16-K. Heritage Hills Improvements sealed 02-20-2026 revised.pdf

PDF 8 MB Posted

Attached to
Heritage Hills PID New Improvement Project
Solicitation number
BVB 416-26 KD
Issued by
Orange County, Texas

About this file

This is a Landscape Site Development Plan prepared by a landscape architect for the City of Amarillo, Texas, for the Heritage Hills Public Improvement District (PID) New Improvements project, identified as BVB 416-26. The project encompasses comprehensive landscape construction activities including hardscape improvements, grading, irrigation installation, and planting across multiple sites within the Heritage Hills area along Heritage Hills Parkway and Bellamy Drive. The scope includes installation of new masonry columns, wood fence panels, concrete sidewalks and ramps, landscape bed edging, trash receptacle pads, irrigation systems with multiple valve zones and controller options, and various plant material including trees, shrubs, and ornamental grasses. The plan consists of multiple coordinated sheets addressing hardscape details (L-101 through L-107), grading plans (L-201 through L-202), irrigation plans (L-501 through L-502), and planting plans (L-601 through L-605), with an issue date of February 20, 2026. The document specifies that contractors must verify all dimensions and existing site conditions before bidding, report any discrepancies to the landscape architect, and assume complete responsibility for job site safety and conditions throughout construction.

The project includes detailed specifications for concrete work, including 4-inch thick sidewalks with #3 rebar reinforcement, expansion and contraction joints, 8-inch turndown edges, and specific section details for standard and sloped sidewalks. Hardscape specifications include brick columns with reinforced concrete footings and stone caps, wood fence panels constructed of Western red cedar with stainless steel fasteners requiring staining with Wood Defender clear glow transparent fence stain, and channel crossing structures. Irrigation design offers multiple configuration options including base bid specifications and add alternates, with components such as Rain Bird 1804 and 3500 series heads, drip irrigation systems, Baseline or Rain Bird controllers with wireless rain and freeze sensors, and complete manifold assemblies. The grading plan references existing ground conditions with elevation data points throughout the site. All work must comply with current International Building Code standards, local city and county ordinances, and TCEQ irrigation regulations effective January 1, 2009. Contractors are required to contact 811 before excavation to locate underground utilities and are solely responsible for any damage caused by their work.

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Text version

BVB number - 416-26 KD Issue Date: 02.20.2026

A New Landscape Site Development Plan For The

Heritage Hills PID New Improvements

Amarillo, Texas Heritage Hills Parkway / Bellamy drive

LANDSCAPE ARCHITECT GENERAL NOTES SHEET INDEX AMARILLO, TEXAS

HERITAGE HILLS

SET NO.

1. The entire work provided herin is to be constructed and finished in every part in a good and substantial manner in accordance with the drawings and specifications, to the full intent of the same. Any work required by law, but which may not be specifically mentioned by law, shall be done by the contractor in accordance with the laws of the city, county, district or state under which jurisdiction may come and cost shall be borne by the contractor. Any such work shall be done in conformance with the plan. Both as to manner and apperance, all work shall be done in accordance with the latest version of the IBC.

2. Contractor shall visit the site and verify all dimensions and existing conditions before submittimg bid/commencing work. Any discrepencies shall be immediataly reported to the Landscape Architect for interpretation and/or correction. Cost of correcting work based on misrepresentation by contractor or unreported dimensional discrepancies shall be borne by the contractor.

3. Contractor shall assume complete responsibility for job site conditions during the course of construction of this project, including safty of all persons and property. This requirement shall apply continuously and not be limited to normal hours. The contractor shall defend, indemnify and hold the owner and Landscape Architect harmless from any and all liability, real or alleged, in connection with the performance of work on this project, ewcept for liability arising from the sole negligence of the owner or the Landscape Architect.

4. Written dimensions take precedence over scale on the working drawings.

5. All work and material shall comply and be in conformance with international building code current edition, and all other governing agencies, regulations and ordinances.

6. The contractor shall provide all nesessary shoring, bracing, etc., required to ensure stability of each and all parts during construction. Any change to the structure because of failure to do so, shall be repaired or replaced as required at the contractors expence.

7. The contractor shall be responsible for locating and protecting any and all existing utility lines or structures within the construction area, whether shown or not shown hereon. It shall be the contractors responsibilty to notify the ownwers of the utilities or structures concerned before starting work. Contractor shall verify the size and location of all utility lines and stubs to the project as may be indicated on the plans.

8. All construction waste consisting of boxes, scrap lumber, concrete, etc., on the construction site shall be cleaned up and disposed of in an approved manner.

Cover Sheet

Landscape Architectural

L-101 Hardscape Plan L-102 Hardscape Plan L-103 Hardscape Plan L-104 Hardscape Plan L-105 Hardscape Plan L-106 Hardscape Plan L-107 Hardscape Plan

L-201 Grading Plan L-202 Grading Plan

L-501 Irrigation Plan L-502 Irrigation Plan

L-601 Planting Plan L-602 Planting Plan L-603 Planting Plan L-604 Planting Plan L-605 Planting Plan

L-101

Hardscape Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB# 416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing.vwxSCALE: As Shown

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Hardscape Plan Scale: 1" = 20'-0"1

20'-5"

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1"

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" 20'-7"

New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

Existing fence panels to be removed in locations that interfere with new fence locations.

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19 37

Hardscape Plan Scale: 1" = 20'-0"2

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New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

'-8

Existing fence panels to be removed in locations that interfere with new fence locations.

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19 37

Hardscape Plan Scale: 1" = 20'-0"3

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-6

'-0

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

'-8

New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

Existing fence panels to be removed by home owner

Existing fence panels to be removed in locations that interfere with new fence locations.

New fence staining Clean and stain front side of fence with Wood Defender clear glow transparent fence stain.

02.20.2026

North North North

L-102

Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing.vwxSCALE: As Shown

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

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Heritage Hills Parkway

Hardscape Plan Scale: 1" = 20'-0"1

17'-10"17'-10"18'-0"

34'-6"

7'-0"

10'-0"

7'-0"

263'-9"

4' -0

New sloped sidewalk See Detail 3, this sheet.

New standard sidewalk See Details, this sheet.

Concrete bed edge 4" wide x 1'-0" deep w/ (1) #4 bar continuous

3 - New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

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W W W W W W W W W W W W W W W W W W12"

8"

Heritage Hills Parkway

Be lla m y

D riv e

Hardscape Plan Scale: 1" = 20'-0"2

15'-9" 15'-9" 15'-9"

246'-3"

4' -0

7'-0"

10'-0"

7'-0"

New sloped sidewalk See Detail 3, this sheet.

New standard sidewalk See Details, this sheet.

Tie sloped sidewalk into existing sidewalk

3 - New masonry columns See Detail 6, this sheet.

New fence panels See Detail 8, this sheet.

Concrete bed edge 4" wide x 1'-0" deep w/ (1) #4 bar continuous

Concrete bed edge 4" wide x 1'-0" deep w/ (1) #4 bar continuous

Concrete bed edge 4" wide x 1'-0" deep w/ (1) #4 bar continuous

Existing fence panels to be removed in locations that interfere with new fence locations.

10'-0"

Existing concrete channel

Slope walk to channel typ. 4" conc. walk

Typ. expansion joint

5'-0"

6"

6" x 6" x 96" concrete support w/ 2 #4 bars horizontal

10' long x 4' wide 3000 psi concrete bridge slab w/ #4 bars @ 8" o.c.e.w.

Ramp Channel Crossing Scale: 1/2" = 1'-0"3

4"

#3 Dia. bar @ 18" O.C.E.W.

2% Cross Slope (Max.)

4" 3000 PSI concrete walk w/ medium broom finish

Grade is to be 2" below top of sidewalk

Varies Ref: Hardscape Plan

4" Sand bed Compacted subgrade

Provide a 8" turn down edge on all concrete surfaces.

Typical.

Typical Concrete Sidewalk Section Scale: 3/4" = 1'-0"4

4" Sand bed Compacted subgrade

#5 Dia. smooth rebar @ 18" O.C. wrap one end w/ 3#4" PVC pipe

1#2" Fiber expansion joint material w/ Sonnebonn NP-1 Joint Sealant

1#2" Radius (TYP.)

4" Concrete walk

Note: Expansion joints shall be placed between existing structures, curbs, walks, and new construction.

Expansion joint spacing shall not exceed 24'-0" O.C.

1'-0" 1'-0"

#3 Dia. bars @ 18" O.C.E.W.

8"

Provide a 8" turndown, thickened edge @ each expansion joint.

Typical Expansion Joint Scale: 1" = 1'-0"5

4" Sand bed

Compacted subgrade Note: Contraction joints as shown on plan or as required

#3 Dia. bars @ 18" O.C.E.W.

1/4" x 1" Deep tooled contraction joints

4" Concrete walk

Typical Contraction Joint Scale: 1" = 1'-0"6

Provide a 2' x 2' x 4" Square Base at the top of each drilled footing. Form each square with concrete forms.

2'-0"

Footing Plan View

Finished grade

4 #6 evenly spaced to top of column

8 - #6 dia. bars evenly spaced 2' up into column

A A

5 #4 stirrups evenly spaced

Horizontal reinforcement @ 16" O.C.

SECTION C-C

SECTION B-B

SECTION A-A

B B

C C

4 - #6 dia. bars evenly spaced - top 4.67' Horizontal reinforcement @ 16" o.c.

8 - #6 dia. bars evenly spaced 2' up into column

R 1'-0"

8 - #6 dia. bars evenly spaced 2' up into column

5 - #4 stirrups evenly spaced

5"

2' dia. x 32" depth

Fill all cells with mortar

Modular size brick, Color: To match existing Gray mortar joints.

#4 dia. bars @ 8" o.c. cont.

2'-0"

7-5/8" x 7-5/8" x 15-5/8" Lt. Wt. Concrete Block 8-#6 dia. bars w/ #5 dia. stirrups @ 12" O.C.

4 - #5 Vertical Reinforcement Bars

3" Thick stone cap Profile and color:

To match existing

Typical Brick Column Section Scale: 1/2" = 1'-0"7

2'-0" 15'-8" 2'-0"

Finish Grade

Plan view - Wood Fence

Entire fence, front only shall receive two coats of wood stain and sealer as selected.

All screws are to be Stainless steel wood screws

Elevation - Wood Fence

10"

Cap all post2 x 4 Western red cedar rail Installed on steel post with steel fence brackets

Dog ear ceder pickets installed flush together

10" dia. x 30" deep 3000 psi concrete footing

2-3/8" Thick wall ss galvanized pipe

2 x 4 Western red cedar rail Installed on steel post with steel fence brackets

Dog ear ceder pickets installed flush together

Typical Wood Fence Elevation Scale: 1/2" = 1'-0"8

Fence upgrade/repairs Repair any damaged pickets.

Powerwash front (south) side of fence.

Stain front (South) of fence with Wood Defender clear glow transparent fence stain.

New fence staining Clean and stain front side of fence with Wood Defender clear glow transparent fence stain.

02.20.2026North

North

L-103

Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing Extra Tree Replacement.vwxSCALE: As Shown

Hardscape Plan Scale: 1" = 50'-0"1

Trash can concrete pad 3'-0" x 3'-0" x 4" Thick 3000psi concrete w/#3 dia.

rebar @ 12" o.c.

Trash can - Lancaster Table and seating 32 Gallon Heavy-duty round black steel perforated outdoor trash can with rain bonnet lid.

#475PRF32RNBK

Relocate any planting or bolders that interfer with trash can pad location.

L-104

Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing Extra Tree Replacement.vwxSCALE: As Shown

S S

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S S

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FUTURE ARDEN ROAD

Hardscape Plan Scale: 1" = 50'-0"1

Trash can concrete pad 3'-0" x 3'-0" x 4" Thick 3000psi concrete w/#3 dia.

rebar @ 12" o.c.

Trash can - Lancaster Table and seating 32 Gallon Heavy-duty round black steel perforated outdoor trash can with rain bonnet lid.

#475PRF32RNBK

Relocate any planting or bolders that interfer with trash can pad location.

L-105

Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB# 416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing Extra Tree Replacement.vwxSCALE: As Shown

Hardscape Plan Scale: 1" = 50'-0"1

Trash can concrete pad 3'-0" x 3'-0" x 4" Thick 3000psi concrete w/#3 dia.

rebar @ 12" o.c.

Trash can - Lancaster Table and seating 32 Gallon Heavy-duty round black steel perforated outdoor trash can with rain bonnet lid.

#475PRF32RNBK

Relocate any planting or bolders that interfer with trash can pad location.

L-106

Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing Extra Tree Replacement.vwxSCALE: As Shown

Hardscape Plan Scale: 1" = 50'-0"1

Trash can concrete pad 3'-0" x 3'-0" x 4" Thick 3000psi concrete w/#3 dia.

rebar @ 12" o.c.

Trash can - Lancaster Table and seating 32 Gallon Heavy-duty round black steel perforated outdoor trash can with rain bonnet lid.

#475PRF32RNBK

Relocate any planting or bolders that interfer with trash can pad location.

L-107

Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing Extra Tree Replacement.vwxSCALE: As Shown

H E L

IU

M

R O A D

Hardscape Plan Scale: 1" = 50'-0"1

Trash can concrete pad 3'-0" x 3'-0" x 4" Thick 3000psi concrete w/#3 dia.

rebar @ 12" o.c.

Trash can - Lancaster Table and seating 32 Gallon Heavy-duty round black steel perforated outdoor trash can with rain bonnet lid.

#475PRF32RNBK

Relocate any planting or bolders that interfer with trash can pad location.

L-201

Grading Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing Grading Only.vwxSCALE: As Shown

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

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WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

SS

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SS

SS

SS

SS

SS

SS

SS

SS

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W W

W W

W

M

E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

ng 3716.85 ng 3716.80 ng 3716.69 ng 3716.81 ng 3717.11 ng 3717.05 ng 3716.93 ng 3716.86

TC

3716.18

TC

3716.15

FL

3715.66

FL

3716.66

TC

3717.17 ng 3716.80 ng 3716.87 ng 3716.84 ng 3716.83

FL

3716.50

FL

3716.56

TC

3717.05

TC

3715.97

FL

3715.49 ng 3716.58 ng 3716.62 ng 3716.59 ng 3716.69 fnc n-w 3716.87 ng 3716.84 ng 3716.84 fnc n-e 3716.08

1 n of lp 3715.75

1 n of fh 3716.57

SW

3715.20

TC

3715.21

TC

3715.26 c 3715.34 c 3714.85 c 3714.79 tc-c 3715.36 tcld 3714.85 tcld 3714.80

TC

3715.23 ng 3716.87 ng 3716.98 ng 3716.92

TC

3715.14

SW

3715.23

SW

3715.08

TC

3714.96

SW

3715.07 ng 3716.68 ng 3717.85

SW

3715.21

TC

3715.11

TC

3715.35

TC

3715.35

SW

3715.44 ng 3717.55 ng 3717.34

TC

3716.37

FL

3715.96

FL

3715.61

TCLD-C

3715.61

TC

3716.10

TCLD-C

3715.65

FL

3715.64

TC

3716.13

TC

3716.39

FL

3715.93

FL

3715.94

FL

3715.65

TC

3715.48

TC

3715.62

TC

3715.67

SDMH

3715.66

SW

3715.71 ng 3717.73 ng 3718.26 ng 3717.74

SW

3715.85

TC

3715.73

TC

3715.95

SW

3716.03 ng 3717.42

FNC T N-S-E

3717.91 ng 3718.71

SW

3716.24

TC

3716.14

BLUE PAINT

3716.61 red paint

3715.17 509 red paint

3715.22 510 red paint 3715.61 red paint 3716.11 red paint 3716.29

Grading Legend oooo Existing Grade

TC Top of Column Brick TF Top of Footing

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3624.66 TC

3618.00 TF

3624.66 TC

3618.00 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3624.66 TC

3618.00 TF

3624.66 TC

3618.00 TF

Grading Plan Scale: 1" = 20'-0"1

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

M

M

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

19 37

TC

3716.35

SW

3716.47 ng 3718.76

TC

3717.43

FL

3716.95

FL

3716.98

FL

3717.04

TC

3717.48

TC

3717.26

FL

3716.70

TCLD-C

3716.71

TCLD-C

3716.63

FL

3716.63

FL

3716.69

TC

3716.55

TC

3716.67

SW

3716.79

SW

3716.89

TC

3716.83

TC

3716.83

SDMH

3716.79

TC

3716.84

SW

3716.97 ng 3719.45 ng 3719.51 ng 3718.36 ng 3717.82 ng 3718.17

SW

3717.12

SW

3717.12

TC

3717.04

TC

3717.05

SW

3717.14 ng 3719.30 ng 3719.75

SW

3717.34

TC

3717.16

TC

3717.35

SW

3717.47 ng 3720.24 ng 3719.60

SW

3717.64

TC

3717.51

FL

3717.74

FL

3717.78

FL

3717.81

TCLD-C

3717.74

TC

3718.24

TC

3718.63

FL

3718.06

FL

3718.07

XF

3718.03

FL

3718.10

TC

3718.60

TC

3718.28

TCLD-C

3717.80

TC

3717.64

TC

3717.74

SW

3717.87

SW

3717.89

SDMH

3717.83

SW

3717.92 ng 3719.88 ng 3720.31 ng 3720.31 ng 3719.74 ng 3719.65

FNC T

3719.65

3625.16 TC

3618.50 TF

3625.16 TC

3618.50 TF

3624.16 TC

3617.50 TF

3624.16 TC

3617.50 TF

3625.16 TC

3618.50 TF

3626.16 TC

3619.50 TF

3625.66 TC

3619.00 TF

3625.16 TC

3618.50 TF

3625.66 TC

3619.00 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3625.16 TC

3618.50 TF

3625.16 TC

3618.50 TF

3625.66 TC

3619.00 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3624.16 TC

3617.50 TF

3624.66 TC

3618.00 TF

3624.66 TC

3618.00 TF

3624.66 TC

3618.00 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

Grading Plan Scale: 1" = 20'-0"2

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

M

M

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

19 37

60508 bm box 3718.87

SW

3717.87

SW

3717.89

SDMH

3717.83

SW

3717.92 ng 3719.88 ng 3720.31 ng 3720.31 ng 3720.53445

SW

3718.02

TC

3717.92

TC

3718.09

SW

3718.17 ng 3718.95 ng-FNC 3719.11 ng-FNC 3718.76 ng 3718.44 ng 3720.39

SW

3718.28 ng 3718.02

TC

3718.15

TC

3718.26

SW

3718.39

1 S OF SCHOOL SGN

3718.52 ng 3720.44 ng-FNC 3720.42 ng-FNC 3720.06 ng 3719.21

TC

3718.45

SW

3718.56 ng 3719.39 ng 3719.95 ng 3719.53

SW

3718.77

TC

3718.64

TC

3718.72

TCLD-C

3718.81

TCLD-C

3718.84

FL

3718.84

FL

3718.84

FL

3718.83

TC

3719.33

TC

3719.57

FL

3719.06

FL

3719.08

FL

3719.08

TC

3719.58

TC

3719.34 ng 3719.98 ng 3719.42 ng 3720.85 ng 3720.12

TC

3718.85

SW

3718.88

SW

3718.90

TC

3718.85

SDMH

3718.87

TC

3718.96

SW

3719.06 ng 3720.80 ng 3721.61 ng 3721.44 ng 3720.68

SW

3719.20

TC

3719.10

TC

3719.13

SW

3719.25 ng 3719.54 ng 3719.77

FNC S-E

3719.82

3626.16 TC

3619.50 TF

3626.66 TC

3620.00 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.16 TC

3619.50 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.66 TC

3620.00 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

3626.16 TC

3619.50 TF

Grading Plan Scale: 1" = 20'-0"3

Grading Legend oooo Existing Grade

TC Top of Column Brick TF Top of Footing

3623.66 TC

3617.00 TF

L-202

Grading Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing Grading Only.vwxSCALE: As Shown

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

60506 bm box 3714.65 ng 3717.63 ng 3717.55 ng 3717.50 ng 3717.55

TC

3717.01 ng 3717.67 ng 3717.64 ng 3717.64 ng 3717.61 ng 3717.76 ng 3717.80 ng 3717.75 ng 3717.84 ng 3717.89 ng 3717.78 ng 3717.77 ng 3717.76 ng 3717.71 ng 3717.97 ng 3717.93 ng 3717.86 ng 3717.79 ng 3717.87 ng 3717.92 ng 3717.87 ng 3717.98 ng 3717.91 ng 3717.87 ng 3717.87 ng 3717.88

TC

3717.44 ng 3717.96 ng 3718.01 ng 3717.96 ng 3718.00 ng 3717.90 ng 3717.91 ng 3717.87 ng 3717.86 ng 3717.86 ng 3717.83 ng 3717.74 ng 3717.77 ng 3717.51 ng 3717.48 ng 3717.52 ng 3717.52

TC

3717.14 ng 3717.50 ng 3717.41 ng 3717.21 ng 3717.24 ng 3717.01 ng 3716.94 ng 3716.92 ng 3716.85 ng 3716.85 ng 3716.80 ng 3716.69 ng 3716.81 ng 3717.11 ng 3717.05 ng 3716.93 ng 3716.86

TC

3716.18

TC

3716.15

FL

3715.66

FL

3716.66

TC

3717.17 ng 3716.80 ng 3716.87 ng 3716.84 ng 3716.83

FL

3716.50

FL

3716.56

TC

3717.05

TC

3715.97

FL

3715.49 ng 3716.58 ng 3716.62 ng 3716.59 ng 3716.69 fnc n-w 3716.87 ng 3716.84 ng 3716.84 fnc n-e 3716.08

1 n of lp 3715.75

1 n of fh 3716.57

SW

3715.20

TC

3715.21

TC

3715.26 c 3715.34 c 3714.85 c 3714.79 tc-c 3715.36 tcld 3714.85 tcld 3714.80

TC

3715.23 ng 3716.87 ng 3716.98 ng 3716.92 ng 3717.09 ng 3717.65 ng 3717.52 ng 3717.92 ng 3717.95 ng 3717.90 ng 3717.92 ng 3717.92 ng 3717.72 ng 3717.78 ng 3717.73 ng 3717.59 ng 3717.54

TC

3715.14

SW

3715.23

SW

3715.08

TC

3714.96

SW

3715.07 ng 3716.68

BLUE PAINT

3716.61 red paint

3715.17 509 red paint

3715.22 510 red paint 3715.61 red paint 3716.11 red paint 3716.29 red paint 3716.86 red paint 3717.05 red paint 3717.27 red paint 3717.37

TC

3717.43

TC

3717.13

TC

3717.42

Grading Legend oooo Existing Grade

TC Top of Column Brick TF Top of Footing

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

3623.66 TC

3617.00 TF

Grading Plan Scale: 1" = 20'-0"1

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

WWWWW

SS

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

E E

E E

E

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

W

W

W

W

W

W

W W W W W W W W W W W W W W W W W W12"

8"

60505 mag shiner 3717.30

SW

3715.48

TC

3715.59

TC

3715.60

TC

3715.51 tcld 3715.27 tcld 3715.31

TC

3715.79

TC

3715.73

TC

3715.69

TC

3715.60

TC

3715.44 c 3715.22 c 3715.28

SW

3715.78

1 s of lp 3715.69 conduit 3715.56 fnc 3715.72 ng 3716.28 ng 3716.51

SW

3716.08

TC

3715.98

TC

3716.04

FL

3715.64

FL

3715.62

TC

3716.02

TC

3716.68

FL

3716.16

FL

3716.08

FL

3716.16

TC

3716.65

SW

3716.23 ng 3716.32 ng 3716.24 ng 3716.48 ng 3716.27 ng 3716.27 fnc n-e 3716.54139 ng 3716.34 ng 3716.35 ng 3716.40 ng 3716.29 ng 3716.59 ng 3716.57 ng 3716.54 ng 3716.48 ng 3716.57

TC

3716.06 ng 3716.41 ng 3716.43 ng 3716.41 ng 3716.55 ng 3716.57 ng 3716.51 ng 3716.43 ng 3716.60 ng 3716.69 ng 3716.63 ng 3716.62 ng 3716.67

TC

3716.23 ng 3716.68 ng 3716.66 ng 3716.71 ng 3716.67 ng 3716.85 ng 3716.80 ng 3716.76 ng 3717.12 ng 3717.00 ng 3716.98 ng 3716.84 ng 3716.83

TC

3716.44 ng 3717.10 ng 3717.08 ng 3717.01 ng 3717.05 ng 3717.20 ng 3717.17 ng 3717.19 ng 3717.18 ng 3717.34 ng 3717.36 ng 3717.27 ng 3717.30

TC

3716.66 ng 3717.44 ng 3717.45 ng 3717.28 ng 3717.36 ng 3717.48 ng 3717.47 ng 3717.44 ng 3717.43 ng 3717.57 ng 3717.57 ng 3717.46 ng 3717.48 ng 3717.63 ng 3717.55 ng 3717.50 ng 3717.55

TC

3717.01 ng 3717.59 ng 3717.54 ng 3717.52 ng 3717.38 ng 3717.36 ng 3717.25 ng 3717.11 ng 3717.07 ng 3716.92 red paint 3716.82 red paint 3716.39 ng 3716.64 ng 3716.62 ng 3716.56 ng 3716.60 ng 3716.50

GCP

3715.37

TC

3715.50

WV

3715.71 conduit 3715.60 red paint 3715.69 red paint 3715.56 red paint 3715.69

3623.16 TC

3616.50 TF

3623.16 TC

3616.50 TF

3623.16 TC

3616.50 TF

Grading Plan Scale: 1" = 20'-0"2

Grading Legend oooo Existing Grade

TC Top of Column Brick TF Top of Footing

3623.66 TC

3617.00 TF

02.20.2026North

L-501

Irrigation Plan

ISSUE DATE DESCRIPTION

SHEET TITLE:

SHEET NUMBER:

All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing as instruments of service are and shall remain the property of the Landscape Architect and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission and appropriate compensation of the Landscape Architect. Written dimensions on these drawings shall have precedence over scaled dimensions and the contractor shall verify and be responsible for all dimensions and conditions on the job. The Landscape Architect shall not be responsible for construction means, methods or procedures, or for safety precautions connected with this project.

CONSULTANT:

REVISIONS:

A LANDSCAPE

SITE DEVELOPMENT

PLAN FOR

Heritage Hills PID New Improvements

BVB#416-26 KD

Amarillo, TX

DATE:

PROJECT:

02.20.2026

TLA 24x36 CD Drawing.vwxSCALE: As Shown

1/2 in1/2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/ in 1/ in

1/2 in 1/2 in

1/2 in 1/2 in1/ in

1/ in

1/ in 1/ in

1/ in 1/ in

1/2 in 1/2 in

1 1/4 in 1 1/4 in

1 1/4 in1 1/4 in1 1/4 in1 1/4 in

1/ in 1/ in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in1 in1 in1 in1 in

1/2 in 1/2 in

1/2 in 1/2 in

1 in 1 in

1 in1 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in

1/2 in1/2 in 1/2 in1/2 in

1/ in 1/ in

3/4 in3/4 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in

1/2 in1/2 in

1/2 in 1/2 in 1/ in

1/ in

1/ in 1/ in

1/ in 1/ in 1/2 in

1/2 in1 in1 in

1 in1 in

Rain Bird 1804 radius & gpm varies HE Van nozzles

Turf Spray02

PSIValve

2" 44

GPM

2 in 2 in

1/2 in1/2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/2 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1 1/4 in1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/ in 1/ in

1/2 in 1/2 in

1/2 in 1/2 in1/ in

1/ in

1/ in 1/ in

1/ in 1/ in

1/2 in 1/2 in

1 1/4 in 1 1/4 in

1 1/4 in1 1/4 in1 1/4 in1 1/4 in

1/ in 1/ in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in1 in1 in1 in1 in

1/2 in 1/2 in

1/2 in 1/2 in

1 in 1 in

1 in1 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in

1/2 in1/2 in 1/2 in1/2 in

1/ in 1/ in

3/4 in3/4 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in

1/2 in1/2 in

1/2 in 1/2 in 1/ in

1/ in

1/ in 1/ in

1/ in 1/ in 1/2 in

1/2 in1 in1 in

1 in1 in

Rain Bird 1804 radius & gpm varies HE Van nozzles

Turf Spray03

PSIValve

2" 44

GPM

2 in 2 in

1/ in 1/ in

1/2 in 1/2 in

Rain Bird XFD-09-12

.9 gph @ 12 "emitter 12" Row Spacing

Bed Drip04

PSIValve

1" 12

GPM

spacing

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

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BM 0'-0"

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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

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Heritage Hills Parkway

Irrigation Plan Scale: 1" = 20'-0"1

Bore under drainage channel

1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in 1/2 in

1/2 in 1/2 in1/2 in

1/2 in 1/2 in 1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in 1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in 1/2 in

1/2 in 1/2 in 1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in 1/2 in1/2 in

1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in

1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in 1/2 in1/2 in 1/2 in1/2 in 1/2 in1/2 in

1/ in 1/ in

1/ in 1/ in

1/2 in1/2 in1/2 in1/2 in

1/2 in1/2 in

1/2 in1/2 in1/2 in1/2 in 1/2 in1/2 in

1/ in 1/ in

1/ in 1/ in

1/ in 1/ in

1/ in 1/ in

1/ in 1/ in

1/2 in 1/2 in 1/2 in1/2 in radius & gpm varies

Turf Spray

Rain Bird 1804 radius & gpm varies HE Van nozzles

Turf Spray01

PSIValve

2" 34

GPM

Rain Bird XFD-09-12

.9 gph @ 12 "emitter 12" Row Spacing

Bed Drip02

PSIValve

1" 2

GPM

spacing

Rainbird…

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

File details come from the government source that posted it. Updated .