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HDS Schertz Approved Site Plan Documents10,006 SF/FLOOR (2 STORIES) 20,012 SF VA N 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' 6 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 2 2 4 R61' R25' R50 ' R28 ' 25' 18' (TYP.) 3 6 ' 36 ' 9' (T Y P . ) 51 ' 48 ' 2 5 3 8 3 2 4 8 2 2 R 2 5 ' R25' R2 5 ' R50 ' R28 ' 22' 24' R 2 8 ' R35' R25' R25 ' R 5 2 ' R 5 3 ' R28' 25 ' 25 ' 25' 25' R 2 8 ' OVERALL SITE PLAN-LOT 1 C2.0 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 © 2025. 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 . 0 O V E R A L L S I T E P L A N - L O T 1 B y : J F E R G U S O N 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 DEVELOPER INFORMATION: KELLUM REAL ESTATE, LLC 801 N. ST. MARY'S STREET SAN ANTONIO, TEXAS 78205 PHONE: (210) 317-9024 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. FI R E L A N E 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE N S E W NOR T H IMPERVIOUS COVER CALCULATIONS HDS-SCHERTZ SUBDIVISION UNIT 1, LOT 1, BLOCK 1 PRE-CONSTRUCTION SITE AREA =0.995 ACRES OVERALL EXISTING IMPERVIOUS COVER =25,740 SQ FT EXISTING IMPERVIOUS COVER TO BE REMOVED =1,572 SQ FT EXISTING IMPERVIOUS COVER TO REMAIN =24,168 SQ FT POST-CONSTRUCTION PROPOSED ADDITIONAL IMPERVIOUS COVER =2,620 SQ FT TOTAL IMPERVIOUS COVER (IC TO REMAIN + PROPOSED) =26,788 SQ FT TOTAL IMPERVIOUS COVER (IC TO REMAIN + PROPOSED) =0.62 ACRES TOTAL IMPERVIOUS PERCENTAGE =62.31% SITE DATA SUMMARY TABLE HDS-SCHERTZ SUBDIVISION UNIT 1, LOT 1, BLOCK 1 PROPOSED USE MEDICAL OFFICE (TO REMAIN) GROSS FLOOR AREA (S.F.)5,875 (EXISTING) BUILDING SQUARE FOOTAGE BY USE: MEDICAL OFFICE (S.F.)5,875 (EXISTING) ZONING DISTRICT NEIGHBORHOOD SERVICES DISTRICT (NS) LOT AREA 0.995 AC./43,342 S.F. BUILDING AREA (S.F.)5,875 (EXISTING) FLOOR AREA RATIO 5,875 S.F. / 43,342 S.F. = 0.14 (EXISTING) BUILDING HEIGHT 15 FT. / 1 STORY (EXISTING) PARKING STORAGE STANDARDS MINIMUM PARKING RATIO (MEDICAL OFFICE)1 PER 200 S.F. G.F.A. MINIMUM REQUIRED PARKING (TOTAL)30 MAXIMUM ALLOWED COMPACT SPACES (10%)3 REQUIRED HANDICAP PARKING 2 REQUIRED VAN ACCESSIBLE PARKING 1 TOTAL PARKING PROVIDED 35 HANDICAP PARKING PROVIDED HANDICAP PARKING (INCL. VAN)2 (EXISTING) VAN ACCESSIBLE PARKING 1 (EXISTING) 6" STANDARD CURB (REFERENCE CIVIL DETAILS) TYPICAL PARKING SPACES (9'x18') (REFERENCE CIVIL DETAILS)1 2 TRAFFIC ARROW (REFERENCE CIVIL DETAILS)3 DUMPSTER ENCLOSURE (REFERENCE ARCHITECTURAL)4 F.M. 3009 IMPROVEMENTS UNDER SEPARATE COVER EXISTING DRIVEWAY TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED 12'Lx12'Wx8'H MASONRY ENCLOSURE W/ SOLID METAL GATES 5' LANDSCAPE BUFFER 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) PROPOSED LIMITS OF CONSTRUCTION PROPOSED CONCRETE PAVEMENT (REFERENCE PAVING PLAN) LANDSCAPE BUFFER PROPOSED TRAFFIC ARROW GREEN VALLEY ROAD (R.O.W. VARIES) EX. CURB TO REMAIN REFERENCE SHEET C2.2 FOR CAL STONE SUBDIVISION LOT 3, BLOCK 1 SITE PLAN DETAILS REFERENCE SHEET C2.1 FOR CAL STONE SUBDIVISION LOT 2, BLOCK 1 SITE PLAN DETAILS SITE PLAN KEYNOTES: FIRE LA N E FIRE LANE FI R E L A N E FI R E L A N E (E X I S T I N G ) FIRE LANE FI R E L A N E SAWTOOTH CURB (REFERENCE CIVIL DETAILS)5 01/12/2026 1:18:13 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 02/11/2026 4:44:25 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development Site Vicinity Map Landscape Requirements & Tabulations Kellum Medical Phase 4 HD S S c h e r t z U 1 , L o t 1 , B l o c k 1 34 0 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 plan Landscape Plan SCALE 1" = 20'-0"1 0 20 40 8010 north City Of Schertz Digital Approval Site Lot/ Parking Lot ( 1 ) Ex. Tree Site Lot All Green Space and Landscaping Is Being Maintained By An Automatic Underground Watering System; Adjustments To Be Made For Complete Coverage. Tree Preservation Notes 1.All existing trees denoted on plan to be preserved as shown. Those trees requested for credit have been delineated to be protected at the root zone. The root zone shall be determined by the crown of the tree. Preservation notes apply only for those trees that are designated to be preserved for credit. 2.A protective barrier to protect the root protection zone shall be erected and maintained until construction is completed. The barrier shall be fenced or cabled with a semi-permanent barrier that will visually denote those areas being protected. 3.Protected areas shall be sustained in a natural state until landscape installation begins. 4.Protected areas shall be free from vehicular or mechanical traffic during construction. 5.During construction, no excess soil, additional fill, equipment, liquids, or construction debris shall be placed inside the protective barrier nor shall any soil be removed from within the barrier. 6.The proposed finished grade and elevation of land within the root protection zone of any tree to be preserved shall not be raised or lowered more than three inches. Welling and retaining methods are allowed outside the root protection zone. 7.The root protection zone for each designated protected tree must remain unpaved. 8.All designated / protected trees shall have ground cover or turf at the base of the tree. See plan for condition. 9.All trenches and digging within the Root Protection Zone shall be hand digging only. No automatic trenchers allowed. Tree Protection Fence Detail (No Scale) 4'-0" Place 6" Mulch In Root Protection Zone8'-0" Max For Oaks Only: Paint All Wounds Or Cuts With Pruning Paint Within 20 Min To Prevent The Spread Of Oak Wilt. Live Branch Dead Branch C Note: Do Not Cut From D To E. E E AB C AB D D Branch Bark Ridge Branch Collar Proper Pruning For Branches 1 1#2" Or Greater Diameter. A. First Cut - To Prevent The Bark From Being Peeled When The Branch Falls. B. Second Cut - To Reduce The Weight Of Branch. C. Final Cut - Allow For Healing Collar But No Stubs. D. Branch Ridges - Indent Properly Branch Ridges Which Are Site For Decay. Tree Inventory Summary-Lot 1 Total Number of Trees 10 ea Total Number of Trees Removed 7 ea Total Number of Trees Preserved 3 ea Total Number of Trees Required To Be Preserved 3 ea Mitigation Total Non-Exempt Inches >8" Removed 92.5" (33" Significant @ 1:1) Total Non-Exempt Inches >24" Removed 0" (0" Heritage @ 3:1) Subtotal of Non-Exempt Inches Removed 92.5" Total Remaining Inches To Be Mitigated 90.5" (Total Inches >8" +>24" (92.5") - New Trees Above 2" (2") Amount To Pay Into Tree Preservation Fund $9,050.00 (Number of inches to be mitigated at $ 100/inch) PLEASE PROVIDE A CERTIFIED ARBORIST FOR ALL PROPOSED TREE REMOVAL, PRUNING, TREE FENCING, AND ANY REMEDIATION  THAT MIGHT BE NEEDED DURING AND AFTER CONSTRUCTION.    Lim its of Construction Tree Inventory-Lot 1 Significant Tree Heritage (8" - 23.5")(3:1) Tag #Size Species Removed Remain Exempt Removed Remain 3183 17"Live Oak 17 3184 11"Live Oak 11 3185 18"Live Oak 18 3186 10"Live Oak 10 3187 12"Live Oak 12 3189 10"Live Oak 10 3190 13"Live Oak 13 3429 11.5"Live Oak 11.5 3430 7"Live Oak 7 3431 10"Live Oak 10 3432 8"Live Oak 8 3433 6"Ligustrum 6 92.5 28 13 0 0 Lot 1 N29°11'01"W - 244.95' S59°20'09"E - 170.06' 20'-0" Building SetbackBu i l d i n g S e t b a c k 16 ' - 0 " Sa n . S e w e r Ea s e m e n t 5'- 0 " La n d s c a p e Bu f f e r 5'- 0" La n d s cap e Buf fer 5'-0" Landscape Buffer 3432 3189 3434 3433 3431 3428 3427 3425 3185 3429 3430 31843183 3186 3187 3190 3426 3423 3424 Limits of C onstruction LO C Tree Preservation Plan SCALE 1" = 20'-0"2 north 0 20 40 8010 SS F.I.R. N29°11'01"W - 244.95' S59°20'09"E - 170.06' S29°10'57"E - 244.74' 20'-0" Building SetbackBu i l d i n g S e t b a c k 16 ' - 0 " Sa n . S e w e r Ea s e m e n t 5'- 0 " La n d s c a p e Bu f f e r 5'-0" L an d s cap e B uf fer 5'-0" Landscape Buffer FM 3 0 0 9 3432 3189 3267 3268 3434 3433 3431 3428 3427 3425 Sod Sod Sod Sod ( 6 ) LMG ( 1 ) MOKSteel Edging ( 1 ) MOKSteel Edging ( 6 ) DYH 5' - 0 " La n d s c a p e Bu f f e r Existing Parking 20'-0" Landscape Buffer Outside LOCShown For Context Steel Edging ( 7 ) DYH Lot 1 Plant List - Lot 1 Key Qty.Common Name Botanical Name Size Height Spread Remarks DYH 13 Dwarf Yaupon Holly Ilex vomitorea 5 Gal.18" Ht.18" width Full and Symmetrical; 24" o.c. LMG 5 Linheimer's Muhly Grass Muhlenbergia lindheimeri 5 Gal.18" Ht.18" width Full and Symmetrical; 42" o.c. MOK 2 Monterrey Oak Quercus polymorpha 3" Cal.9-11' Ht.4-5' width Full, Symmetrical, Uniform Height and Spread 4' Maximum Clear Trunks Hydromulch Common Bermuda SOD Tiff 419 Bermuda S.Y.90% Purity Cut Prior to Shipment Street Tree Calculations - Lot 1 (Elective Requirement) FM 3009 56 LF of Street Frontage No New Construction Interior Parking Lot Landscaping - Lot 1 (Mandatory Requirement) Parking Lot Area 2,727 sf 10% Parking Lot Area 273 sf Site Lot Area (Limits of Construction)0.13 ac Landscape Area Provided 1,635.00 sf Percentage Provided 27.95 % 9 Trees/Acre 1 ea Ex. Trees Provided 2 ea New Trees Provided 0 ea Total Trees Provided 2 ea Limits of Construction 01/12/2026 1:18:07 PM Ap Certified By: Daisy Marquez, Planner Planning and Community Development 02/11/2026 4:44:25 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development