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PLSPR20260034- Lot 3 Block 1 Cal Stone Subdivision- approved setME N ' S R R WO M E N ' S R R SPR ELEC STAIR A STAIR B 10,006 SF/FLOOR (2 STORIES) 20,012 SF GREEN VALLEY ROAD (R.O.W. VARIES) RO Y R I C H A R D D R I V E ( F . M . 3 0 0 9 ) (1 2 0 ' R . O . W . ) ASHLEY OAK DRIVE (60' R.O.W.) BM #1 S59° 48' 35"W 129.16' N67° 39' 53"W 57.67' S59° 24' 00"W 261.98' N2 9 ° 0 9 ' 5 1 " W 1 5 0 . 4 7 ' N59° 20' 09"E 427.37' S2 9 ° 0 4 ' 5 8 " E 1 9 7 . 9 1 ' N59° 20' 09"E 170.06' N2 9 ° 1 1 ' 0 1 " W 2 4 4 . 9 5 ' S2 9 ° 1 0 ' 5 7 " E 2 4 4 . 7 4 ' S59° 16' 00"W 170.06' S28° 47' 33"E 29.99' SINGLE-STORY STONE OFFICE RO Y R I C H A R D D R I V E ( F . M . 3 0 0 9 ) (1 2 0 ' R . O . W . ) 1 1 1 1 10 1 2 2 2 2 2 2 2 2 2 2 2 2 2 16 2 2 3 4 5 5 9 5 5 8 6 8 6 9 2 1 2 10 8 25' 25' 10 51 ' 48 ' 5 5 9 6 6 6 12 1 7 17 26 7 7 8 7 7 7 9 7 4 4 4 4 4 4 4 9 25 ' 3 6 ' 36 ' 9' (TYP.) 18 ' ( T Y P . ) 18 ' ( T Y P . ) 9' (TYP.) 9' (TYP.) 18 ' ( T Y P . ) 9' (TYP.) 18 ' ( T Y P . ) 9' (T Y P . ) 18' (TYP.) 9' (T Y P . ) 25' 18' (TYP.) 25 ' 18 ' ( T Y P . ) 25 ' 25 ' 18' (TYP.) 25' 9' (T Y P . ) 25 ' 11 25' 22' 24' 25' R61' R25'R25' R 2 5 ' R25' R 2 8 ' R28 ' R50 ' R25 ' R28 ' R50 ' R25' R 2 5 ' R 5 2 ' R 2 8 ' R28' R 5 2 ' 2 13 13 13 14 9 15 15 15 12 16 2 OVERALL SITE PLAN-LOT 3 C2.2 SITE DATA SUMMARY TABLE CAL STONE SUBDIVISION LOT 3, BLOCK 1 PROPOSED USE MEDICAL OFFICE GROSS FLOOR AREA (S.F.)20,012 BUILDING SQUARE FOOTAGE BY USE: MEDICAL OFFICE (S.F.)20,012 ZONING DISTRICT NEIGHBORHOOD SERVICES DISTRICT (NS) LOT AREA 1.63 AC./71,003 S.F. BUILDING AREA (S.F.)10,006 FLOOR AREA RATIO 10,006 S.F. / 71,003 S.F. = 0.14 BUILDING HEIGHT (TBD) FT. / 2 STORIES PARKING STORAGE STANDARDS MINIMUM PARKING RATIO (MEDICAL OFFICE)1 PER 200 S.F. G.F.A. MINIMUM REQUIRED PARKING (TOTAL)101 MAXIMUM ALLOWED COMPACT SPACES (10%)10 REQUIRED HANDICAP PARKING (INCL. VAN)5 REQUIRED VAN ACCESSIBLE PARKING 1 TOTAL PARKING PROVIDED PARKING PROVIDED (LOT 2)*20 PARKING PROVIDED (LOT 3)85 TOTAL PARKING PROVIDED*105 *VIA PROPOSED SHARED PARKING AGREEMENT WITH CAL STONE SUBDIVISION LOT 2, BLOCK 1 HANDICAP PARKING PROVIDED HANDICAP PARKING (INCL. VAN)5 VAN ACCESSIBLE PARKING 1 THIS DOCUMENT IS RELEASED BY AUTHORITY OF DENIS AVENDANO, P.E. #137588 FOR INTERIM REVIEW ONLY AND NOT TO BE USED FOR CONSTRUCTION. LEGAL DESCRIPTION LOT 1, BLOCK 1, (0.995 ACRES) OF HDS-SCHERTZ SUBDIVISION, UNIT 1, IN THE CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOL. 6 PG. 50, PLAT RECORDS OF GUADALUPE COUNTY, TEXAS. LOT 2, BLOCK 1, (3.443 ACRES) OF CAL STONE SUBDIVISION, AN ADDITION TO CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOL. 5 PG. 164B, PLAT RECORDS OF GUADALUPE COUNTY, TEXAS. LOT 3, BLOCK 1, (1.635 ACRES) OF CAL STONE SUBDIVISION, AN ADDITION TO CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOL. 9 PG. 385, PLAT RECORDS OF GUADALUPE COUNTY, TEXAS. BENCHMARKS BM #1: CHISELED SQUARE ON CONCRETE, ±63 L.F. ALONG FM 3009 FROM THE NORTHEAST CORNER OF LOT 3 , AT ELEVATION = 774.89' X = 2201523.455 Y = 13763628.34 BM #2: CHISELED SQUARE ON CONCRETE, ±415 L.F. ALONG FM 3009 FROM THE NORTHEAST CORNER OF LOT 3 , AT ELEVATION = 768.82' X =2201340.893 Y = 13763936.45 COORDINATION NOTE: 1.CONTACT SPECTRUM (210-352-4472) TO COORDINATE CABLE TV & INTERNET SERVICE. 2.CONTACT GVEC (210-658-7033) OR CPS (210-353-2222) TO COORDINATE ELECTRICAL SERVICE, CONFIRM CONDUIT SIZE REQUIREMENTS FOR PRIMARY AND SECONDARY ELECTRICAL SERVICES, AND COORDINATE INSPECTIONS. 3.CONTACT AT&T (1-800-321-2000) TO COORDINATE TELEPHONE SERVICE. 4.CONTACT CENTERPOINT ENERGY (1-800-427-7142) OR CPS (210-353-2222) TO PLAN GAS SERVICES. 5.CONTACT CITY OF SCHERTZ PUBLIC WORKS DEPARTMENT (210-619-1800) TO PLAN SANITARY SEWER AND WATER SERVICES. 6.CONTACT 1-800-DIG-TESS (344-8377) A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CAUTION!!: THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR PRIVATE UTILITIES INCLUDING BUT NOT LIMITED TO: WATER, SEWER, TELEPHONE AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC, PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE COMMUNICATED TO THE ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR SHALL BE AT CONTRACTOR'S SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT. TRENCH EXCAVATION SAFETY PROTECTION NOTE: CONTRACTOR AND/ OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. CONTRACTOR TO RUN LEVEL LOOP THROUGH BM'S PROVIDED TO CONFIRM BEFORE CONSTRUCTION. CONTACT ENGINEER/SURVEYOR IMMEDIATELY IF ELEVATIONS DO NOT MATCH THOSE SHOWN. * Engineering & Design Architecture, Landscape Architecture,Surveying, CT P.C.Engineering& Design, Engineering& Design Architecture, Landscape Architecture,Surveying, CT P.C.Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. RE V DA T E DR A W N B Y DE S C R I P T I O N SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM OA9060204 \D e s i g n \ C i v i l \ O A 9 0 6 0 2 0 4 . d w g \ C 2 . 2 O V E R A L L S I T E P L A N - L O T 3 B y : M A L A C H I . F L O R E S R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGHDEPARTMENT OF CITY PLANNINGAPPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMANATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING KELLUM MEDICAL PHASE 4 KELLUM REAL ESTATE, LLC CITY OF SCHERTZ GUADALUPE COUNTY TEXAS AS SHOWN AUGUST 2025 MF DA 906-02-04 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH NEW BRAUNFELS (KFW) 640 North Walnut Ave, Suite 1101 New Braunfels, TX 78130 830.220.6042 COLLIERS ENGINEERING & DESIGN, INC. TBPE Firm#: F-14909 TBPLS Firm#: 10194550 Formerly Known as EXISTING EASEMENT KEYNOTES: 16' SANITARY SEWER EASEMENT VOL. 1600, PG. 847 AND VOL. 1601, PG. 24 O.P.R. 50' BUILDING SETBACK LINE VOL. 6, PG. 50 O.P.R. 25' BUILDING SETBACK LINE VOL. 6, PG. 50 O.P.R. 20' GVEC EASEMENT VOL. 6, PG. 50 O.P.R. 15' ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION EASEMENT VOL. 9, PG. 385 O.P.R. 5' ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION EASEMENT VOL. 5, PG. 164B O.P.R. DRAINAGE EASEMENT VOL.5, PG. 164B O.P.R. 30' ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION EASEMENT VOL. 9, PG. 385 O.P.R. 6' PEDESTRIAN EASEMENT VOL.9, PG. 385 O.P.R. 16' SANITARY SEWER EASEMENT VOL. 9, PG. 385 O.P.R. 1' VEHICULAR NON-ACCESS EASEMENT VOL. 9, PG. 385 O.P.R. (TO BE ABANDONED BY SEPARATE INSTRUMENT) 12' ELECTRICAL EASEMENT VOL. 776, PG. 1087 O.P.R. 25' BUILDING SETBACK LINE (PER ZONING) 16' WATER EASEMENT VOL. 9, PG. 385 O.P.R. 25' ACCESS EASEMENT VOL. 10, PG. 165 O.P.R. R O Y R I C H A R D D R I V E ASHL E Y O A K D R I V E ARRO Y O V E R D E SAV A N N A H D R BERR Y C R E E K D R SITE LOCATION MAP N.T.S. GREE N V A L L E Y R O A D SITE BENCHMARK LOCATIONS N.T.S. GREEN VALLE Y R O A D SAV A N N A H D R ASHLE Y O A K D R I V E R O Y R I C H A R D D R I V E BM #2 BM #1 3401 ROY RICHARD DR. (F.M. 3009) HDS-SCHERTZ SUBDIVISION UNIT 1 LOT 1, BLOCK 1 3517 ROY RICHARD DR. (F.M. 3009) CAL STONE SUBDIVISION LOT 2, BLOCK 1 3581 ROY RICHARD DR. (F.M. 3009) CAL STONE SUBDIVISION LOT 3, BLOCK 1 14' ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION EASEMENT VOL. 5, PG. 164B O.P.R. PROPOSED EASEMENT KEYNOTES: VARIABLE WIDTH ACCESS EASEMENT 20' SANITARY SEWER EASEMENT VARIABLE WIDTH ACCESS EASEMENT 15' WATER EASEMENT 6" STANDARD CURB (REFERENCE CIVIL DETAILS) SIDEWALK (REFERENCE CIVIL DETAILS) 6 CONCRETE WHEEL STOP (REFERENCE CIVIL DETAILS) TYPICAL PARKING SPACES (9'x18') (REFERENCE CIVIL DETAILS)1 2 TRAFFIC ARROW (REFERENCE CIVIL DETAILS)4 5 8 HANDICAP SIGN/SYMBOL (REFERENCE CIVIL DETAILS) 9 SIDEWALK RAMP (REFERENCE CIVIL DETAILS) 7 3 SAWTOOTH CURB (REFERENCE CIVIL DETAILS) 10 IMPERVIOUS COVER CALCULATIONS CAL STONE SUBDIVISION LOT 3, BLOCK 1 PRE-CONSTRUCTION SITE AREA =1.63 ACRES OVERALL EXISTING IMPERVIOUS COVER =1,723 SQ FT EXISTING IMPERVIOUS COVER TO BE REMOVED =1,723 SQ FT EXISTING IMPERVIOUS COVER TO REMAIN =0 SQ FT POST-CONSTRUCTION PROPOSED ADDITIONAL IMPERVIOUS COVER =54,663 SQ FT TOTAL IMPERVIOUS COVER (IC TO REMAIN + PROPOSED) =54,663 SQ FT TOTAL IMPERVIOUS COVER (IC TO REMAIN + PROPOSED) =1.26 ACRES TOTAL IMPERVIOUS PERCENTAGE =77.30% CROSS HATCH STRIPING (REFERENCE CIVIL DETAILS) DEVELOPER INFORMATION: KELLUM REAL ESTATE, LLC 801 N. ST. MARY'S STREET SAN ANTONIO, TEXAS 78205 PHONE: (210) 317-9024 F.M. 3009 IMPROVEMENTS UNDER SEPARATE COVER PROPERTY LINE EXISTING CURB SITE BENCHMARK SEE DESCRIPTION THIS SHEET LEGEND EXISTING CONCRETE ADJACENT PROPERTY LINE PROPOSED STANDARD CURB PROPOSED RIBBON CURB PROPOSED CONCRETE PARKING STALL COUNT 3 PROPOSED SAWTOOTH CURB EXISTING FIRE HYDRANT PROPOSED FIRE LANE PROPOSED LANDSCAPE AREA (REFERENCE LANDSCAPE PLANS) EXISTING BUILDING TO REMAIN PROPOSED ASPHALT PAVEMENT (REFERENCE PAVING PLAN) 5' LANDSCAPE BUFFER PROPOSED LIMITS OF CONSTRUCTION PROPOSED CONCRETE PAVEMENT (REFERENCE PAVING PLAN) 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE N S E W NOR T H EXISTING DRIVEWAY TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED RIBBON CURB (REFERENCE CIVIL DETAILS) LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER5' LANDSCAPE BUFFER PROPOSED TRAFFIC ARROW EX. FIRE HYDRANT REFERENCE SHEET C2.1 FOR CAL STONE SUBDIVISION LOT 2, BLOCK 1 SITE PLAN DETAILS REFERENCE SHEET C2.0 FOR HDS-SCHERTZ SUBDIVISION UNIT 1 LOT 1, BLOCK 1 SITE PLAN DETAILS GREEN VALLEY ROAD (R.O.W. VARIES) SITE PLAN KEYNOTES: FI R E L A N E (E X I S T I N G ) FIRE LA N E FI R E L A N E LANDSCAPE NOTE: ALL REQUIRED LANDSCAPING WILL BE IRRIGATED BY A PERMANENT UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. FLOODPLAIN NOTE: ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO. 48187C0210F, EFFECTIVE DATE 11/2/2007, THE PROJECT SITE IS LOCATED IN FLOOD ZONE X AND IS NOT LOCATED IN THE 100-YEAR FLOODPLAIN. EXISTING DRIVEWAY TO REMAIN 37 5 ' FIRE LANE 12'Lx12'Wx8'H MASONRY ENCLOSURE W/ SOLID METAL GATES 11 DUMPSTER ENCLOSURE (REFERENCE ARCHITECTURAL) 20' LANDSCAPE BUFFER 20' LANDSCAPE BUFFER PROPOSED FIRE HYDRANT PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROP. FIRE HYDRANT FDC FI R E L A N E FI R E L A N E 12 2' CURB TRANSITION (REFERENCE CIVIL DETAILS) 13 DETECTABLE WARNING SURFACE (REFERENCE CIVIL DETAILS) 14 HANDRAIL (REFERENCE CIVIL DETAILS) 15 RETAINING WALL (DESIGNED BY OTHERS) (REFERENCE GRADING PLAN) 16 EXTENDED CURB (REFERENCE CIVIL DETAILS) 02/02/2026 12:06:26 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 02/11/2026 4:39:34 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development Kellum Medical Phase 4 Ca l S t o n e S u b d i v i s i o n L o t 3 , B l o c k 1 35 8 1 R o y R i c h a r d s F M 3 0 0 9 , S c h e r t z , T e x a s 7 8 1 5 4 drawn by: cms date: september 18, 2025 checked by: cms landscape architecture / master planning / creative spaces Issue / Revision Site Submittal 09.18.25 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. September 18, 2025 a landscape plan for the 317 lexington suite 1 san antonio, texas 78215 210.269.5454 tel www.c2landgroup.com L1.0 landscape planLandscape Plan SCALE 1" = 20'-0"1 0 20 40 8010 Required FM 3009 Buffer Required: (1) Tree per 20'-0"; (8) Trees for 150.74' Proposed: (8) New Trees north City Of Schertz Digital Approval VAN SS SSSSSS FDC LAND USE:SINGLE FAMILY RESIDENTIALZONING:NEIGHBORHOOD SERVICES (NS)SUBDIVISION NAME:CAL STONE, BLOCK 1, LOT 3OWNER NAME:KELLUM REAL ESTATE LLCPROPERTY ID#:180273MAILING ADDRESS:1835 CENTURY OAK TRAILSAN ANTONIO, TX 78232RECORDING INFORMATION:VOL. 9, PG. 385, M.P.R., DOC#2016026285 O.P.R. LAND USE:SINGLE FAMILY RESIDENTIAL ZONING:(R-1) SUBDIVISION NAME:CAL STONE, BLOCK 1, LOT 2 OWNER NAME:KELLUM REAL ESTATE LLC PROPERTY ID#:42797 MAILING A DDRESS:3401 FM 3009 SCHERTZ, TX 78154 RECORDING INFORMATION:DOC# 202099029718 O.P.R, VOL. 5, PG. 164B M.P.R. BM #1 F.I.R. F.I.R. "DYE" F.I.R. F.I.R. S.I.R. F.I.R. F.I.R. S 6 7 ° 3 3'4 2 " E - 5 7.6 7' N59°22'29"E - 261.88' N 59°50'10" E - 129.16' S59°20'41"W - 426.99' N29°03'32"W - 198.13' S29°03'38"E - 150.74' 15'- 0" Gas, Ele c., Tel. , CAT V Easement 12'- 0" Ele ctric al Easement 1'- 0" Vehic al Non Access Easement 16'- 0" Water Easement 50'- 0" Bu il d in g Se tback 16'- 0" Sanit ary Sewer Easement 25'-0" Building Setback 5'-0" Utility Easement 5'-0" Utility Easement 25'-0" Building Setback 5'-0" Utility Easement 15' - 0" Utili ty Ea s em en t 25 '- 0" Bu il di n g Set ba ck 5'- 0" Utilit y Ea s em en t 5'-0" Utility Easement Bu i l d i n g S e t b a c k 5'- 0" La nd scap e Bu ffer 5'-0" Landscape Buffer 5'-0" Landscape Buffer 5'-0" Landscape Buffer 5'-0" Landscape Buffer Concrete Walk Concrete Walk FM 3 0 0 9 Parking Parking Concrete Walk 3274 3273 32713272 3275 3270 Sod Sod Sod Sod Texas Blend Gravel; (2-4" in size)Steel Edging 30" Decomposed Granite Stepout( 1 ) MOK ( 8 ) DYH( 2 ) ROK Decomposed Granite ( 8 ) DYH ( 2 ) ROKDecomposed Granite Texas Blend Gravel; (2-4" in size) ( 1 ) MOK( 4 ) DYH Decomposed Granite ( 4 ) DYH ( 1 ) MOKSteel Edging Texas Blend Gravel;(2-4" in size) ( 1 ) MOK ( 4 ) GCS30" Decomposed Granite Stepout ( 1 ) MOK( 4 ) DYH Decomposed GraniteSteel Edging Texas Blend Gravel; (2-4" in size) ( 2 ) CEStreet Tree ( 6 ) CEStreet Tree Steel Edging( 6 ) DYH ( 1 ) MOK SodSod Steel Edging( 5 ) LMG ( 3 ) STY Steel Edging Steel Edging ( 3 ) STY( 5 ) LMG Steel Edging ( 5 ) PL ( 3 ) THY( 7 ) PL ( 3 ) THY ( 7 ) PL( 13 ) GCS ( 3 ) THY( 7 ) PL ( 4 ) GCS Hydroseed Hydroseed Stl. Edging ( 1 ) ROK ( 7 ) DYH30" Decomposed Granite Stepout Stl. Edging 30" DecomposedGranite Stepout ( 5 ) DYH( 1 ) ROK Hydroseed ( 1 ) ROKSteel Edging ( 7 ) DYH 30" DecomposedGranite Stepout ( 7 ) DYH Decomposed Granite( 1 ) MOK Steel Edging ( 1 ) MOK( 7 ) DYH 30" DecomposedGranite Stepout ( 4 ) DYH Hydroseed ( 3 ) THY Hy d r o s e e d Steel Edging 2'-0" Band ofTexas Blend Gravel; (1-2" in size)( 7 ) THY ( 1 ) AGA ( 7 ) THY ( 1 ) AGA( 7 ) THY ( 1 ) AGA( 6 ) THY Decomposed Granite ( 2 ) CE( 8 ) DYH Sod ( 7 ) DYH( 1 ) MOK DecomposedGranite 20'-0" Landscape Buffer Plant List - Lot 3 Key Qty.Common Name Botanical Name Size Height Spread Remarks AGA 3 Whale's Tongue Agave Agave ovatifolia 'Vanzie'24" Box 30" Ht.30" width Full and Symmetrical CE 8 Cedar Elm Ulmus crassifolia 3" Cal.10-12' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks CM 3 Crape Myrtle Lagerstroemia indica 30 Gal.6-7' Ht.6' width Full and Symmetrical 'Natchez White' DBH 18 Dwarf Burford Holly Ilex burfordii 5 Gal.18" Ht.18" width Full and Symmetrical; 36" o.c. DPP 2 Dwarf Palmetto Sabal minor 10 Gal.5-6' Ht.5' width Full and Symmetrical DYH 97 Dwarf Yaupon Holly Ilex vomitorea 5 Gal.18" Ht.18" width Full and Symmetrical; 24" o.c. GCS 17 Green Cloud Sage Leucophyllum frutescens 5 Gal.24" Ht 24" width Full and Symmetrical; 48" o.c. LMG 10 Linheimer's Muhly Grass Muhlenbergia lindheimeri 5 Gal.18" Ht.18" width Full and Symmetrical; 42" o.c. MFG 70 Mexican Feather Grass Stipa tennissima 1 Gal.12'' Ht.12" width Full and Symmetrical; 36" o.c. MOK 8 Monterrey Oak Quercus polymorpha 3" Cal.9-11' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks PL 26 Purple Lantana Lantana montevidensis 1 Gal.9-12" Ht.12" width Full and Symmetrical; 24" o.c. ROK 6 Shumard Red Oak Quercus shumardii 3" Cal.9-11' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks; Staked STY 6 Soft Tip Yucca Yucca recurvifolia 5 Gal.18" Ht.18" width Full and Symmetrical THY 39 Thyrallis Galphimia glauca 5 Gal.18" Ht 18" width Full and Symmetrical 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 All Green Space and Landscaping Is Being Maintained By An Automatic Underground Watering System; Adjustments To Be Made For Complete Coverage. Concrete WalkConcrete Walk Co n c r e t e W a l k 2'-0" Band Of Texas Blend Gravel; (1-2" in size)( 18 ) DBH ( 2 ) DPP( 18 ) DYH ( 3 ) CM( 70 ) MFG Building • Crape Myrtle Trees Are Not Being Used TowardsCity Requirements. Landscape Enlargement SCALE 1" = 10'-0"2 0 10 20 405 north L2.0 2 Site Vicinity Map Street Tree Calculations - Lot 3 (Elective Requirement) FM 3009 151 LF of Street Frontage 151 /20 LF = 8 Trees needed 0 Existing Trees provided 8 New Trees provided 8 Total Trees provided PLEASE PROVIDE A CERTIFIED ARBORIST FOR ALL PROPOSED TREE REMOVAL, PRUNING, TREE FENCING, AND ANY REMEDIATION  THAT MIGHT BE NEEDED DURING AND AFTER CONSTRUCTION.    Interior Parking Lot Landscaping - Lot 3 (Mandatory Requirement) Site Lot Area 1.64 ac Landscape Area Provided 14,309.00 sf Percentage Provided 20.03 % 9 Trees/Acre 15 ea Ex. Trees Provided 0 ea New Trees Provided 15 ea Total Trees Provided 15 ea Landscape Requirements & Tabulations 01/13/2026 2:53:23 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 02/11/2026 4:39:01 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development 01/12/2026 1:12:37 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development02/11/2026 4:39:21 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development