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WHHT Site Plan Documents- Phase 1STOP STOP ST O P ST O P Date: 7/23/2026 Time: 11:42 User: jsanchez Style Table: Langan.stb Layout: CS401 (80' SCALE)Document Code:535013001-0101-CS101-0101 www.langan.com 13750 San Pedro Avenue, Suite 730 San Antonio, TX 78232 T: 800.952.6426 TBPE Firm REG. #F-13709 © La n g a n 20 2 4 06/26/2026 ZONING DISTRICT PROPOSED USE TOTAL SITE AREA LOT 5 BLOCK 1 TOTAL SITE AREA PHASE 1 PROPOSED IMPERVIOUS COVER PHASE 1 SUBDIVISION NAME: WHHT DEVELOPMENT SUBDIVISION UNION P A C I F I C R A I L R O A D UNIO N P A C I F I C R A I L R O A D F M 3 0 0 9 RED I R O N GB-2 (GENERAL BUSINESS II) & M-1 (MANUFACTURING LIGHT) OFFICE-WAREHOUSING AND DISTRIBUTION 25.905 ACRES / 1,128,421.8 SF 14.11 ACRES / 614,631.63 SF 10.89 ACRES / 474,523.35 SF / 42.04% 08/19/2026 1:03:40 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 09/08/2026 10:29:05 AM Ap Approved By: Daisy Marquez, Planner Planning & Community Development WHHT Developement Subdivision Phase 1 - Lot 5, Block 1 18027 & 18039 Sunrise Way, Schertz,Texas 78154 drawn by: cms date: june 24, 2026 checked by: cms landscape architecture / master planning / creative spaces Issue / Revision The designs, concepts, plans, notes, and specifications shown are the sole property of C2 Landgroup, Inc. and may not be used, or reproduced without written permission. June 24, 2026 a landscape plan for the 100% Submittal 04.27.26 317 lexington suite 1 san antonio, texas 78215 210.269.5454 tel www.c2landgroup.com ASI #1 05.18.26 Site Plan Submittal 06.24.26 (100' R.O.W.) REBAR WITH CAP"RPLS 4020" FENCE POST FQ1 B FENCE POST FQ1 E GAT1 B GATE CONDUIT W 3" STEEL PIPE STUB FENCE POST FQ1 E GAT1 B FENCE POST GAT1 E FQ1 B GAS TEST LEAD REBAR WITH ALUMINUM CAP"RPLS 6129" 1/2" REBAR EV EV EV EV LOT 5 BLOCK 125.905 ACRES LOT 1 , B LOCK 1 13.16 A CRES THE RIDGE A T GARDEN RIDGE INST.# 202306 00188 3 O.P.R.C.C.T. LO T 1 CLAY S U BDIVIS ION 15.21 ACRES VO L. 12, PG 16 6 P.R .C .C.T. 18039 SUNRISE WAY SCHERTZ, TX 78154 PROPOSED REAR LOADER BUILDING 2 F.F.E. = 805.0' ±100,900 SF 18027 SUNRISE WAY SCHERTZ, TX 78154PROPOSED REAR LOADERBUILDING 1 F.F.E. = 806.0'±101,000 SF STOP STOP STOP A A A T T Ele c . , G a s , T e l e . an d C A T V E a s e m e n t La n d s c a p e B u f f e r 5'-0" Landscape Buffer Lot 900 5'-0" Landscape Buffer Lot 900 50'-0" Building Setback (FM 3009 ROW) GasPipeline Easement 30'-0" 50'-0" GasPipeline Easement 20 ' - 0 " 14 ' - 0 " GasPipeline Easement 30'-0" 50'-0" GasPipeline Easement 5'-0" Landscape Buffer 5'- 0 " 16 ' - 0 " Wa t e r E a s e m e n t Variable W i dth Electric Ease m ent Variable Width Electric Easement 5'-0" Landscape Buffer 20'-0" LandscapeBuffer 20'-0" LandscapeBuffer 20'-0" LandscapeBuffer 5'-0" Landscape Buffer 35 Phase II Phase I Union Pacific Railroad (60') ROW) F.M. 3009 Sunrise Way Concrete Walk Concrete WalkConcrete Walk Co n c r e t e W a l k Co n c r e t e W a l k Co n c r e t e W a l k Co n c r e t e W a l k Concrete Walk Concrete WalkConcrete Walk N 30˚23'53" W 753.45' Bermuda Tiff 419 Sod Bermuda Hydroseed Limestone Gravel; (3-5" in size) Texas Blend Gravel; (1-2" in size) Mulch ( 7 ) LOK ( 3 ) LOK ( 1 ) MOK ( 1 ) LOK ( 1 ) LOK ( 2 ) ROK ( 1 ) MOK ( 4 ) LOK ( 2 ) ROK ( 1 ) LOK ( 1 ) ROK( 4 ) DYH ( 4 ) DYH( 1 ) MOK ( 4 ) DYH( 1 ) MOK ( 4 ) DYH( 1 ) MOK ( 3 ) MES( 8 ) DYH ( 1 ) MOK ( 2 ) CE ( 15 ) CE ( 21 ) CE ( 4 ) DYH ( 1 ) MOK ( 4 ) DYH( 1 ) MOK ( 4 ) DYH ( 1 ) MOK ( 4 ) DYH( 1 ) MOK ( 8 ) DYH( 1 ) MOK ( 4 ) LOK ( 4 ) DYH( 1 ) MOK ( 5 ) MES( 1 ) LOK ( 4 ) DYH( 1 ) MOK ( 5 ) MES( 2 ) LOK ( 4 ) DYH( 1 ) MOK ( 5 ) MES( 2 ) LOK ( 1 ) LOK( 8 ) DYH ( 1 ) MOK ( 5 ) MES ( 2 ) MOK ( 2 ) MOK ( 12 ) DYH ( 2 ) MOK ( 12 ) DYH ( 3 ) DYH( 2 ) CE ( 1 ) MOK( 4 ) DYH ( 3 ) DYH( 2 ) MOK ( 1 ) CE( 4 ) DYH( 24 ) DYH( 23 ) MFG ( 15 ) DYH( 14 ) MFG ( 15 ) DYH( 14 ) MFG( 15 ) DYH( 14 ) MFG ( 15 ) DYH( 14 ) MFG ( 24 ) DYH( 23 ) MFG ( 25 ) THY( 24 ) RY ( 19 ) THY( 18 ) RY ( 25 ) THY( 24 ) RY ( 8 ) THY( 7 ) RY( 13 ) THY( 12 ) RY ( 8 ) THY( 7 ) RY ( 13 ) THY( 12 ) RY ( 14 ) WM( 1 ) ROK ( 4 ) DYH ( 4 ) DYH ( 1 ) ROK( 8 ) WM ( 9 ) WM ( 1 ) ROK( 4 ) DYH ( 4 ) DYH ( 1 ) ROK( 14 ) WM ( 4 ) DYH( 1 ) MOK ( 4 ) DYH( 1 ) MOK ( 4 ) DYH ( 1 ) ROK ( 1 ) ROK ( 4 ) DYH ( 1 ) MOK ( 4 ) DYH ( 1 ) MOK ( 4 ) DYH ( 4 ) DYH( 1 ) CE ( 2 ) MOK( 3 ) DYH ( 2 ) MOK ( 12 ) DYH ( 2 ) MOK ( 12 ) DYH ( 4 ) DYH( 1 ) CE ( 2 ) MOK( 3 ) DYH ( 12 ) RY( 13 ) THY ( 12 ) RY( 13 ) THY ( 12 ) RY( 13 ) THY ( 2 ) WM ( 10 ) MFG( 9 ) DYH ( 12 ) RY( 13 ) THY ( 7 ) RY( 8 ) THY ( 24 ) DYH ( 23 ) MFG ( 24 ) DYH( 23 ) MFG ( 13 ) RY( 14 ) THY ( 20 ) RY( 21 ) THY ( 27 ) RY( 28 ) THY( 13 ) DYH ( 12 ) MFG( 13 ) DYH ( 12 ) MFG ( 15 ) DYH ( 14 ) MFG( 15 ) DYH ( 14 ) MFG Co n c r e t e W a l k Co n c r e t e W a l k Co n c r e t e W a l k Co n c r e t e W a l k N30°30'39''W 524.79' L=328.21', R=3625.00' D=005°11'15'' N33°05'55''W~328.09' N67°32'50''E 1 546.9 6' N37°24'30''W 9.39' N5 9°36'0 7'' E 1514.47' Landscape Requirements & Tabulations Surface Calculations (Mandatory Requirement) Black Dyed Mulch 12,950 sf Texas Blend Gravel (1-2" in size)6,150 sf Limestone Gravel (3-5" in size)7,100 sf Hydroseed 90,400 sf Tif 419 Bermuda 30,350 sf Total 146,950 sf * Contractor To Field Verify Quantities Street Tree Calculations (Mandatory Requirement) FM 3009 758 LF of Street Frontage 758 /20 LF = 38 Trees needed 0 Existing Trees provided 38 New Trees provided 38 Total Trees provided Sunrise Way 760 LF of Street Frontage 760 /20 LF = 38 Trees needed 0 Existing Trees provided 38 New Trees provided 38 Total Trees provided Interior Parking Lot Landscaping (Mandatory Requirement) Parking Lot Area 143,204 sf Parking Lot Area Required (10%)14,320 sf Parking Lot Area Provided 15,450 sf Percentage Provided 10.79 % Site Lot Area 14.17 ac Landscape Area Required (20%)123,449 sf Landscape Area Provided 146,950 sf Percentage Provided 23.81 % 9 Trees/Acre 128 ea Ex. Trees Provided 0 ea New Trees Provided 140 ea Total Trees Provided 140 ea City Of Schertz Digital Approval Landscape Plan SCALE 1" = 50'-0"1 north 0 50 100 20025 Required FM 3009 Buffer Required: (1) Tree per 20'-0"; (38) Trees for 758'-3" Proposed: (38) New Trees Required Buffer Required: (1) Tree per 20'-0"; (38) Trees for 760'-0" Proposed: (38) New Trees Required Buffer Required: (1) Tree per 100'-0"; (8) Trees for 785'-0" Proposed: (8) New Trees L1.0 Site Plan Submittal Required Buffer Required: (1) Tree per 100'-0"; (8) Trees for 753'-0" Proposed: (8) New Trees No Significant Trees On Site All Green Space and Landscaping Is Being Maintained By An Automatic Underground Watering System; Adjustments To Be Made For Complete Coverage. Plant List Key Qty.Common Name Botanical Name Size Height Spread Remarks AGA 6 Whale's Tongue Agave Agave ovatifolia 'Vanzie'15 Gal.18" Ht.24" width Full and Symmetrical CE 43 Cedar Elm Ulmus crassifolia 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks CM 1 Crape Myrtle Lagerstroemia indica 30 Gal.6-7' Ht.6' width Full and Symmetrical 'Natchez White' DYH 383 Dwarf Yaupon Holly Ilex vomitorea 5 Gal.18" Ht.18" width Full and Symmetrical; 24" o.c. GCS 26 Green Cloud Sage Leucophyllum frutescens 5 Gal.24" Ht 24" width Full and Symmetrical; 48" o.c. LMG 7 Linheimer's Muhly Grass Muhlenbergia lindheimeri 1 Gal.10" Ht 12" width Full and Symmetrical; 42" o.c. LOK 27 Live Oak Quercus virginiana 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks; Staked MBP 17 Mexican Bird of Paradise Caesalpinia pulcherrima 5 Gal.36" Ht.18" width Full and Symmetrical MBS 14 Mexican Bush Sage Salvia leucantha 5 Gal.18" Ht.18" width Full and Symmetrical; 36" o.c. MES 23 Mexican Sycamore Platanus mexicana 3" Cal.9-11' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks; Staked MFG 332 Mexican Feather Grass Stipa tennissima 1 Gal.12'' Ht.12" width Full and Symmetrical; 36" o.c. MOK 36 Monterrey Oak Quercus polymorpha 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks PL 131 Purple Lantana Lantana montevidensis 1 Gal.9-12" Ht.12" width Full and Symmetrical; 24" o.c. ROK 11 Shumard Red Oak Quercus shumardii 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks; Staked RY 320 Red Yucca Hesperaloe parviflora 5 Gal.18" Ht.18" width Full and Symmetrical; 36" o.c. SPP 6 Spineless Prickly Pear Opuntia ellisiana 5 Gal.18" Ht.18" width Full and Symmetrical SOT 4 Blue Sotol Dasylirion wheeleri 5 Gal.18" Ht.18" width Full and Symmetrical; 48" o.c. THY 224 Thyrallis Galphimia glauca 5 Gal.18" Ht 18" width Full and Symmetrical WM 47 Wax Myrtle Myrica cerifera 5 Gal.24" Ht.24" width Full and Symmetrical; 60" o.c. WSG 90 White Salvia Greggii Salvia greggii 1 Gal.12" Ht 12" width Full and Symmetrical; 24" o.c. Boulders 42"x24"x24", Moss Rock SE Steel Edging 1/8" x 4" Ryerson Steel Edging Hydromulch Common Bermuda SOD Tiff 419 Bermuda S.Y.90% Purity Cut Prior to Shipment 08/19/2026 1:04:18 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 09/08/2026 10:30:09 AM Ap Approved By: Daisy Marquez, Planner Planning & Community Development Site WHHT Developement Subdivision Phase 1 - Lot 5, Block 1 18027 & 18039 Sunrise Way, Schertz,Texas 78154 drawn by: cms date: june 24, 2026 checked by: cms landscape architecture / master planning / creative spaces Issue / Revision The designs, concepts, plans, notes, and specifications shown are the sole property of C2 Landgroup, Inc. and may not be used, or reproduced without written permission. June 24, 2026 a landscape plan for the 100% Submittal 04.27.26 317 lexington suite 1 san antonio, texas 78215 210.269.5454 tel www.c2landgroup.com ASI #1 05.18.26 Site Plan Submittal 06.24.26 L1.1 landscape notes & details General Notes 1.All quantities shown on plans to be verified by Landscape Contractor. Landscape Contractor shall be responsible for installing all labeled plant material. 2.Landscape Contractor shall familiarize himself with the Landscape Plan and Specifications and shall be responsible for the requirements dictated therein. 3.Landscape Contractor shall familiarize himself with the location of all underground utilities and easements prior to the installation of any plant material. 4.All plants must comply with the American Standards for Nursery Stock, by the American Association of Nurserymen, Inc. 5.All final shaping and raking of the topsoil shall be approved by the Landscape Architect prior to application of Hydromulch or sod, shaping planting beds, installing trees and installing irrigation. Excessive slopes on berms which may cause maintenance problems shall be reviewed by the Landscape Architect. Berms shall be installed in 12" layers and compacted to 90% proctor. 6.All topsoil shall be fine sandy loam, raked smooth to grade 2” below curbs, sidewalks, or edging. 7.All beds to be mulched to a depth of 4” with BLACK dyed mulch from New Earth (210.661.5180). (7800 IH-10 East, 78219). Submit mulch sample to Landscape Architect prior to delivery and installation. 8.All backfill to be sandy loam material and shall be the responsibility of the General Contractor. General Contractor shall allow for the installation of 2" of topsoil at hydroseed areas, 6” of topsoil at lawn areas, and 8” of specified backfill (New Earth 4-way Mix) in shrub areas to be supplied by the Landscape Contractor. Any backfill material shall be compacted sufficiently to prevent excessive settling of topsoil that may effect the finished grade or drainage. 9.Landscape Contractor shall notify the Landscape Architect of any questions regarding application of proposed plant material prior to installation-especially questions that may effect or alter the warranty of said material. 10.Landscape Contractor shall maintain all trees, shrubs, groundcover and turf areas in a healthy state under the contract until acceptance by the owner. A 90 day maintenance period, after acceptance, shall be included in base bid. 11.Trees shall be warrantied 1 year from acceptance of owner. Shrubs and groundcovers shall bewarrantied 6 months in the same period. 12.All container grown shrubs and groundcovers shall be healthy, vigorous, well-rooted and established in the container in which they are growing. 13.Landscape Irrigation to be provided throughout project and shall provide 100% coverage at all landscape areas. Vicinity Map Landscape Requirements & Tabulations 6" 1 2 " Finish Grade After Settling Mulch (As Specified) Rootball 6" Compacted Soil 2-3" Watering Ring Subgrade Steet T-Post Painted Green Drive T-Post 12" Into Subgrade; Minimum Keep Mulch Away From Trunk Collar 4" Mulch (None @ Collar) Agriform Tablets (3 per tree) Number 11 Gauge Twisted Wire With Gromet Nylon Straps Tree Planting Detail NO SCALE Shrub (Specified) Root Ball Mulch (As Specified) Prepared Soil Mix (As Specified) Subgrade 3" Min. 5" Min. * (2) Agriform Tablets per 5 gal. plant * (1) Agriform Tablet per 1 gal. plant Shrub Planting Detail NO SCALE 1/2" 4" 8" Mulch (As Specified) Planting Soil Mix 1/8" x 4" Dark Green Ryerson Steel Edging Turf Topsoil Subgrade Steel Edging Detail NO SCALE Sod Notes 1.Lawn installation shall not begin until the irrigation system has been completed and is operational. 2.Before placing of topsoil, all areas shall be cultivated to a depth of four (4") inches, unless otherwise specified, or ordered by the Landscape Architect. Cultivation of the soil may be done by disc, spring tooth harrow, rototiller, or similar equipment. This operation shall be done at right angles to the natural flow of water on the slopes. 3.After the topsoil has been spread to the depth specified, the area shall be mechanically tilled to a depth of 6 inches, then roll raked and dragged to emove all large clods, rocks, debris, and litter over (1") one inch in any dimension which shall be disposed of by the Contractor in a lawful manner at an off site location. 4.The area shall then be rolled in 2 directions; the second shall be done at right angles to the first rolling. The roller shall be of a standard, lightweight, waterfilled type. 5.Rake the area to make it smooth and level. Remove ridges and fill depressions. Add topsoil where necessary, or as directed by the Landscape Architect. 6.The finished grade shall be two (2') inches below all curbs, sidewalks, and/or other appurtenances. 7.Roll the area in one direction. Moisten prepared lawn areas before planting if soil is dry. Allow surface moisture to dry. 8.Lay sod within 24 hours from time of stripping. Do not plant dormant sod. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent grass. 9.Water sod thoroughly within one (1) hour with a fine spray immediately after planting to ensure 4" to 6" penetration of water into the soil. Roll sod with roller to ensure good contact with soil. 10.Continue watering sod similar penetration for ten (10) days. 11.Erect a barrier of stakes and strings, and post warning signs where necessary, or as directed by the Landscape Architect. 12.Apply water as required to keep the sod damp at all times through germination and initial growth period. 13.Continued maintenance (mowing, fertilization, weeding, etc) of the sodded areas should be provided by a professional landscape maintenance contractor.Hydroseed Notes 1.Hydroseed Works: a. Seed which has become wet, moldy and otherwise damaged in transit, or in storage will not be acceptable. b. All grass seed shall be fresh, re-cleaned grass seed of the latest crop, mixed in the following proportions by weight and meeting the accepted standards of pure live seed content, purity and germination. c. Grass seed shall have the following minimum ration: Summer Mix: Cynodon Dactylon (Hulled Common Bermuda Grass) 85% pure live seed @ 75lbs Pure Live Seed (PLS) per acre. Winter Mix: Cynodon Dactylon (Unhulled Common Bermuda Grass) 85% pure live seed @ 75lbs Pure Live Seed (PLS) per acre. Annual Rye Grass, or equal, 85% pure live seed @ 175lbs Pure Live Seed (PLS) per acre. 2.Slurry Mix Component per acre shall be wood cellulose fiber mulch=2,000 pounds + Grass Seed as specified + fertilizer (13-13-13) 800 pounds. 3.Hydroseed on prepared finished grades: a. Install and spread out a minimum of two inch layer of topsoil over all areas to be hydroseeded. b. Bed Prep- Immediately after the finished grade has been approved, begin the hydroseeding operation to reduce excessive weed growth and erosion. c. Apply seed, fertilizer, and mulch by spraying them on the previously prepared seedbeds in the form of an aqueous mixture and by using the methods and equipment described herin. d. Particular care shall be exercised by the contractor to insure that the application is made uniformly and at the prescribed rate and to guard against miss and overlapped areas. e. Where slope of areas to be grassed exceed a 3:1 H:V; an erosion control fabric shall be installed prior to the hydroseeding process. 4.Maintenance: a. Maintenance shall consist of weeding, fertilizing, insect control, watering, replanting, mowing, maintaining of existing grades and repair of any erosion damages. b. Guarantee growth and coverage of hydroseed planting shall be a minimum on ninety five percent (95%) of the area planted will be covered with specified planting after sixty (60) days with no bare spots visible. c. Watering-Coordinate with the Owner to properly operate irrigation system to assure a regular deep watering program. 5.Inspection and Final Acceptance: a. Final acceptance of the lawn establishment shall mean that hydroseed areas are ninety five (95%) uniform coverage of grass in excess of one inch height. No bare spots shall be acceptable. The Site Information shown on this plan has been provided by the Owner, Architect, or Civil Engineer. C2 Landgroup, Inc. is not responsible for the accuracy of that information and is using the information provided to prepare this Landscape Plan. The Landscape Contractor shall verify all scales of the plans and quantites shown on the plan and is responsible for including in the bid the planting, or installation of all items shown. Any errors on the plan, or quantities should be brought to the attention of the Landscape Architect by the Contractor prior to submittal of any bid. Prior to commencement of any construction activities, Contractor shall notify local utility location service to identify any underground utilities. Contractor shall immediately notify the Landscape Architect of any potential discrepancies, or obstacles. CALL 1-800-DIG-TESS for underground utility location at least two (2) days prior to excavation. Plant List Key Qty.Common Name Botanical Name Size Height Spread Remarks AGA 6 Whale's Tongue Agave Agave ovatifolia 'Vanzie'15 Gal.18" Ht.24" width Full and Symmetrical CE 43 Cedar Elm Ulmus crassifolia 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks CM 1 Crape Myrtle Lagerstroemia indica 30 Gal.6-7' Ht.6' width Full and Symmetrical 'Natchez White' DYH 383 Dwarf Yaupon Holly Ilex vomitorea 5 Gal.18" Ht.18" width Full and Symmetrical; 24" o.c. GCS 26 Green Cloud Sage Leucophyllum frutescens 5 Gal.24" Ht 24" width Full and Symmetrical; 48" o.c. LMG 7 Linheimer's Muhly Grass Muhlenbergia lindheimeri 1 Gal.10" Ht 12" width Full and Symmetrical; 42" o.c. LOK 27 Live Oak Quercus virginiana 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks; Staked MBP 17 Mexican Bird of Paradise Caesalpinia pulcherrima 5 Gal.36" Ht.18" width Full and Symmetrical MBS 14 Mexican Bush Sage Salvia leucantha 5 Gal.18" Ht.18" width Full and Symmetrical; 36" o.c. MES 23 Mexican Sycamore Platanus mexicana 3" Cal.9-11' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks; Staked MFG 332 Mexican Feather Grass Stipa tennissima 1 Gal.12'' Ht.12" width Full and Symmetrical; 36" o.c. MOK 36 Monterrey Oak Quercus polymorpha 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks PL 131 Purple Lantana Lantana montevidensis 1 Gal.9-12" Ht.12" width Full and Symmetrical; 24" o.c. ROK 11 Shumard Red Oak Quercus shumardii 2" Cal.8-10' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks; Staked RY 320 Red Yucca Hesperaloe parviflora 5 Gal.18" Ht.18" width Full and Symmetrical; 36" o.c. SPP 6 Spineless Prickly Pear Opuntia ellisiana 5 Gal.18" Ht.18" width Full and Symmetrical SOT 4 Blue Sotol Dasylirion wheeleri 5 Gal.18" Ht.18" width Full and Symmetrical; 48" o.c. THY 224 Thyrallis Galphimia glauca 5 Gal.18" Ht 18" width Full and Symmetrical WM 47 Wax Myrtle Myrica cerifera 5 Gal.24" Ht.24" width Full and Symmetrical; 60" o.c. WSG 90 White Salvia Greggii Salvia greggii 1 Gal.12" Ht 12" width Full and Symmetrical; 24" o.c. Boulders 42"x24"x24", Moss Rock SE Steel Edging 1/8" x 4" Ryerson Steel Edging Hydromulch Common Bermuda SOD Tiff 419 Bermuda S.Y.90% Purity Cut Prior to Shipment Texas Blend Gravel; (2-4" in size) Landscape Fabric Compacted Base Steel Edging Sod Topsoil Subgrade 6" 6" Texas Blend Gravel Detail No Scale 3" Decomposed Granite Landscape Fabric Compacted Subgrade Subgrade Decomposed Granite Detail No Scale Boulders To Be 1/3 Buried, 2/3 Above Grade And Have Relatively Flat Tops. Finished Grade 2/ 3 1/ 3 Boulder Detail NO SCALE Boulders To Be Moss Rock Texas Blend Gravel @ Building Edge/Sod NO SCALE Texas Blend Gravel @ Building Edge/Curb NO SCALE F.F.E. Ref. Civil Per Plan 6" m i n . Texas Blend Gravel; (3/4" in size)4" Dia. Perforated Drain Pipe Wrapped With Filter Fabric1/8" Steel EdgingFinished Grade of Turf/Bed; Ensure Proper Drainage Proposed BuildingMoisture Barrier Compacted Subgrade;Ref. Civil Solid 2" Sch. 40 PVC Drain Pipe To Connect ToPVC Drain Line; Ref. Civil * Bottom Of Trench To Slope Down andAway From Building ** Align To Bottom Of Structural Beam ** A 6" To Be Used @ Areas In Front Of Full Height Glass At Building And/Or Planting Areas 8" M i n . Include A Termination Bar OnTiltwall to Secure The Moisture Barrier To The Building Gravel & Landscape Areas To SlopeFrom Building At 2% minimum. F.F.E. Ref. Civil Per Plan 6" m i n . Texas Blend Gravel; (2"-4" in size)4" Dia. Perforated Drain PipeWrapped With Filter Fabric Curb; Ref. Civil Proposed BuildingMoisture BarrierCompacted Subgrade; Ref. Civil Solid 2" Sch. 40 PVC Drain Pipe To Connect ToPVC Drain Line; Ref. Civil * Bottom Of Trench To Slope Down andAway From Building ** Align To Bottom OfStructural Beam ** 6" To Be Used @ Areas In Front Of Full Height Glass At Building And/Or Planting Areas Include A Termination Bar On Tiltwall to Secure The Moisture Barrier To The Building Gravel & Landscape Areas To Slope From Building At 2% minimum. Surface Calculations (Mandatory Requirement) Black Dyed Mulch 12,950 sf Texas Blend Gravel (1-2" in size)6,150 sf Limestone Gravel (3-5" in size)7,100 sf Hydroseed 90,400 sf Tif 419 Bermuda 30,350 sf Total 146,950 sf * Contractor To Field Verify Quantities Street Tree Calculations (Mandatory Requirement) FM 3009 758 LF of Street Frontage 758 /20 LF = 38 Trees needed 0 Existing Trees provided 38 New Trees provided 38 Total Trees provided Sunrise Way 760 LF of Street Frontage 760 /20 LF = 38 Trees needed 0 Existing Trees provided 38 New Trees provided 38 Total Trees provided Interior Parking Lot Landscaping (Mandatory Requirement) Parking Lot Area 143,204 sf Parking Lot Area Required (10%)14,320 sf Parking Lot Area Provided 15,450 sf Percentage Provided 10.79 % Site Lot Area 14.17 ac Landscape Area Required (20%)123,449 sf Landscape Area Provided 146,950 sf Percentage Provided 23.81 % 9 Trees/Acre 128 ea Ex. Trees Provided 0 ea New Trees Provided 140 ea Total Trees Provided 140 ea City Of Schertz Digital Approval WHHT Developement Subdivision Phase 1 - Lot 5, Block 1 18027 & 18039 Sunrise Way, Schertz,Texas 78154 drawn by: cms date: june 24, 2026 checked by: cms landscape architecture / master planning / creative spaces Issue / Revision The designs, concepts, plans, notes, and specifications shown are the sole property of C2 Landgroup, Inc. and may not be used, or reproduced without written permission. June 24, 2026 a landscape plan for the 100% Submittal 04.27.26 317 lexington suite 1 san antonio, texas 78215 210.269.5454 tel www.c2landgroup.com ASI #1 05.18.26 Site Plan Submittal 06.24.26 L2.0 landscape plan 0 10 20 405 0 30 60 12015 Landscape Plan SCALE 1" = 30'-0"1 (100' R.O.W.) EV EV LOT 5 BLOCK 1 25.905 ACRES 18039 SUNRISE WAY SCHERTZ, TX 78154 PROPOSED REAR LOADER BUILDING 2 F.F.E. = 805.0' ±100,900 SF STOP STOP A T 5'-0" Landscape Buffer Lot 900 GasPipeline Easement 30'-0" 50'-0" GasPipeline Easement 5'-0" Landscape Buffer 5' - 0 " V ari able Width Variable Width Electric Easement 5'-0" Landscape Buffer 20'-0" LandscapeBuffer 20'-0" LandscapeBuffer 5'-0" Landscape Buffer MATCHLINE 1/L2.0 MATCHLINE 1/L2.1 MATCHLINE 1/L2.0 MATCHLINE 1/L2.1 Hydroseed Hydroseed Hydroseed Concrete Walk Concrete Walk Hydroseed Hydroseed Co n c r e t e W a l k Co n c r e t e W a l k Sunrise Way Hydroseed ( 1 )LOK ( 4 ) LOK ( 1 ) MOK( 4 ) DYH ( 1 ) MOK Texas Blend Gravel;(1-2" in size) ( 4 ) DYH ( 1 ) MOK ( 8 ) DYH ( 1 ) MOKSteel Edging ( 3 ) MES ( 2 ) CE Steel Edging( 4 ) DYH ( 1 ) ROK Texas Blend Gravel;(1-2" in size) ( 2 ) ROK ( 15 ) CE Steel Edging DecomposedGranite ( 4 ) DYH ( 1 ) MOK Hydroseed ( 1 ) MOK( 4 ) DYH Texas Blend Gravel; (1-2" in size) Hydroseed ( 4 ) DYH( 1 ) MOK Texas Blend Gravel; (1-2" in size) ( 1 ) MOK( 4 ) DYH DecomposedGranite ( 24 ) DYH ( 23 ) MFG ( 24 ) DYH ( 23 ) MFG Landscape Contractor To Install 4" Perforated Drainage Pipe with 2% Slope and AMinimum of 4" of Gravel Cover Above Drainage Piping; SlopeTo Drain; Ref. Detail Landscape Contractor ToInstall 4" Perforated Drainage Pipe with 2% Slope and A Minimum of 4" of Gravel CoverAbove Drainage Piping; Slope To Drain; Ref. Detail ( 13 ) RY( 14 ) THY ( 20 ) RY( 21 ) THY ( 27 ) RY( 28 ) THY ( 12 ) RY( 13 ) THY ( 12 ) RY( 13 ) THY ( 12 ) RY( 13 ) THY ( 7 ) RY( 8 ) THY ( 12 ) RY( 13 ) THY ( 2 ) WM ( 10 ) MFG( 9 ) DYH Texas Blend Gravel; (1-2" in size) Hydroseed north L2.0 2 L2.0 4 Landscape Enlargement SCALE 1" = 10'-0"2 north 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"5 north Building 2 Drive Concrete Walk Mulch As Specified In Planting Beds Steel Edging BouldersTexas Blend Gravel;(1-2" in size) ( 1 ) MBP Steel Edging BouldersTexas Blend Gravel; (1-2" in size) Steel EdgingTexas Blend Gravel; (1-2" in size) ( 1 ) MOKSteel Edging Steel EdgingBoulders ( 2 ) RY ( 3 ) MFG ( 3 ) DYH( 1 ) AGA ( 5 ) PL( 3 ) DYH ( 3 ) MFG ( 5 ) WSG ( 4 ) RY Boulder( 4 ) DYH ( 5 ) MFG( 2 ) SOT ( 10 ) DYH ( 1 ) CE Building 2 Drive Concrete Walk Co n c r e t e W a l k Mulch As Specified In Planting Beds Texas Blend Gravel; (1-2" in size) Steel Edging( 1 ) CE ( 8 ) MFG ( 5 ) DYH ( 1 ) MOKBoulders Steel EdgingTexas Blend Gravel; (1-2" in size)( 10 ) DYH Steel Edging ( 7 ) MFG ( 5 ) PL( 1 ) AGA ( 6 ) MFG Steel Edging ( 5 ) RY( 8 ) WSG ( 9 ) MFG ( 5 ) DYH ( 1 ) MOKBoulder Steel Edging L2.0 3 L2.0 3 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"3 north 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"4 north Building 2 Mulch As Specified In Planting Beds( 12 ) MFG( 13 ) DYH ( 12 ) MFG ( 13 ) DYH Mulch As Specified In Planting Beds Landscape Contractor To Install 4" Perforated DrainagePipe with 2% Slope and A Minimum of 4" of Gravel CoverAbove Drainage Piping; SlopeTo Drain; Ref. Detail Landscape Contractor To Install 4" Perforated Drainage Pipe with 2% Slope and AMinimum of 4" of Gravel Cover Above Drainage Piping; SlopeTo Drain; Ref. Detail Drive Concrete Walk ( 3 ) PL ( 1 ) MOK ( 4 ) RY( 2 ) DYH ( 3 ) PL ( 1 ) MOK ( 2 ) RY( 2 ) DYH L2.0 6 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"7 north L2.0 7 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"8 north T ( 1 ) CMSteel Edging Limestone Gravel; (3-5" in size)( 9 ) WM Texas Blend Gravel; (1-2" in size)Boulders Steel Edging Steel Edging Boulder( 1 ) ROK Texas Blend Gravel;(1-2" in size) Boulders ( 5 ) DYHSteel EdgingBoulders Texas Blend Gravel;(1-2" in size) Steel Edging Texas Blend Gravel; (1-2" in size)Boulder Co n c r e t e W a l k Variable Width Electric Easement L2.0 8 Required Buffer Required: (1) Tree per 100'-0"; (8) Trees for 753'-0" Proposed: (8) New Trees Required Buffer Required: (1) Tree per 100'-0"; (8) Trees for 785'-0" Proposed: (8) New Trees Required Buffer Required: (1) Tree per 20'-0"; (38) Trees for 760'-0" Proposed: (38) New Trees City Of Schertz Digital Approval Drive Mulch AsSpecified In Planting Beds ( 8 ) WMSteel Edging Decomposed Granite Steel Edging( 1 ) ROK ( 4 ) DYHLimestone Gravel; (3-5" in size) Texas Blend Gravel; (1-2" in size)Boulders Steel Edging Boulder Texas Blend Gravel;(1-2" in size) Steel Edging Boulder Mulch As SpecifiedIn Planting Beds Drive Steel Edging Texas Blend Gravel; (1-2" in size)Boulders Stl. Edging( 3 ) WSG ( 3 ) RY( 6 ) MFG Boulders ( 3 ) MBP( 2 ) SPP ( 10 ) PL ( 7 ) DYHBoulder Hydroseed ( 6 ) RY ( 7 ) WSG Steel Edging ( 5 ) MFG ( 6 ) DYH( 1 ) MOK ( 4 ) MFG L2.0 5 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"6 north Steel Edging ( 3 ) MFG ( 1 ) SOT( 10 ) PL ( 7 ) WSG ( 6 ) MFG ( 1 ) ROK( 5 ) WSG ( 3 ) DYH ( 7 ) RYBoulder( 3 ) MBP Steel Edging ( 5 ) MFG( 3 ) DYH ( 3 ) MBSBoulders Texas Blend Gravel; (1-2" in size) ( 5 ) MBS( 5 ) DYH Boulder Mulch As Specified In Planting Beds Hydroseed WHHT Developement Subdivision Phase 1 - Lot 5, Block 1 18027 & 18039 Sunrise Way, Schertz,Texas 78154 drawn by: cms date: june 24, 2026 checked by: cms landscape architecture / master planning / creative spaces Issue / Revision The designs, concepts, plans, notes, and specifications shown are the sole property of C2 Landgroup, Inc. and may not be used, or reproduced without written permission. June 24, 2026 a landscape plan for the 100% Submittal 04.27.26 317 lexington suite 1 san antonio, texas 78215 210.269.5454 tel www.c2landgroup.com ASI #1 05.18.26 Site Plan Submittal 06.24.26 L2.1 landscape planLandscape Plan SCALE 1" = 30'-0"1 REBAR WITH CAP"RPLS 4020" FENCE POST FQ1 B FENCE POST FQ1 E GAT1 B GATE CONDUIT W 3" STEEL PIPE STUB FENCE POST FQ1 E GAT1 B FENCE POST GAT1 E FQ1 B GAS TEST LEAD REBAR WITH ALUMINUM CAP "RPLS 6129" 1/2" REBAR EV EV LOT 5 BLOCK 1 25.905 ACRES 18027 SUNRISE WAY SCHERTZ, TX 78154 PROPOSED REAR LOADER BUILDING 1 F.F.E. = 806.0' ±101,000 SF STOP STOP A A T Ele c . , G a s , T e l e . an d C A T V E a s e m e n t La n d s c a p e B u f f e r 5'-0" Landscape Buffer Lot 900 50'-0" Building Setback (FM 3009 ROW) Gas Pipeline Easement 30'-0" 50'-0" GasPipeline Easement 20 ' - 0 " 14 ' - 0 " 5'-0" Landscape Buffer 16 ' - 0 " Wa t e r E a s e m e n t Var iab le W idth Electric E as e m ent 20'-0" LandscapeBuffer 20'-0" LandscapeBuffer MATCHLINE 1/L2.0 MATCHLINE 1/L2.1 MATCHLINE 1/L2.0 MATCHLINE 1/L2.1 F.M. 3009 Sunrise Way Hydroseed Hydroseed Hydroseed Sod Sod Sod Sod Co n c r e t e W a l k Co n c r e t e W a l k Concrete Walk Concrete Walk Steel Edging ( 14 ) WMLimestone Gravel; (3-5" in size) ( 1 ) ROK( 1 ) LOKTexas Blend Gravel; (1-2" in size)( 1 ) ROK ( 1 ) MOK ( 4 ) DYH( 4 ) LOK ( 1 ) MOK( 7 ) LOK Steel Edging( 1 ) MOK ( 8 )DYH30" Texas Blend Gravel; (1-2" in size) Stepout ( 4 ) LOK Texas Blend Gravel;(1-2" in size) ( 4 )DYH ( 1 ) MOK( 5 ) MES ( 1 ) LOK ( 5 ) MES ( 1 ) LOK Sod Texas Blend Gravel;(1-2" in size) ( 4 )DYH ( 1 ) MOK( 5 ) MES ( 1 ) LOK( 1 ) LOK Texas Blend Gravel;(1-2" in size) ( 4 )DYH ( 1 ) MOK( 5 ) MES ( 1 ) LOK( 1 ) LOK Steel Edging Texas Blend Gravel;(1-2" in size) ( 4 ) DYH( 1 ) MOK ( 1 ) MOK( 4 ) DYH Texas Blend Gravel; (1-2" in size) Steel Edging ( 14 ) WMLimestone Gravel; (3-5" in size) Steel EdgingBoulder; Typ. Texas Blend Gravel;(1-2" in size) ( 6 ) DYH ( 1 ) ROKSteel Edging Texas Blend Gravel;(1-2" in size) Boulders; Typ. Texas Blend Gravel; (1-2" in size)Steel Edging Texas Blend Gravel;(1-2" in size) Boulder ( 24 ) DYH( 23 ) MFG ( 15 ) DYH ( 14 ) MFG ( 15 ) DYH ( 14 ) MFG ( 15 ) DYH ( 14 ) MFG ( 15 ) DYH ( 14 ) MFG ( 24 ) DYH( 23 ) MFG Landscape Contractor ToInstall 4" Perforated Drainage Pipe with 2% Slope and AMinimum of 4" of Gravel Cover Above Drainage Piping; SlopeTo Drain; Ref. Detail Landscape Contractor ToInstall 4" Perforated Drainage Pipe with 2% Slope and AMinimum of 4" of Gravel Cover Above Drainage Piping; SlopeTo Drain; Ref. Detail Landscape Contractor To Install 4" Perforated Drainage Pipe with 2% Slope and AMinimum of 4" of Gravel Cover Above Drainage Piping; SlopeTo Drain; Ref. Detail ( 8 ) THY( 7 ) RY ( 13 ) THY ( 12 ) RY ( 25 ) THY ( 24 ) RY ( 19 ) THY ( 18 ) RY ( 25 ) THY ( 24 ) RY ( 8 ) THY ( 7 ) RY ( 13 ) THY ( 12 ) RY ( 8 )DYH( 1 ) MOK Steel Edging Co n c r e t e W a l k Hydroseed Hydroseed ( 21 ) CE Hydroseed 0 30 60 12015 north L2.1 2 L2.1 4 Building 1 Drive Concrete Walk Co n c r e t e W a l k Drive Drive 30" Texas Blend Gravel; (1-2" in size) StepoutSteel Edging ( 7 ) PL Steel Edging Boulder ( 1 ) SOT( 4 ) DYH ( 10 ) MFG ( 3 ) MFG ( 2 ) AGA( 3 ) PL ( 3 ) MFG Steel Edging ( 1 ) RY( 3 ) DYH ( 5 ) WSG Boulder( 5 ) RY Steel Edging ( 7 ) MFG( 2 ) MOK Boulder ( 5 ) DYH TTexas Blend Gravel;(1-2" in size) Steel Edging ( 6 ) DYH( 6 ) RY ( 1 ) CE Mulch As SpecifiedIn Planting Beds Building 1 Drive Concrete Walk Co n c r e t e W a l k Drive Mulch As SpecifiedIn Planting Beds 30" Texas Blend Gravel;(1-2" in size)Stepout Steel Edging( 7 ) PL Steel Edging Boulder( 7 ) DYH ( 7 ) MFG ( 5 ) MFG ( 2 ) AGA Boulders( 7 ) PL ( 5 ) MFGSteel Edging ( 5 ) WSG ( 6 ) RYSteel Edging Steel Edging ( 6 ) MFG( 3 ) DYH Boulder ( 3 ) DYH( 2 ) CE Texas Blend Gravel;(1-2" in size)( 6 ) DYH ( 4 ) RY( 1 ) MOK 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"2 north L2.1 3 L2.1 3 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"4 north01020405 Landscape Enlargement SCALE 1" = 10'-0"3 north Building 1 Drive Concrete Walk Mulch AsSpecified In Planting Beds ( 6 ) DYH( 1 ) MOK ( 4 ) RY( 5 ) PL ( 6 ) DYH( 1 ) MOK ( 4 ) RY( 5 ) PL L2.1 5 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"5 north V aria ble W idth Mulch As Specified In Planting Beds Steel Edging Boulders( 7 ) PL ( 1 ) SPPTexas Blend Gravel; (1-2" in size) Boulder ( 3 ) RY( 14 ) DYH ( 1 ) ROK( 4 ) MFG ( 3 ) MBP Steel EdgingBoulders ( 5 ) WSG ( 5 ) MFGSteel Edging Steel Edging( 5 ) WSG( 1 ) SPP BoulderHydroseed L2.2 1 Steel Edging Boulder Texas Blend Gravel;(1-2" in size) Steel EdgingLimestone Gravel; (3-5" in size) Steel EdgingTexas Blend Gravel; (1-2" in size) Boulder Limestone Gravel;(3-5" in size) Steel EdgingBoulder ( 1 ) ROK ( 5 ) DYHTexas Blend Gravel; (1-2" in size) 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"6 north L2.1 6 Required Buffer Required: (1) Tree per 100'-0"; (8) Trees for 785'-0" Proposed: (8) New Trees Required FM 3009 Buffer Required: (1) Tree per 20'-0"; (38) Trees for 758'-3" Proposed: (38) New TreesNo Significant Trees On Site All Green Space and Landscaping Is Being Maintained By An Automatic Underground Watering System; Adjustments To Be Made For Complete Coverage. Required Buffer Required: (1) Tree per 20'-0"; (38) Trees for 760'-0" Proposed: (38) New Trees City Of Schertz Digital Approval 50'-0" Gas Pipeline Easement ( 2 ) MOK BouldersLimestone Gravel; (3-5" in size)Steel Edging ( 11 ) GCS Steel EdgingBoulderTexas Blend Gravel; (1-2" in size)( 1 ) MOK ( 7 ) LMG Boulders( 6 ) RY Steel Edging Mulch As SpecifiedIn Planting Beds WHHT Developement Subdivision Phase 1 - Lot 5, Block 1 18027 & 18039 Sunrise Way, Schertz,Texas 78154 drawn by: cms date: june 24, 2026 checked by: cms landscape architecture / master planning / creative spaces Issue / Revision The designs, concepts, plans, notes, and specifications shown are the sole property of C2 Landgroup, Inc. and may not be used, or reproduced without written permission. June 24, 2026 a landscape plan for the 100% Submittal 04.27.26 317 lexington suite 1 san antonio, texas 78215 210.269.5454 tel www.c2landgroup.com ASI #1 05.18.26 Site Plan Submittal 06.24.26 L2.2 landscape plan north 0 10 20 405 Landscape Enlargement SCALE 1" = 10'-0"1 Hydroseed Sod Steel Edging Limestone Gravel; (3-5" in size) Steel Edging Texas Blend Gravel;(1-2" in size) Boulder( 1 ) SPP ( 7 ) MFG ( 5 ) RY( 9 ) PL ( 7 ) MFGSteel EdgingLimestone Gravel; (3-5" in size) Sod Steel Edging BoulderTexas Blend Gravel; (1-2" in size) Steel Edging Steel Edging( 5 ) WSG( 1 ) SPP ( 8 ) MFGSteel Edging Boulder( 4 ) RY ( 3 ) MBS BouldersBoulder ( 4 ) MBP( 12 ) DYH ( 12 ) PL( 6 ) WSG ( 5 ) MBS Boulder Boulders( 9 ) WSG ( 3 ) RY ( 8 ) MFG ( 15 ) GCS ( 8 ) DYH( 3 ) RY ( 9 ) PL( 12 ) RY ( 7 ) MFG Boulders ( 15 ) WSG( 7 ) DYH ( 8 ) PL ( 4 ) MBP City Of Schertz Digital Approval No Significant Trees On Site All Green Space and Landscaping Is Being Maintained By An Automatic Underground Watering System; Adjustments To Be Made For Complete Coverage. FINISH FLOOR 100'-0" 1 2 3 4 5 6 7 8 9 10 1211 MTL-01 GL-01 TC-01 ACM METAL PANEL CANOPY CANOPY ELEMENTROOF LINE 2'- 0 " MTL-02 T.O.PANEL 139'-6" 13 ' - 4 " 2 6 ' - 2 " 13 ' - 0 " 2'- 0 " 13 ' - 4 " 2 6 ' - 2 " 13 ' - 0 " 17 ' - 6 " 22 ' - 0 " 17 ' - 6 " 2 2 ' - 0 " 39 ' - 6 " TC-01 TC-03 MTL-02 GL-01 AL-01 97'-0"97'-0" FINISH FLOOR 100'-0" A B C D 2'- 0 " TC-02 TC-01 ACM METAL PANEL CANOPY ACM CANOPY ELEMENTROOF LINE SCREEN WALL TC-01 MTL-02 MTL-01 GL-01 T.O.PANEL 139'-6" 1'- 0 " 26 ' - 2 " 13 ' - 4 " 13 ' - 0 " 65'-2" 29'-1" FINISH FLOOR 100'-0" 123456789101211 T.O. PANEL 136'-6" TC-02TC-01GL-01 CLERESTORY WINDOWS GUTTER AND DOWNSPOUT 4'- 8 1 / 2 " 2'- 6 " 2'- 6 " 2'- 6 " 2'- 6 " 4'- 8 1 / 2 " 32'-3 5/8"12'-11"12'-11"12'-11"12'-11" 35'-5 1/4" FINISH FLOOR 100'-0" ABCD 2'- 0 " 1'- 0 " T.O. PANEL 136'-6" MTL-01 TC-01 TC-02 ACM METAL PANEL CANOPY ACM CANOPY ELEMENT SCREEN WALL 13 ' - 4 " 2 6 ' - 2 " 39 ' - 6 " MTL-02 TC-01 TC-02 65'-2" 29'-1" 569'-0" 4'- 6 " 10'-5" 2'- 0 " 8 3/4"558'-6 1/2"8 3/4" 560'-0" 4'- 6 " 10'-5" 2'- 0 " S U N R I S E W A Y FM 3009 569'-0" 1 0 '-5 " 2'-0" 4'-6" SOUTH ELEVATION E A S T E L E V A T I O N W E S T E L E V A T I O N NORTH ELEVATION © COPYRIGHT 2026 -ALLIANCE ARCHITECTS 1600 N. Collins Blvd., Suite 1000 Richardson, Texas 75080 Ph: (972) 233-0400 PROJECT NO.: PRELIMINARY CHAD D. MICHEL REG. #TX 20709 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION A5-01 2025209 EXTERIOR BUILDING ELEVATIONS 18 0 2 7 S U N R I S E W A Y S C H E R T Z , T X 7 8 1 5 4 06/12/2026 Scale:1" = 20'-0"1 SOUTH ELEVATION Scale:1" = 20'-0"2 WEST ELEVATION Scale:1" = 20'-0"3 NORTH ELEVATION Scale:1" = 20'-0"4 EAST ELEVATION MATERIAL SCHEDULE COLOR DESCRIPTION AL-01 KAWNEER - CLEAR ANODIZED ANODIZED ALUMINUM STOREFRONT GL-01 VITRO - SOLEXIA GLASS TINTED GLAZING MTL-01 ALUCOBOND - WEST PEWTER MICA II ACM METAL PANEL MTL-02 ALUCOBOND - ANODIC CLEAR MICA ACM METAL PANEL TC-01 SW 7014 EIDER WHITE TEXTURE COATED CONCRETE TC-02 SW 7016 MINDFUL GRAY TEXTURE COATED CONCRETE TC-03 SW 7015 REPOSE GRAY TEXTURE COATED CONCRETE TC-04 SW 7018 DOVETAIL TEXTURE COATED CONCRETE HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 569'-0" 20% OF THE TOTAL LENGTH = 113'-9 2/3" REQ'D MIN. HORZ. ART. = 113'-9 2/3" HOR. ART. LENGTH PROVIDED = 55'+100'+100'+55'=310' VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 569'-0" 20% OF THE TOTAL LENGTH = 113'-9 2/3" REQ'D MIN. VERT. ART. =113'-9 2/3" VERT. ART. LENGTH PROVIDED = 97'+97'=194' HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 560'-0" 20% OF THE TOTAL LENGTH = 112'-0"" REQ'D MIN. HORZ. ART. = NONE HOR. ART. LENGTH PROVIDED = 0' VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 560'-0" 20% OF THE TOTAL LENGTH = 112'-0" REQ'D MIN. VERT. ART. =112'-0" VERT. ART. LENGTH PROVIDED = 12'-11"+ 12'-11" + 12'-11" + 12'-11" + 32'-3" + 35'-5" = 119'-4" HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 182'-0" 20% OF THE TOTAL LENGTH = 36'-4 7/8" REQ'D MIN. HORZ. ART. = 36'-4 7/8" HOR. ART. LENGTH PROVIDED = 27'-1"+10'-5"= 37'-6" VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 182'-0" 20% OF THE TOTAL LENGTH = 36'-4 7/8" REQ'D MIN. VERT. ART. = 36'-4 7/8" VERT. ART. LENGTH PROVIDED = 65'-2 1/2" DRAWING RECORD Date Description 02/11/26 SITE PLAN SUBMITTAL 03/20/26 SITE PLAN RESUBMITTAL 04/24/26 SITE PLAN RESUBMITTAL 05/04/26 SITE PLAN RESUBMITTAL BU I L D I N G 1 Scale:N.T.S.9 BIRDSEYE VIEW 0 40'20' Graphic Scale: 1 inch = 20 feet 6 5'-2 " 2'-0 " 94'-0" 94'-0" 2'-0" 2'-0" 6 5'-2 " 2'-0 " 2'-6" 12'-11" 2'-6" 12'-11" 2'-6" 12'-11" 2'-6" 12'-11" 2'-6"35'-5" 32'-3" 560'-0" 1 8 2'-0 " HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 182'-0" 20% OF THE TOTAL LENGTH = 36'-4 7/8" REQ'D MIN. HORZ. ART. = NONE HOR. ART. LENGTH PROVIDED = 27'-1"+10'-5"= 37'-6" VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 182'-0" 20% OF THE TOTAL LENGTH = 36'-4 7/8" REQ'D MIN. VERT. ART. = NONE VERT. ART. LENGTH PROVIDED = 65'-2 1/2" 08/19/2026 1:03:54 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 09/08/2026 10:29:29 AM Ap Approved By: Daisy Marquez, Planner Planning & Community Development FINISH FLOOR 100'-0" 12345678910 11 26 ' - 2 " 1 3 ' - 4 " 13 ' - 0 " 2'- 0 " 83'-0"2'- 0 "97'-0" 26 ' - 2 " 1 3 ' - 4 " 13 ' - 0 " 17 ' - 6 " 22 ' - 0 " 19 ' - 6 " TC-01 MTL-02 GL-01 AL-01 MTL-01TC-01 ACM METAL PANEL CANOPY ACM CANOPY ELEMENT ROOF LINE T.O.PANEL 139'-6" FINISH FLOOR 100'-0" E C B AD 13 ' - 4 " 2 6 ' - 2 " 13 ' - 0 " 2'- 0 " 1'- 0 " 65'-2" 29'-1" ACM CANOPY ELEMENT ROOF LINE SCREEN WALL TC-01 TC-02 MTL-01 AL-01 MTL-02 T.O.PANEL 139'-6" FINISH FLOOR 100'-0" 1 2 3 4 5 6 7 8 9 10 11 24'-2 3/8"13'-6"13'-6"13'-6"13'-6"38'-2 3/8" 2'- 4 " 2'- 4 " 2'- 4 " 2'- 4 " 2'- 4 " 2'- 4 " TC-02TC-02GL-01 CLERESTORY WINDOWS GUTTER AND DOWNSPOUT T.O.PANEL 136'-6" FINISH FLOOR 100'-0" ECBAD 2'- 0 " 1'- 0 " 13 ' - 4 " 2 6 ' - 2 " 13 ' - 0 " 11 ' - 0 " 65'-2" TC-02TC-01MTL-02 MTL-01 GL-01 AL-01 ACM CANOPY ELEMENT ROOF LINE SCREEN WALL T.O.PANEL 136'-6" 4'- 6 " 11'-6"2'- 0 " 539'-0" 531'-5 1/2" 11'-6"4 '-6 " 5 3 9 '-0 " SUNRISE W AY EAST ELEVATION WEST ELEVATION S O U T H E L E V A T I O N N O R T H E L E V A T I O N 2 '-0 " 11'-6" BU I L D I N G 2 Scale:1" = 20'-0"1 NORTH ELEVATION Scale:1" = 20'-0"2 EAST ELEVATION Scale:1" = 20'-0"3 SOUTH ELEVATION Scale:1" = 20'-0"4 WEST ELEVATION HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 539'-0" 20% OF THE TOTAL LENGTH = 107'-9 2/3" REQ'D MIN. HORZ. ART. = NONE HOR. ART. LENGTH PROVIDED = 55'+55'+100'+86'=296' VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 539'-0" 20% OF THE TOTAL LENGTH = 107'-9 2/3" REQ'D MIN. VERT. ART. = 107'-9 2/3" VERT. ART. LENGTH PROVIDED = 97'+83'=180' HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 192'-0" 20% OF THE TOTAL LENGTH = 38'-4 7/8" REQ'D MIN. HORZ. ART. = 38'-4 7/8" HOR. ART. LENGTH PROVIDED = 27'-1"+11'-6"= 38'-7" VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 192'-0" 20% OF THE TOTAL LENGTH = 38'-4 7/8" REQ'D MIN. VERT. ART. = 38'-4 7/8" VERT. ART. LENGTH PROVIDED = 65'-2" HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 531'-5 1/2" 20% OF THE TOTAL LENGTH = 106'-4" REQ'D MIN. HORZ. ART. = NONE HOR. ART. LENGTH PROVIDED = 0' VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 531'-5 1/2" 20% OF THE TOTAL LENGTH = 106'-4" REQ'D MIN. VERT. ART. =106'-4" VERT. ART. LENGTH PROVIDED = 13'-6"+ 13'-6" + 13'-6 + 13-6 + 38-2" + 24-2" = 110-4" MATERIAL SCHEDULE COLOR DESCRIPTION AL-01 KAWNEER - CLEAR ANODIZED ANODIZED ALUMINUM STOREFRONT GL-01 VITRO - SOLEXIA GLASS TINTED GLAZING MTL-01 ALUCOBOND - WEST PEWTER MICA II ACM METAL PANEL MTL-02 ALUCOBOND - ANODIC CLEAR MICA ACM METAL PANEL TC-01 SW 7014 EIDER WHITE TEXTURE COATED CONCRETE TC-02 SW 7016 MINDFUL GRAY TEXTURE COATED CONCRETE TC-03 SW 7015 REPOSE GRAY TEXTURE COATED CONCRETE TC-04 SW 7018 DOVETAIL TEXTURE COATED CONCRETE Scale:N.T.S.9 BIRDSEYE VIEW 65'-2" 2'-0" 9 4 '-0 " 8 3 '-0" 2'-0 " 2'-0 " 65'-2" 2'-0"192'-0" 2'-4 " 2 '-4" 2 '-4 " 2 '-4" 2'-4 " 2'-4 " 3 8'-2 " 2 4 '-2" 1 3'-6 " 1 3'-6 " 1 3 '-6 " 1 3 '-6 " 1 3 1'-6 " 0 40'20' Graphic Scale: 1 inch = 20 feet HORIZONTAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 192'-0" 20% OF THE TOTAL LENGTH = 38'-4 7/8" REQ'D MIN. HORZ. ART. = NONE HOR. ART. LENGTH PROVIDED = 27'-1"+11'-6"= 38'-7" VERTICAL ARTICULATIONS TOTAL LENGTH OF ENTIRE WALL = 192'-0" 20% OF THE TOTAL LENGTH = 38'-4 7/8" REQ'D MIN. VERT. ART. = NONE VERT. ART. LENGTH PROVIDED = 65'-2" © COPYRIGHT 2026 -ALLIANCE ARCHITECTS 1600 N. Collins Blvd., Suite 1000 Richardson, Texas 75080 Ph: (972) 233-0400 PROJECT NO.: PRELIMINARY CHAD D. MICHEL REG. #TX 20709 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION A5-02 2025209 EXTERIOR BUILDING ELEVATIONS 18 0 3 9 S U N R I S E W A Y S C H E R T Z , T X 7 8 1 5 4 06/12/2026 DRAWING RECORD Date Description 02/11/26 SITE PLAN SUBMITTAL 03/20/26 SITE PLAN RESUBMITTAL 04/24/26 SITE PLAN RESUBMITTAL 05/04/26 SITE PLAN RESUBMITTAL 08/19/2026 1:03:58 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 09/08/2026 10:29:38 AM Ap Approved By: Daisy Marquez, Planner Planning & Community Development