONING, CONSTRUCTION DETAILS AND VERTICAL LAYOUT OF INDIVIDUAL PAVING AND HARDSCAPE ITEMS SUCH AS CURBING, WALKWAYS, VALLEY GUTTERS, ISLANDS, DRIVE ENTRANCES, ACCESSIBLE RAMPS, ORNAMENTAL PAVING, PLANTER ISLANDS AND OTHER SPECIFIC HARDSCAPE FEATURES. REFER TO LANDSCAPE PLANS FOR FINAL DISPOSITION, LAYOUT, AND DIMENSIONS OF IRRIGATION, TREES, ORNAMENTAL PLANTINGS, GROUND COVERS, ISLAND OR PLANTER BEDDING AND ANY OTHER LANDSCAPE FEATURES. REFER TO ARCHITECT'S PLANS TO VERIFY THE LAYOUT AND DIMENSIONS OF INTERIOR STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FINISHED CONSTRUCTION. ALSO REFER TO ARCHITECT'S PLANS FOR CONSTRUCTION OF PROPOSED EXTERIOR FEATURES OF BUILDINGS, STRUCTURES, FOOTINGS, RETAINING WALLS, EQUIPMENT, LIGHTING, STEPS, FENCING, SCREENING, HANDRAILS, GUARDRAILS, SIGNAGE OR OTHER ARCHITECTURAL FEATURES.

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EXISTING CONCRETE PAVING

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EXISTING ASPHALT PAVING

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NEW CONCRETE PAVING

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PROPOSED LIGHT POLE

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EXISTING CONTOUR

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PROPOSED CONTOUR

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EXISTING TREE

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PROPOSED TREE

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TERRY L. WHITE, II

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12/11/2025

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

C300.1

BELL FARMS

PID PLAYA

PARK

SITE GRADING

PLAN

N O

R THSite Grading Notes

FILL MATERIAL AND PLACEMENT REQUIREMENTS:

SITE FILL MATERIAL DENSITY REQUIREMENTS:

EROSION CONTROL NOTE:

GENERAL REGULATORY NOTE:

UTILITY ONE-CALL NOTE:

GENERAL GRADING / PAVING NOTES:

FLATWORK CONSTRUCTION JOINT

FLATWORK EXPANSION JOINT

TYPICAL FLATWORK CROSS-SECTION

FLATWORK ISOLATION JOINT

FLATWORK NOTE

LEGEND

PLAYA LAKE 192 DATA COL MDP 2010 UPDATE:

PLAYA LAKE SYSTEM = SYSTEM K

PLAYA LAKE SUB-BASIN ID = K805

PLAYA LAKE TYPE = TRUE NON-OVERFLOW

NATURAL OVERFLOW ELEVATION = 3195.0 NAVD88

100-YR NATURAL PWSE = 3190.6 NAVD88

500-YR NATURAL PWSE = 3194.0 NAVD88

EARTHWORK VOLUMES SHOWN:

CUT (EXCAVATION) = 43 CY

FILL (EMBANKMENT) = 106 CY (IN-PLACE)

TOTAL DISTURBED AREA AS SHOWN ON THIS PLAN = 0.25 AC

TOTAL SURFACE AREA AT 500-YEAR NATURAL PWSE WITHIN SUBJECT PROPERTY 35.0 ACRES

**NET 63 CY OF FILL...63 CY SHOULD BE REMOVED FROM LAKE SOUTH OF EXISTING SIDEWALK**

A

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SECTION A-A

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EXISTING PLAYGROUND

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NEW STONE BENCH

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NEW STONE BENCH

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NEW STONE BOULDERS

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NEW STONE BENCH

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NEW STONE BENCH

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NEW 5' WIDE CONCRETE SIDEWALK

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REMOVE EXISTING STONE RETAINING WALL

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NEW STONE BOULDERS

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SHEET NUMBER

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SHEET NAME

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NO.

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DATE

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DESCRIPTION

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FILE PATH:

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DRAWN BY:

AutoCAD SHX Text O:\Bell Farms\A\Engineering\Drawings\SGRD_BELF_A

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2018 - HUGO REED AND ASSOCIATES, INC.

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AutoCAD SHX Text FILL MATERIALS ASSOCIATED WITH BUILDINGS / STRUCTURES / RETAINING WALLS AND OTHER

AutoCAD SHX Text ARCHITECTURAL ELEMENTS SEPARATE FROM THE GENERAL SITE CONSTRUCTION WILL CONFORM TO

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THE REQUIREMENTS SET FORTH IN THE SOILS ENGINEERING REPORT AND/OR THE ARCHITECT

AutoCAD SHX Text / STRUCTURAL ENGINEERING REQUIREMENTS. SHOULD THERE BE ANY QUESTION REGARDING THE

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MATERIAL REQUIREMENTS OF THE FILL MATERIAL, THE MOST STRINGENT REQUIREMENT SHALL

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GOVERN.

AutoCAD SHX Text SITE AREAS TO RECEIVE FILL SHALL BE STRIPPED OF SURFACE VEGETATION AND DELETERIOUS

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MATERIALS TO A MINIMUM DEPTH OF 3 INCHES BELOW EXISTING GRADE. SUITABLE TOPSOIL

AutoCAD SHX Text MATERIALS THAT ARE STRIPPED SHALL BE STOCKPILED ON-SITE AS DIRECTED BY OWNER. THE

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STRIPPED SURFACES SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES AND

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COMPACTED IN-PLACE BEFORE THE INITIAL LIFT OF ANY FILL MATERIAL IS PLACED.

AutoCAD SHX Text ALL MATERIAL PLACED AS 'FILL' FOR SITE USE SHALL BE 'CLEAN' EARTHEN MATERIALS FREE OF

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DELETERIOUS AMOUNTS OF ORGANIC MATERIAL, LARGE ROCK, DEBRIS, OR OTHER MATERIALS

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CONSIDERED CONTAMINANTS.

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PRIOR TO PLACEMENT OF ANY FILL MATERIAL, CONTRACTOR SHALL HAVE THE SOIL MOISTURE

AutoCAD SHX Text DENSITY CURVE ESTABLISHED AND ATTERBERG LIMITS DETERMINED FOR USE IN SUBSEQUENT FIELD

AutoCAD SHX Text DENSITY QUALITY CONTROL TESTING. IF THE NATURE OF FILL MATERIAL DEVIATES, EACH MATERIAL

AutoCAD SHX Text SHALL BE TESTED AND CLASSIFIED PRIOR TO USE. ALL FILL MATERIAL PLACED IS SUBJECT TO

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THE APPROVAL OF THE OWNER / ENGINEER / AND OR ARCHITECT.

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IMPORTED SELECT FILL MATERIAL FOR SITE USE SHALL MEET THE FOLLOWING MINIMUM

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REQUIREMENTS

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(ASTM D4318, C117, AND D2487; TEX 107-E):

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PARTICLE SIZE: MAXIMUM

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PLASTICITY INDEX RANGE: MINIMUM

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LIQUID LIMIT: MAXIMUM

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GRADATION: SUBJECT TO APPROVAL BY ENGINEER AND/OR ARCHITECT.

AutoCAD SHX Text Regardless of final disposition, all fill is subject to the following minimum requirements:

AutoCAD SHX Text Testing shall be performed in accordance with ASTM standards by a commercial testing labora-

AutoCAD SHX Text standard Proctor density in accordance with ASTM D-698. Moisture content for all fill densities

AutoCAD SHX Text inclusion with certified grading plan if record documents becomes necessary.

AutoCAD SHX Text certified grading plan if record documents become necessary.

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(1) acre shall have a minimum of three (3) field densities for each six inch (6") depth.

AutoCAD SHX Text Each lift shall have a maximum compacted depth of six inches (6").

AutoCAD SHX Text All fill materials on site shall be compacted to an absolute minimum of ninety-five 95%%%

AutoCAD SHX Text method), ASTM D-1556 (sand cone density method), or ASTM D-2922 (nuclear density method).

AutoCAD SHX Text A minimum of Four (4) field densities shall be taken per acre of fill material and densities shall

AutoCAD SHX Text be taken for each six inch (6") depth, or portion thereof, of succeeding depths of fill material.

AutoCAD SHX Text Each area of fill material less than one half (1/2) acre shall have a minimum of two (2) field

AutoCAD SHX Text densities for each six inch (6") depth, and areas of fill between one half (1/2) acre and one

AutoCAD SHX Text The field densities shall be taken in such a manner as to be a representative sampling of the

AutoCAD SHX Text approximate equal areas of each acre being tested. Testing shall not occur at the same

AutoCAD SHX Text location in succeeding depths, so a representative sampling of the total fill may be obtained.

AutoCAD SHX Text Copies of all test results with location maps shall be furnished to the Owner Engineer for

AutoCAD SHX Text The location of the field density tests shall be indicated upon a map to become a part of a

AutoCAD SHX Text Field densities shall be determined in accordance with ASTM D-2167 ( rubber balloon density

AutoCAD SHX Text (6") depths. The location of tests shall be proportionately spaced to represent six inch (6")

AutoCAD SHX Text tory. ASTM is the American Society for Testing and Materials.

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AutoCAD SHX Text shall be within minus one-percent (-1.0%) to plus two-precent (+2.0%) of optimum.

AutoCAD SHX Text Densification of fill material associated with Buildings/Structures/Retaining Walls and other architectural elements separate from the general site construction will conform to the requirements set forth in the soils engineering report and/or the architect / structural engineering requirements. Should there be any question regarding the density requirements of fill material, the most stringent requirement shall govern.

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= 3 INCHES

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= 4, MAXIMUM = 20

AutoCAD SHX Text = 35

AutoCAD SHX Text CONTRACTOR TO NOTIFY ONE-CALL CENTER BY CALLING 811 OR 800-344-8377 FOR UTILITY LOCATES AT LEAST 2 WORKING DAYS, AND NOT MORE THAN 14 DAYS, PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. MARKS ( PAINT, FLAGS, STAKES, ETC. ) ARE VALID 14 DAYS.

AutoCAD SHX Text THE CONTRACTOR IS TO OBTAIN ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF LUBBOCK PRIOR TO COMMENCING PHASES OF CONSTRUCTION THAT REQUIRE SUCH APPROVAL. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH APPLICABLE O.S.H.A. REGULATIONS AND TEXAS STATE LAW CONCERNING CONSTRUCTION METHODS. AT ALL TIMES THAT WORK IS PROGRESSING, THE CONTRACTOR SHALL HAVE A DESIGNATED COMPETENT PERSON ON-SITE WHO SHALL BE RESPONSIBLE FOR SUPERVISING THE WORK AND WHOSE DUTY IT WILL BE TO PERFORM REQUIRED SAFETY INSPECTIONS AND TO DIRECT ALL REQUIRED CONSTRUCTION SAFETY ACTIVITIES. MUNICIPAL INFRASTRUCTURE INCLUDING UTILITY MAINS ARE ANTICIPATED TO BE CONSTRUCTED WITH THIS PROJECT. IF NECESSARY, REFER TO PLANS APPROVED AND/OR STAMPED 'FOR CONSTRUCTION' BY THE CITY OF LUBBOCK IF APPLICABLE. REFER TO ARCHITECT'S PLANS FOR ANY SPECIALTY PAVING ITEMS, INTERIOR PAVING, RETAINING WALLS, STEPS, OR ANY OTHER HARDSCAPE ITEMS NOT SPECIFICALLY NOTED IN THE CIVIL SITE PLANS. MATERIALS AND CONSTRUCTION OF ANY PAVING / HARDSCAPE ITEM NOT SPECIFICALLY DELINEATED IN THE CIVIL PLANS SHALL MEET THE ARCHITECT'S REQUIREMENTS AND/OR MANUFACTURER'S SPECIFICATIONS, AND MEET ALL APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS.

AutoCAD SHX Text CONTRACTOR SHALL ENSURE THAT A CITY OF LUBBOCK STORMWATER MANAGEMENT DEPARTMENT CONSTRUCTION SWP3 REVIEW APPLICATION (ORDINANCE NO. 2008-O0095) HAS BEEN SUBMITTED AND APPROVED, AND THAT THE PROPER TPDES GENERAL PERMIT TXR150000 HAS BEEN ISSUED FOR THE PROJECT PRIOR BEGINNING WORK. REFER TO AND PROPERLY CONSTRUCT AND MAINTAIN ALL SWP3 MEASURES SET FORTH IN THE TPDES GENERAL PERMIT AND THE SEPARATE SWP3 PLAN PREPARED BY OTHERS.

AutoCAD SHX Text ALL ELEVATIONS ARE NAVD88. ADD 3200 WHERE NECESSARY TO OBTAIN NAVD88 ELEVATION. SPOT ELEVATIONS WITHOUT DESIGNATION ARE TOP-OF-SIDEWALK ELEVATIONS. PROPOSED CONTOURS SHOWN IN THE PLANS ARE FINISHED GRADE WHETHER TOP-OF-PAVING, TOP-OF-HARDSCAPE, OR AREAS TO BE LANDSCAPED. CONTRACTOR SHALL SALVAGE TOPSOIL FOR FINAL PLACEMENT IN LANDSCAPED AREAS. STORE AS DIRECTED BY OWNER. CROSS-SLOPES FOR SIDEWALKS, FLATWORK OR ACCESSIBLE ROUTES SHALL NOT EXCEED 2%. SLOPES ALONG THE TRAVELED WAY OF ALL SUCH FEATURES SHALL NOT EXCEED 5%. REFER TO LANDSCAPE PLANS FOR FINAL DISPOSITION OF NON-HARDSCAPE AREAS. ALL PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT PROVIDED BY OWNER OR AS NOTED ON THE PLANS. ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT SHALL MEET THE APPLICABLE REQUIREMENTS AND BE PLACED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT, AND LATEST VERSION OF THE CITY OF LUBBOCK PUBLIC WORKS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS. SHOULD THERE BE ANY QUESTION REGARDING REQUIREMENTS FOR MATERIALS THE MOST STRINGENT REQUIREMENTS SHALL GOVERN.

AutoCAD SHX Text 4000 PSI PCC FLATWORK (w/ 6x6 NO.10 WIRE MESH)

AutoCAD SHX Text 5"

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MIN.

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ASTM D698

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95% STANDARD PROCTOR

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SUBGRADE COMPACTED TO

AutoCAD SHX Text 4000 PSI PCC FLATWORK (w/ 6x6 NO.10 WIRE MESH)

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WITH PREMOLDED FILLER,

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30'-0" O.C. MAX. EACH WAY

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BACKER ROD & SEALANT

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1/2" EXPANSION JOINT

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TOOLED EDGE

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MIN.

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ASTM D698

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95% STANDARD PROCTOR

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SUBGRADE COMPACTED TO

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1/2" WIDTH

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1-3/4" DEPTH

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CONTRACTOR RESPONSIBLE TO PROTECT ALL ABUTTING STRUCTURES.

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BUILDING, STRUCTURE, WALL, CURB, OR EXISTING PAVEMENT.

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APPLY CONTINUOUS BEAD OF SILICONE SEALANT ENTIRE JOINT LENGTH.

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FULL DEPTH PREFORMED BITUMINOUS JOINT FILLER

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NOTE:

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AT 5' INTERVALS OR AS SHOWN

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TOOLED JOINT (1/2" DEEP)

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MIN.

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ASTM D698

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95% STANDARD PROCTOR

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SUBGRADE COMPACTED TO

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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SUBGRADE COMPACTED TO

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95% STANDARD PROCTOR

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ASTM D698

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NOT TO SCALE

AutoCAD SHX Text ALL CONCRETE SIDEWALK AND GENERAL FLATWORK SHALL BE FIBER MESH CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI, 3 TO 5 SLUMP RANGE, AND A 5% (±1%) MAXIMUM AIRENTRAINMENT. ALL SIDEWALK / ACCESS ROUTES SHALL BE CONSTRUCTED WITH A CROSS-SLOPE NO GREATER THAN 1/4" PER FOOT (2%) AND WITH A MAXIMUM LONGITUDINAL SLOPE OF 5%. ALL SIDEWALKS / ACCESS ROUTES TO HAVE A LIGHT BROOM FINISH, 3/8" RADIUS AND TROWEL JOINT EDGES. TEXTURE IN DIRECTION OF NORMAL TRAFFIC. PLACE CURING COMPOUND ON EXPOSED SURFACES IMMEDIATELY AFTER FINISHING IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PROVIDE ADDITIONAL CURING METHODS IN HARSH WEATHER AS DIRECTED BY THE ENGINEER. CONCRETE FIBER SHALL BE 100% VIRGIN MONOFILAMENT OR FIBRILLATED POLYPROPYLENE FIBERS SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE REINFORCEMENT AND SO CERTIFIED BY THE MANUFACTURER AND CONTAINING NO REPROCESSED MATERIALS. FIBER PHYSICAL CHARACTERISTICS SHALL BE: SPECIFIC GRAVITY OF 0.91 g/cc, TENSILE STRENGTH OF 70-110 ksi, FIBER LENGTHS OF 1-1/2" TO 2".

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EXISTING CONCRETE PAVING

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EXISTING ASPHALT PAVING

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NEW CONCRETE PAVING

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PROPOSED LIGHT POLE

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EXISTING CONTOUR

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PROPOSED CONTOUR

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EXISTING TREE

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PROPOSED TREE

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PROPOSED SPOT ELEVATION

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TERRY L. WHITE, II

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AutoCAD SHX Text 12/11/2025

APPROXIMATE LOCATION OF CUT (63 CY)

N O R T H 0' 20' 40'

EL:3194.09'

N:7232100.31

E:943718.44

EL:3194.65'

N:7232184.06

E:943500.86

EL:3193.99'

N:7232095.93

E:943715.59

EL:3194.55'

N:7232180.57

E:943496.32

S t

Existing Pine Tree

Existing Shade Tree

New Shade Tree

Existing Concrete

PLAN LEGEND

Natural Turfgrasss - restored & updated irrigation

Existing Playground

New Concrete Walk

Existing Stone Bench

New Stone Bench

Sandstone Boulders

Area Lights re: Electrical Sheets

Existing Steel Bench

New Steel Bench

Existing Trash Receptacle

New Trash Receptacle

SHEET NUMBER

SHEET NAME

NO. DATE DESCRIPTION

c

DRAWN BY: JSH

LA-1.0

BELL FARMS PID

RETAINING WALL

PROJECT

SITE

PLAN

CONSTRUCTION

DRAWING

H U G O

R E E D

A N D

A S S O C I A T E S

I N C

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

PRAIRIE WORKSHOP

L A N D S C A P E A R C H I T E C T U R E w w w . p r a i r i e w o r k s h o p . c o m

806-773-1508 TEXAS REGISTERED FIRM #1285

SCALE:

1/LA-1.0

1" = 20'-0" Site Plan

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10.29.2025

EXISTING PLAYGROUND.

EXISTING WALK

EXISTING WALK

EL:3194.09'

N:7232100.31

E:943718.44

EL:3194.65'

N:7232184.06

E:943500.86

EL:3193.99'

N:7232095.93

E:943715.59

EL:3194.55'

N:7232180.57

E:943496.32

S

CE

BO

BO

WS

CE

MS

CE

Existing Pine Tree

Existing Shade Tree

New Shade Tree

PLAN LEGEND

Existing Turf

Replace/Repair Turf after re-grading

Cedar Elm

BO Burr Oak

WS Western Soapberry

MS Mexican Sycamore

Sandstone Boulder Tree Wells

'Celebration' Bermuda sod

SHEET NUMBER

SHEET NAME

NO. DATE DESCRIPTION

c

DRAWN BY: JSH

C O P Y W R I T E

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

PRAIRIE WORKSHOP

L A N D S C A P E A R C H I T E C T U R E w w w . p r a i r i e w o r k s h o p . c o m

806-773-1508 TEXAS REGISTERED FIRM #1285

SCALE:

1/LA-2.0

1" = 20'-0" Planting Plan

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10.29.2025

EXISTING PLAYGROUND.

EXISTING WALK

EXISTING WALK

BELL FARMS PID

RETAINING WALL

PROJECT

PLANTING PLAN

LA-2.0

CONSTRUCTION

DRAWING

A

B

B

B

Existing Pine Tree

Existing Shade Tree

New Shade Tree

PLAN LEGEND

Existing Irrigation Spray Head (PGP Rotor)

Relocated Irrigation Head (PGP Rotor)

Sandstone Boulder Tree Wells

A - Vertical Adjustment B - Horizontal Adjustment

Existing Tree Spray Head (pop up VAN)

New Tree Spray Head (pop up VAN)

SHEET NUMBER

SHEET NAME

NO. DATE DESCRIPTION

c

DRAWN BY: JSH

C O P Y W R I T E

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

PRAIRIE WORKSHOP

L A N D S C A P E A R C H I T E C T U R E w w w . p r a i r i e w o r k s h o p . c o m

806-773-1508 TEXAS REGISTERED FIRM #1285

SCALE:

1/LA-3.0

1" = 20'-0" Irrigation Plan

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10.29.2025

EXISTING PLAYGROUND.

EXISTING WALK

EXISTING WALK

BELL FARMS PID

RETAINING WALL

PROJECT

IRRIGATION PLAN

LA-3.0

The scope of work includes modification of the existing irrigation system. Existing turf rotors, tree spray heads and lateral lines shall be adjusted to accomodate the site grading, sidewalks, benches and trees.

The existing irrigation system consists of multiple zones controlled by electric valves. The system is feed by two wells. At the controller, reference zone #'s 18-22 (turf) & #55 (trees)

TREE PLANTING

NOT TO SCALE

FOR B&B MATERIAL, CUT AND REMOVE TOP 1/3 OF BURLAP

FROM ROOT BALL OR FOR CONTAINER MATERIAL, REMOVE

CONTAINER AND SCARIFY SIDES OF ROOTBALL.

SET ROOT FLARE 1" ABOVE FINISHED GRADE

2.5 X DIA. ROOTBALL

MULCH AN AREA 3X THE DIA. OF THE ROOTBALL AS SPEC'D.

NOTE: AFTER TREE HOLE IS EXCAVATED AND 8 HRS.

PRIOR TO PLANTING, FILL HOLE WITH WATER AND ALLOW

TO INFILTRATE COMPLETELY. IF WATER HAS NOT DRAINED

WITHIN 6 HRS. PREPARE DRAINAGE IMPROVEMENTS

HAND WATER TREES AND SHRUBS IMMEDIATELY AFTER PLANTING

WITH A WATER HOSE TO COMPLETELY SATURATE BACKFILL MATERIAL

AND SETTLE ALL VOIDS. DO NOT TAMP.

BACKFILL WITH EXCAVATED MATERIAL FROM TREE PIT

**DO NOT BUILD WATERING RINGS**

STAKE TREES ONLY WHEN NECESSARY

UNDISTURBED SOIL

ENLARGED STAKING DETAIL

STONE TREE WELL

NOT TO SCALE2

PIPE & WIRE TRENCHING

MAINLINE, LATERAL,

AND WIRING IN

THE SAME TRENCH

MAINLINE LATERAL WIRING IN

CONDUIT

RUN WIRING BENEATH

AND BESIDE MAINLINE.

TAPE AND BUNDLE AT

10-FOOT INTERVALS.

ALL SOLVENT WELD

PLASTIC PIPING TO

BE SNAKED IN

TRENCH AS SHOWN.

TIE A 24-INCH LOOP IN

ALL WIRING AT CHANGES

OF DIRECTION OF 30°

OR GREATER. UNTIE

AFTER ALL CONNECTIONS

HAVE BEEN MADE.

NOTES:

1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE

DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.

2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS.

PLAN VIEW

WIRE W/O CONDUIT

PIPE PIPE

SECTION VIEW

NOT TO SCALE

18"

24"

NOT TO SCALE

6 4" POP-UP SPRAY HEAD FOR TREES 5

SWING ASSEMBLY:

RAIN BIRD MODEL SA 6050

PVC LATERAL PIPE

PVC SCH 40 TEE OR ELL5

1 FINISH GRADE/TOP OF MULCH

RAIN BIRD 1804 WITH 8' VAN

POP-UP SPRAY SPRINKLER:

SECTION VIEW

MATERIAL

ADJACENT

NEW SIDEWALK

5 FT. LONG LEUDERS STONE SLAB (SET LEVEL, TO SEATING HT.

APPROX. 17-19" ABOVE GRADE)

FIBER BOARD

#57 STONE BASE - COMPACTED24" Scarborough Litter Receptacle (30g) by Landscape Forms

Scarborough Bench (72" / backed with 1 center arm)

33"

24 1/2"Ø

33 3/4"

17 3/4"

27 3/4"

72 "

27 1/4 "

SURFACE MOUNT

Ø 8" OPENING

LIFT AND TURN LID

TO EMPTY

LOCK

SURFACE MOUNT

4 SITE FURNISHINGS

NOT TO SCALE

SECTION VIEW

SANDSTONE BOULDERS STACKED IN HORSESHOE

SHAPE AROUND EXISTING TREE FOR ROOT ZONE

PROTECTION IN NEW GRADED AREAS.

3 STONE BENCH

NOT TO SCALE

STEEL TUBING

Note: powdercoat color = 'stormcloud'

SHEET NUMBER

SHEET NAME

NO. DATE DESCRIPTION

c

DRAWN BY: JSH

C O P Y W R I T E

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

PRAIRIE WORKSHOP

L A N D S C A P E A R C H I T E C T U R E w w w . p r a i r i e w o r k s h o p . c o m

806-773-1508 TEXAS REGISTERED FIRM #1285

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10.29.2025

BELL FARMS PID

RETAINING WALL

PROJECT

LANDSCAPE DETAILS

LA-4.0

BRANCH CIRCUIT AND SERVICE CONDUCTOR SIZING SCHEDULE

EQUIPMENT

GROUNDING

CONDUCTOR(S)

(AWG/kcmil)

F20

BRANCH

CIRCUIT/FEEDER

IDENTIFICATION

OVERCURRENT

DEVICE

PHASE AND NEUTRAL

CONDUCTORS

(AWG/kcmil)

1/2"12

CONDUIT

10F25 25 10

10F30 30

8F35 35

8F40 40

1/2"

1/2"

1"

1"

8F45 45 1"

8F50 50

6F60 60

4F70 70

4F80 80

1"

1"

1-1/4"

1-1/4"

2F90 90 1-1/4"

2F100 100 1-1/4"8

1/0F125 125 2"6

1/0F150 150 2"6

2/0F175 175 2"6

3/0F200 200 2"6

4/0F225 225 2-1/2"4

250 kcmilF250 250 2-1/2"4

350 kcmilF300 300 3"4

500 kcmilF350 350 4"2

(2) 3/0F400 400 (2) 2-1/2"(2) 2

(2) 4/0F450 450 (2) 2-1/2"(2) 2

(2) 250 kcmilF500 500 (2) 2-1/2"(2) 2

(2) 350 kcmilF600 600 (2) 3"(2) 1/0

(2) 500 kcmilF700 700 (2) 4"(2) 1/0

(3) 300 kcmilF800 800 (3) 3"(3) 1/0

(3) 400 kcmilF1000 1000 (3) 3"(3) 2/0

(4) 350 kcmilF1200 1200 (4) 3"(4) 3/0

(5) 400 kcmilF1600 1600 (5) 3"(5) 4/0

(6) 400 kcmilF2000 2000 (6) 3"(6) 250 kcmil

(7) 500 kcmilF2500 2500 (7) 4"(7) 350 kcmil

(8) 500 kcmilF3000 3000 (8) 4"(8) 400 kcmil

(11) 500 kcmilF4000 4000 (11) 4"(11) 500 kcmil

NOTES:

1. WHERE BRANCH CIRCUIT OR FEEDER IS NOT DESIGNATED ON THE DRAWINGS, BRANCH CIRCUIT

OR FEEDER SHALL BE SIZED TO MATCH THE OVERCURRENT DEVICE LISTED ABOVE.

2. GROUNDING ELECTRODE CONDUCTORS FOR SEPARATELY DERIVED SYSTEMS SHALL BE SELECTED

BASED ON THE SECONDARY FEEDER OVERCURRENT DEVICE RATING.

GROUNDING

ELECTRODE

CONDUCTOR

(AWG/kcmil)

1/0

1/0

1/0

1/0

2/0

2/0

2/0

3/0

3/0

3/0

3/0

3/0

3/0

3/0

ELECTRICAL LEGEND

A

LPA-1

A

LPA-1

A

LPA-1

A

LPA-1

A

LPA-1

A1

LPA-1

A

LPA-1

A

LPA-1

E

SS

E

LPA-1

LPA-1

LPA-1

LPA-1

LPA-1,3

30A

LPA-1

LPA-1

GFI

LPA-1

WP

LPA-1

EWC

LPA-1

LPA-1

LPA-1

X

X

E

DESCRIPTIONSYMBOL

LIGHTING FIXTURE - TYPE & CIRCUIT NOTED

LIGHTING

LIGHTING FIXTURE WITH BATTERY BACK-UP - TYPE & CIRCUIT NOTED

LIGHTING FIXTURE - TYPE & CIRCUIT NOTED

WALL WASHER - TYPE & CIRCUIT NOTED

WALL MOUNTED LIGHTING FIXTURE - TYPE & CIRCUIT NOTED

CEILING MOUNTED EXIT SIGN - TYPE NOTED - DIRECTIONAL ARROWS INDICATED

WALL MOUNTED EXIT SIGN - TYPE NOTED - DIRECTIONAL ARROWS INDICATED

EMERGENCY LIGHTING FIXTURE - TYPE & CIRCUIT NOTED

FLOOD LIGHT - TYPE & CIRCUIT NOTED

POLE MOUNTED LIGHTING FIXTURE - TYPE & CIRCUIT NOTED

GROUND MOUNTED BOLLARD LIGHT - TYPE & CIRCUIT NOTED

LIGHTING FIXTURE WITH BATTERY BACKUP - TYPE & CIRCUIT NOTED

EXISTING LIGHT FIXTURE TO REMAIN

EXISTING LIGHT FIXTURE TO BE REMOVED

EXISTING LIGHT FIXTURE TO REMAIN

EXISTING LIGHT FIXTURE TO BE REMOVED

EXISTING EXIT LIGHT FIXTURE TO REMAIN

EXISTING EXIT LIGHT FIXTURE TO BE REMOVED

JUNCTION BOX

PULLBOX

MOTOR LOCATION

LIGHTING CONTACTOR

DISCONNECT SWITCH - CIRCUIT NOTED

COMBINATION MOTOR STARTER/DISCONNECT SWITCH - CIRCUIT NOTED

TIMECLOCK

DESCRIPTIONSYMBOL

POWER

THERMOSTAT LOCATION

SURFACE MOUNTED LIGHTING AND APPLIANCE PANELBOARD

FLUSH MOUNTED LIGHTING AND APPLIANCE PANELBOARD

PUSHBUTTON

START/STOP PUSHBUTTON

EXISTING JUNCTION BOX TO REMAIN

EXISTING JUNCTION BOX TO BE REMOVED

SPST WALL SWITCH

3-WAY WALL SWITCH

4-WAY WALL SWITCH

SPST WALL SWITCH WITH PILOT LIGHT

KEY OPERATED SPST WALL SWITCH

WALL MOUNTED DIMMER SWITCH

WALL MOUNTED OCCUPANCY SENSOR - OPTIONS (M2) TWO POLE

DESCRIPTIONSYMBOL

WIRING DEVICES

WALL MOUNTED COMBINATION OCCUPANCY SENSOR/DIMMER

WALL MOUNTED VOLUME CONTROL SWITCH

CEILING MOUNTED OCCUPANCY SENSOR - OPTIONS (H) HIGH BAY, (S) SYSTEM

DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W, GROUNDING - CIRCUIT NOTED

DUPLEX RECEPTACLE ON EMERGENCY POWER

RECEPTACLE - 125/250V, 3P, 3W - AMP RATING AND CIRCUIT NOTED

DOUBLE DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W, GROUNDING - CIRCUIT NOTED

DUPLEX RECEPTACLE WITH GFI - CIRCUIT NOTED

DUPLEX RECEPTACLE WITH WEATHER-PROOF COVER - CIRCUIT NOTED

DUPLEX RECEPTACLE WITH GFI SERVING ELECTRIC WATER COOLER - CIRCUIT NOTED

FLOOR MOUNTED DUPLEX RECEPTACLE - CIRCUIT NOTED

FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE - CIRCUIT NOTED

CEILING MOUNTED DUPLEX RECEPTACLE - CIRCUIT NOTED

OCCUPANCY SENSOR POWER PACK - OPTIONS (D) DIMMING, (E) UL 924 EMERGENCY

RECEPTACLE - 250V, 4P, 4W - AMP RATING AND CIRCUIT NOTED

WALL MOUNTED LOW VOLTAGE SWITCH - NO. OF BUTTONS / ZONES NOTED

A

LPA-1

A1

LPA-1

E

LPA-1,3,5

60A

J

P

T

T

FLOOR MOUNTED JUNCTION BOXJ

J

J

P

K

D

M

MD

V

L2

OS

H

OWNER FURNISHED CONTRACTOR INSTALLED

DIAMETER

DATA COLLECTION PANEL

DISTRIBUTION

DRAWINGS

DOWN

ELECTRIC DRINKING FOUNTAIN

EMPTY CONDUIT

EXHAUST FAN

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

CENTRAL PROCESSING UNIT

CONDUCTOR

CIRCUIT

CLOSED CIRCUIT TELEVISION

CIRCUIT BREAKER

AMPERE(S)

ABOVE

ABOVE COUNTER

AIR CONDITIONING

AMPERE INTERRUPTING CAPACITY

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AUTOMATIC TRANSFER SWITCH

AIR HANDLING UNIT

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BUILDING

CONDUIT

EXPLOSION PROOF

EXISTING

FIRE ALARM

FOOTCANDLES

FAN COIL UNIT

FLUORESCENT

FULL NEUTRAL

FEET, FOOT

GALVANIZED

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT INTERRUPTER

GROUND

GALVANIZED RIGID STEEL

HIGH INTENSITY DISCHARGE

HORSEPOWER

HAND OFF AUTOMATIC

HIGH PRESSURE SODIUM

HEATING/VENTILATING/AIR CONDITIONING

DIA

DCP

DIST

DWGS

DN

EDF

EC

EF

EQMT

EWC

EXH

CPU

COND

CKT

CCTV

CB

A

ABV

AC

A/C

AIC

AFF

AFG

ATS

AHU

BFF

BFG

BLDG

C

EXP

EXTG

F/A

FC

FCU

FLUOR

FN

FT

GALV

GFCI

GFI

GND

GRD

HID

HP

HOA

HPS

HVAC

HERTZHZ

MECHANICAL

MAIN DISTRIBUTION PANEL

MOUNTING HEIGHT

MAIN LUGS ONLY

MINIMUM

MERCURY VAPOR

MOUNTING

NON APPLICABLE

NORMALLY CLOSED

NON FUSED

NORMALLY OPEN

MOTOR CONTROL CENTER

MAXIMUM

MANHOLE

LOW PRESSURE SODIUM

POUND

INTERCOM

INSIDE DIAMETER

INTERMEDIATE STEEL CONDUIT

INCHES

INCANDESCENT

ISOLATED GROUND

JUNCTION BOX

KILOVOLT AMPERE

KILOVOLT

KILOVOLT AMPERE REACTIVE

KILOWATT

KILOWATT HOUR

NIGHT LIGHT

ON CENTER

OVERHEAD

POLE

PUBLIC ADDRESS

PUSHBUTTON

PRIVATE BUILDING EXCHANGE

PULL CHAIN

PHOTOCELL

POWER DISTRIBUTION PANEL

PANELBOARD

POUNDS PER SQUARE INCH

POWER

SECURITY

SOLID NEUTRAL

MECH

MDP

MH

MLO

MIN

MV

MTG

NA

NC

NF

NO

MCC

MAX

M

LPS

LB

IC

ID

IMC

IN

INC

IG

JB

KVA

KV

KVAR

KW

KWH

NL

OC

OFCI

OH

P

PA

PB

PBX

PC

P/C

PDP

PNL

PSI

PWR

S

SN

SQUARE FOOTSQFT

SWITCHSW

SWITCHBOARDSWBD

TIME CLOCKTC

TELEPHONETELE

THERMOSTATTSTAT

TELEVISIONTV

UNIT HEATERUH

UNLESS OTHERWISE NOTEDUON

UNDERGROUND PRIMARY ELECTRICUPE

VOLT(S)V

VAPOR PROOFVP

WIREW

WEATHERPROOFWP

TRANSFORMERXFMR

TRANSPONDERXPD

IMPEDANCEZ

ONE POLE1P

TWO POLE2P

THREE POLE3P

PHASEØ

WIRELESS ACCESS POINTWAP

ABBREVIATION DESCRIPTION

ELECTRICAL ABBREVIATIONS

ABBREVIATION DESCRIPTION

PP

DE

CEILING MOUNTED DAY LIGHTING SENSOR - OPTIONS (S) SYSTEMDS

LPA-1

USB

DUPLEX RECEPTACLE WITH TWO USB CHARGING STATIONS - CIRCUIT NOTED

S

LPA-1

SIMPLEX RECEPTACLE - 125V, 2P, 3W, GROUNDING - AMP RATING AND CIRCUIT

NOTED

30A

KILOVOLT AMPERE CAPACITIVEKVAC

TAMPER RESISTANTTP

1.01 GENERAL:

A. All electrical installation shall be performed in accordance with the National Electrical Code and all local codes and ordinances.

1.02 CONDUITS:

A. All conduits used outdoors or in wet location shall be rigid steel conduit with factory made steel threaded couplings and bushings or Liquidtight Flexible Metal Conduit with factory made connectors. All liquidtight flexible metal conduit shall not exceed 4 feet in length.

B. All underground conduit shall be rigid steel or underground plastic Type 40 heavy wall high impact PVC conduit with fittings conforming to Nema Publications TC2 and TC3 and U.L. listed for direct burial.

C. All conduit in all other locations shall be electrical metallic conduit (EMT) with steel compression-type box connectors and couplings or flexible metal conduit with factory made connectors. All flexible metal conduit shall not exceed 4 feet in length.

1.03 ELECTRICAL BOXES:

A. All outlet boxes shall be galvanized sheet steel, or cast iron in wet locations and U.L. listed.

B. All pullboxes and junction boxes shall be sheet steel or cast iron in wet locations and U.L. listed.

C. Outlet boxes, pullboxes and junction boxes used outdoors or in wet locations shall be U.L. listed for wet locations and be provided with watertight seals and covers.

1.04 CONDUCTORS:

A. All wiring shall be copper type THHN stranded if larger than No. 10 and solid for No. 10 and smaller. Wire size should not be used smaller than No. 12 unless used for low voltage control wiring.

1.05 OVERCURRENT PROTECTIVE DEVICES:

A. All new circuit breakers shall be Square D or equivalent bolt-on circuit breakers.

1.06 LIGHTING:

A. All lighting fixtures shall bear the label of Underwriter's Laboratories, Inc. Submit for review manufacturer's catalog data and drawings on all light fixtures with separate sheets for each proposed fixture clearly labeled.

B. Provide all labor, material, and equipment necessary for and incidental to the complete lighting system as shown on the drawings.

1.07 EXTERIOR LIGHTING CONTROLS

A. ELECTRONIC TIME SWITCHES

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a) Cooper Industries, Inc.

b) Intermatic, Inc.

c) Invensys Controls.

d) Leviton Mfg. Company Inc.

e) NSi Industries LLC; TORK Products.

f) Tyco Electronics; ALR Brand.Electronic

2. Time Switches: Solid state, programmable, with alphanumeric display; complying with UL 917.

3. Astronomic Time: Al channels.

4. Automatic daylight savings time changeover.

C. LIGHTING CONTACTOR

1. Manufacturers: Switches shall be ASCO 917 or approved equivalent.

1.08 ELECTRICAL SERVICE:

A. Provide all labor, material and equipment for the complete electrical service from the Power Company service point to the service entrance equipment. Coordinate all electrical service requirements with Power Company. Include all service utility costs from the Power Company in the contractor’s final bid number.

B. Furnish and install service entrance conductors in conduit from the panel enclosure, underground to the service pedestal.

Leave sufficient slack in the conductors at the transformer to facilitate connections by Power Company.

C. The Power Company shall provide and install a power service pedestal. Provide and install a reinforced concrete pad for the transformer of size and configuration as directed by Power Company.

D. All metering instruments shall be furnished by the Power Company and installed by the Electrical Contractor. Provide meter bases and/or instrument cabinets as indicated on the electrical riser diagram

ELECTRICAL SPECIFICATIONS

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

SHEET NUMBER

SHEET NAME

NO. DATE DESCRIPTION

DRAWN BY:

BELL FARMS PID

RETAINING WALL

PROJECT

CONSTRUCTION

DOCUMENTS

BRW

E001

ELECTRICAL

LEGEND &

SCHEDULES

REESE WRIGHT

79805

S

TA

ET OF TE

AX

S

P R O

FESS IONAL ENG

IN

E

E R

R

EG I S TERED

12/11/25

BELOW SLAB CONDUIT DETAIL

NO SCALE

NOTE: THE ABOVE DETAIL SHALL APPLY WHEREVER PVC CONDUIT IS USED

UNDERGROUND OR BELOW FLOOR IN LIEU OF RIGID THREADED GALVANIZED CONDUIT.

THE ELBOW SHALL BE RIGID GALVANIZED CONDUIT.

RIGID THREADED

GALVANIZED CONDUIT

FINISHED FLOOR

CONCRETE SLAB

SAND

CARLON PVC TYPE 40

HEAVY WALL CONDUIT

WITH GROUND WIRE

GALVANIZED STEEL TO

CARLON CONDUIT

ADAPTER

M

IN

DIRECT BURIED CONDUIT DETAIL

NO SCALE

NOTE: THE ABOVE DETAIL SHALL APPLY WHEREVER PVC CONDUIT IS USED

UNDERGROUND OR BELOW FLOOR IN LIEU OF RIGID THREADED GALVANIZED CONDUIT.

THE ELBOW SHALL BE RIGID GALVANIZED CONDUIT.

RIGID THREADED

GALVANIZED CONDUIT

GROUND LEVEL - GRADE

CARLON PVC TYPE 40

HEAVY WALL CONDUIT

GALVANIZED STEEL

TO CARLON CONDUIT

ADAPTER

12" WIDE PLASTIC

UNDERGROUND BURIAL

WARNING TAPE

8"

22"

CL

PANELBOARD IDENTIFICATION DETAIL

NO SCALE

NOTE: PROVIDE LABELING FOR NEW AND EXISTING

PANELBOARDS.

PANEL NAME

PHENOLIC NAMEPLATE WITH 1/4" LETTERS INSCRIBED

AS INDICATED. PROVIDE WHITE LABELS WITH BLACK

LETTERS FOR NORMAL SYSTEM PANELS AND RED

LABELS WITH WHITE LETTERS FOR EMERGENCY AND

ESSENTIAL SYSTEM PANELS.

WARNING:WARNING: POTENTIAL ARC FLASH HAZARD.

APPROPRIATE PPE AND TOOLS

REQUIRED WHEN WORKING

ON THIS EQUIPMENT.

PANEL "DPB"

480/277 VOLTS 3 PHASE

NORMAL BRANCH

FED BY SWITCHBOARD 'SBA'

PANEL VOLTAGE AND PHASE

POWER SYSTEM (HOSPITAL ONLY):

NORMAL BRANCH

CRITICAL BRANCH

LIFE SAFETY BRANCH

EQUIPMENT BRANCH

SOURCE OF POWER TO PANEL

WIRE COLOR CODES:

PHASE A - NEUTRAL -

PHASE B - GROUND -

PHASE C -

A LEGEND OF THE WIRE COLOR CODES SHALL BE

INSTALLED ON THE COVER OF EACH

PANELBOARD. COLOR CODES SHALL COMPLY

WITH NEC.

FOR DISTRIBUTION PANELS, PROVIDE PERMANENT PHENOLIC

NAMEPLATE WITH 1/4" LETTERS INSCRIBED WITH LOAD NAME

NEXT TO EACH CIRCUIT BREAKER. PROVIDE WHITE LABELS WITH

BLACK LETTERS FOR NORMAL SYSTEM FEEDERS AND RED

LABELS WITH WHITE LETTERS FOR EMERGENCY AND ESSENTIAL

SYSTEM FEEDERS.

BONDING JUMPER - SAME SIZE AS EQUIPMENT

GROUNDING CONDUCTOR

PANELBOARD EQUIPMENT GROUND

BUS BONDED TO CABINET

EQUIPMENT GROUNDING CONDUCTOR

INSTALLED WITH FEEDER

FEEDER CONDUIT

LOCKNUT (NOT SHOWN)

INSULATED THROAT GROUNDING

BUSHING

PANELBOARD BONDING DETAIL

NO SCALE

NEUTRAL BUS

MAIN BONDING

JUMPER

BOND TO CABINET

MAIN SERVICE

EQUIPMENT

NEUTRAL CONDUCTOR

INSULATED THROAT

GROUNDING BUSHING

(TYPICAL)

SERVICE ENTRANCE

EXOTHERMIC WELD

CONNECTION

THERMOWELD #CR-1 WITH

#M-8422 MOLD AND SIZE 32

CARTRIDGE

PVC COVER

3/4" x 10' COPPERCLAD STEEL

GROUND ROD, INSTALL OUTSIDE

BUILDING EXPOSED TO RAINFALL

#6 CU IN 1/2" CONDUIT

EXOTHERMIC WELD

CONNECTION

THERMOWELD #CS-6.

VERIFY ADDITIONAL

REQUIREMENTS AT

JOBSITE

1/2" MINIMUM RE-BAR IN

CONCRETE FOOTING IN

DIRECT CONTACT WITH

EARTH

EXOTHERMIC WELD CONNECTION

THERMOWELD #CRE-2. VERIFY

ADDITIONAL REQUIREMENTS AT JOBSITE

EXOTHERMIC WELD CONNECTION

THERMOWELD #CC-6. VERIFY

ADDITIONAL REQUIREMENTS AT JOBSITE

STRUCTURAL

STEEL

SERVICE GROUNDING DETAIL

NO SCALE

NOTE: INSTALL GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE NEC

ARTICLE 250. GROUNDING ELECTRODE CONDUCTOR SIZE SHALL BE AS INDICATED ON

THE ELECTRICAL RISER DIAGRAM. BONDING JUMPERS SHALL BE THE SAME SIZE AS

THE GROUNDING CONDUCTORS.

PANEL

"HSA"

ELECTRICAL RISER DIAGRAM

NO SCALE

T

F100

M

M

NEW

EXISTING

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

SHEET NUMBER

SHEET NAME

NO. DATE DESCRIPTION

DRAWN BY:

BELL FARMS PID

RETAINING WALL

PROJECT

CONSTRUCTION

DOCUMENTS

BRW

E002

ELECTRICAL

DETAILS

REESE WRIGHT

79805

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12/11/25

TYPE VOLTAGE MOUNTING MANUFACTURER MODEL NO. LAMPS

DELIVERED

LUMENS INPUT WATTS NOTES

A 480 POLE INVUE MSA-SA1B-830-U-5MQ-BK-MS/DIM-L20 LED 5000 44 VA 1

LIGHT FIXTURE SCHEDULE

1 PROVIDE WITH A 12’ ROUND STEEL POLE IN FINISH TO MATCH THE FIXTURE.

LIGHT FIXTURE NOTES

A ALL SUBSTITUTED LIGHT FIXTURES ARE SUBJECT TO APPROVAL BASED ON PERFORMANCE, CONSTRUCTION, SHAPE, OVERALL DIMENSIONS, AND AESTHETIC LOOK BASED ON THE STANDARD SET IN THE SPECIFIED FIXTURE. THE ENGINEER AND THE ARCHITECT RESERVE THE RIGHT TO REJECT ANY FIXTURE BASED ON ONE OR MULTIPLE FEATURES LISTED ABOVE. PRIOR APPROVAL WILL NOT BE GRANTED FOR ANY SUBSTITUTE FIXTURE TYPE. ALL SUBSITUTE FIXTURE TYPES WILL BE SUBJECT TO APPROVAL BY THE ENGINEER OR ARCHITECT.

LIGHT FIXTURE GENERAL NOTES

A VERIFY THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT AT THE SITE.

B VERIFY ALL POWER COMPANY REQUIREMENTS WITH THE POWER COMPANY PRIOR TO BID. INCLUDE ALL POWER

COMPANY SERVICES COSTS IN THE ELECTRICAL BID NUMBER.

C VERIFY ALL ELECTRICAL SERVICE METERING REQUIREMENTS WITH THE POWER COMPANY. PROVIDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE THE METERING CONNECTIONS REQUIRED BY THE POWER COMPANY.

D WHERE FEEDER SIZES ARE NOT INDICATED, FEEDER SHALL MATCH THE ASSOCIATED OVERCURRENT PROTECTIVE

DEVICE AS INDICATED ON THE BRANCH CIRCUIT AND SERVICE CONDUCTOR SIZING SCHEDULE.

GENERAL NOTES

NOTES INDICATED BY " "

1 EXISTING 480/277 V UTILITY TRANSFORMER TO REMAIN AS EXISTING.

2 EXISTING FEEDER TO REMAIN.

3 EXISTING 60A-3P DISCONNECT SWITCH SERVING EXISTING IRRIGATION EQUIPMENT TO BE REMOVED. EXTEND AND RECONNECT EXISTING FEEDER TO NEW 60A-3P CIRCUIT BREAKER IN NEW PANEL “HSA”. RECONNECT AS EXISTING.

4 NEMA 4X STAINLESS STEEL ENCLOSURE WITH HINGED LOCKABLE DOOR, HOFFMAN WATERSHED OR EQUAL. SIZE AS

REQUIRED TO HOUSE EQUIPMENT INDICATED.

5 ANGLED STEEL SUPPORT STRUCTURE TO SUPPORT ENCLOSURE. ANCHOR STRUCTURE IN NEW CONCRETE PAD.

6 4" CONCRETE SLAB EXTEND 6" BEYOND THE ENCLOSURE DIMENSION.

7 PHOTOCELL MOUNTED ON TOP OF ENCLOSURE.

8 #1/0 GR. IN 1" CONDUIT TO GROUND ROD AND PAD REBAR.

9 CONTACTOR "C1". 30A-6P. CONTROL WITH TIMECLOCK AND PHOTOCELL AS DIRECTED BY THE OWNER.

10 EXISTING 480/277V, 3 PHASE SECONDARY SERVICE PEDESTAL TO REMAIN. VERIFY EXACT LOCATION AND EXISTING

CONDITIONS AT THE JOBSITE.

11 EXISTING DIRECT METER BASE TO BE RE-USED TO SERVE NEW PANEL “HPA”. COORDINATE ALL WORK WITH THE POWER

COMPANY.

1. EXTEND AND RECONNECT EXISTING FEEDER AS EXISTING.

2. ROUTE CIRCUIT THROUGH CONTACTOR "C1". PROVIDE #10 WIRING.

Notes:

Total Est. Demand: 30 A

Total Conn.: 37 A

Total Est. Demand: 24544 VA

EXTERIOR LIGHTING 572 VA 100.00% 572 VA Total Conn. Load: 30544 VA

EXISTING LOAD 30000 VA 80.00% 24000 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 37 A 37 A 36 A

Total Load: 10272 VA 10272 VA 10000 VA

17 SPACE ONLY -- 1 -- -- 1 -- SPACE ONLY 18

15 SPACE ONLY -- 1 -- -- 1 -- SPACE ONLY 16

13 SPACE ONLY -- 1 -- -- 1 -- SPACE ONLY 14

11 SPACE ONLY -- 1 -- 10000 12

9 SPACE ONLY -- 1 -- 10000 10

7 SPACE ONLY -- 1 -- 10000

1 3 60 A EXISTING IRRIGATION EQUIP.

5 SPACE ONLY -- 1 -- -- 1 -- SPACE ONLY 6

3 286 0 4

EXTERIOR LIGHTING 20 A 2 2

286 0

2 20 A SPARE

CKT Circuit Description Trip Poles Notes

A B C A B C

Notes Poles Trip Circuit Description CKT

Notes:

Panel Space: 18

Enclosure: Type 1 inside Type 4X MCB Rating: 125 A

Mounting: Surface Wires: 4 Mains Rating: 125 A

Supply From: UTILITY TRANSFORMER Phases: 3 Mains Type: MCB

Volts: 480/277 Wye A.I.C. Rating: 14000

PANEL: "HSA"

1 4 3 r d

S t r e e t

APPROX. 450'

A

A

A

A

A

A

AA

A

A

A

A

A

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

HSA 1,3

CONCRETE BASE DETAIL

NO SCALE

BEARING DIMENSION TO BE

VERIFIED WITH

MANUFACTURER

HANDHOLE

GROUND LUG

1" MINIMUM NON-SHRINK

GROUT 2/WEEP HOLE

LEVELING NUT

AND WASHER

ANCHOR BOLTS BY

MANUFACTURER

GRADE

STUB AND CAP

ONE SPARE

CONDUIT AT EACH

POLE

4-#6 REINFORCEMENT

BARS VERTICAL

2'-0" DIA.

RIGID STEEL CONDUIT

PVC

CONDUIT

V E

R

IF

Y

60º ANGLE

STUB CONDUIT 6" ABOVE

FOOTING

ANCHOR BOLT

COVER

18" DIA #4 ROUND TIES

AT 12" O.C.

3000 PSI CONCRETE

NOTE: CONCRETE AND REINFORCEMENT BY GENERAL CONTRACTOR.

USE MANUFACTURER'S TEMPLATE TO POSITION ANCHOR BOLTS.

TYPICAL FOR FIXTURE TYPE(S) "??"

F O

R P

O L E

H E

IG

H

T

O

R L

E S

S

F O

R P

O L E

H E

IG

H

T G

R E

A T

E R

T H

A N

TEXAS LICENSED SURVEYING FIRM 100676-00

AND ASSOCIATES, INC.

LAND SURVEYORS

CIVIL ENGINEERS

PHONE: 806 / 763-5642

1601 AVENUE N

LUBBOCK, TEXAS 79401

FAX: 806 / 763-3891TEXAS REGISTERED ENGINEERING FIRM F-760

SHEET NUMBER

SHEET NAME

NO. DATE DESCRIPTION

DRAWN BY:

BELL FARMS PID

RETAINING WALL

PROJECT

CONSTRUCTION

DOCUMENTS

BRW

E101

Electrical Site Plan

REESE WRIGHT

79805

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AX

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FESS IONAL ENG

IN

E

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EG I S TERED

12/11/25

GENERAL NOTES

A IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, SUB-CONTRACTORS, MANUFACTURERS AND SUPPLIERS TO ADHERE TO THE REQUIREMENTS OF THE FOLLOWING GENERAL NOTES. IF CONFLICT OCCURS, CONTACT A/E PRIOR TO

COMMENCEMENT OF WORK.

B EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE REDUNDANCY. THE SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS & SPECIFICATIONS AND IS NOT LIMITED TO JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS.

REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE EACH CONTRACTOR'S SCOPE OF WORK. NO ADDITIONAL COST SHALL BE INCURRED BY THE OWNER FOR CONTRACTOR'S FAILURE TO UNDERSTAND THE FULL SCOPE OF

WORK. IF CONFLICT OCCURS, CONTACT A/E PRIOR TO COMMENCEMENT OF WORK.

C VERIFY THE EXACT LOCATION OF ALL EXISTING AND NEW UTILITIES AT THE SITE WITH THE UTILITY COMPANIES.

NOTES INDICATED BY "Ο"

1 APPROXIMATE LOCATION OF EXISTING TRANSFORMER, SECONDARY SERVICE PEDESTAL, AND NEW EQUIPMENT RACK.

VERIFY EXACT LOCATION AT THE JOBSITE. REFER TO THE ELECTRICAL RISER DIAGRAM.

NORTH

SCALE: 1" = 20'-0"

ELECTRICAL SITE PLAN