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Schertz Storage Center- Approved Site PlanCLIMATE CONTROLLED NO OFFICE LOCATED IN THIS BUIDING BUILDING "D" 200' x 130' ONE STORY STORAGE BUILDING NO OFFICE LOCATED IN BUILDING PR O P . 2 4 ' F I R E L A N E SWMF v v 24 24 ' R 5 0 R 5 0 R5 0 R5 0 R25 R25 PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE R50 PR O P . 2 4 ' F I R E L A N E F M 4 8 2 ( R . O . W . V A R I E S ) N 3 8 ° 5 3 ' 5 4 " E 2 2 3 . 2 3 ' SOD SOD SOD 2 0 ' L / S B U F F E R 2 5 ' A C C E S S E A S E M E N T SOD SOD 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER MA T C H L I N E FH FH FDC EXISTING GRAVEL DRIVE TO BE REMOVED SILT FENCING 1593 1503 1504 1505 1506 1507 1508 1509 1510 1511 1512 1513 1514 1515 1591 1 4 ' U T I L I T Y E A S E M E N T Dial 811 Or Call 800-482-7171 before you dig. Know what's Call below. C 8.0 LANDSCAPE PLAN SHEET PROJECT NO. DWG FILE - SCALE:AS SHOWN SEAL PROJECT Construction Documents PREPARED FOR: DATE:11.01.2022 21001.03 21001.03. dwg.com OMNI CONSULTING SERVICES 401 Westpark Court Suite 200 Peachtree City, Ga 30269 ph: 770.302.1701 fax: 770.818.5663 PROJECT MANAGER ENGINEER SC H E R T Z S T O R A G E PETER R. SECKINGER, PE (941) 525-2934 2940 KERRY FOREST PKWY SUITE 101 TALLAHASSEE, FL 32309 #DATE & BY CLIENT SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 PLANT SCHEDULE Qty Botanical Name Common Name Scheduled Size Notes Trees 12 Ulmus crassifolia Cedar Elm 2.5" cal. 4'ht.matching 7 Quercus shumardii Shumard Oak 2.5" cal. 4'ht.Single Stem 49 Quercus buckleyi Texas Red Oak 2.5" cal. 4'ht.matching Shrubs 59 Salvia greggii Autumn Sage 3 gal.full, 24" o.c. 145 Leucophyllum frutescens 'Green Cloud'Texas Sage 'Green Cloud'3 gal.full, 24" spread, 36" o.c. 46 Muhlenbergia lindheimeri Lindheimer Muhly Grass 3 gal.full, 24" spread, 36" o.c. 6 Cordia boissieri Mexican Olive 3 gal.full, 24" o.c. 3 Tecoma stans Yellow Bells/Yellow Elder 3 gal.full, 24" o.c. 31 Anisacanthus quadrifidus var. wrightii Texas Firecracker 3 gal.full, 24" o.c. 18 Justicia spicigera Mexican Honeysuckle 3 gal.full, 24" o.c. Groundcover/Vines/Grass Bermuda Grass for all sod/grass areas ALL LANDSCAPING WILL BE IRRIGATED BY A PERMANENT UNDERGROUND IRRIGATION SYSTEM LANDDSCAPE TABULATIONS for SHERTZ, TX Site: 7.76 ac or 338,025.60 s.f. Landscape Required 1.A minimum of 20% of the total land area of any proposed non residential development shall be landscaped. 2.Properties shall provide 9 trees per acre of lot area. 20% Area Trees Requirement Req'd: 67,605.12 (20%)Req'd: 9 * 7.76ac = 70 Trees Prop: 69,335.80 (21%)Prop: 20 exi /59 planted = 79 Trees Parking Area 1.Parking lots shall be screened from public view and adjacent properties 2.A minimum of 10% of the gross parking area shall be devoted to living landscaping which includes grass, groundcovers, plants, shrubs, and trees. REQUIRED PROVIDED 14,527 * 10% = 1,452.70 s.f.13 islands = 2,823.6 s.f. One per island 13 Trees Parking Lot Screening 1.All parking lots and vehicular use areas shall be screened from all butting properties with a wall, fence, hedge berm or other durable landscape barrier. (30" ht) 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 30 0 15 30 60 120 NORTHERN LANDSCAPE PLAN SCALE: 1" = 30'NORTH 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 8.REV PER CITY 9.3.24 11.REV PER CITY 7.25.25 12.REV PER CITY 9.3.25 13.REV PER CITY 10.5.25 14.REV PER CITY 11.15.25 01/20/2026 9:16:18 AM Ap Certified By: William Willingham, Planner Planning and Community Development02/06/2026 8:55:51 AM Ap Approved By: William Willingham, Planner Planning & Community Development 40' x 50' 2000 SF 24'x50' 1200 sf FREE SPACE / OFFICE 24'x50' 1200 sf FREE SPACE / OFFICE 24'x50' 1200 sf FREE SPACE / OFFICE 24'x50' 1200 sf FREE SPACE / OFFICE 24'x50' 1200 sf FREE SPACE / OFFICE BUILDING "A" 24'x50' 1200 sf FREE SPACE / OFFICE PHASE II DEVELOPMENT AREA LO A D I N G Z O N E BUILDING "C" 200' x 120' THREE STORY CLIMATE CONTROLLED NO OFFICE LOCATED IN THIS BUIDING ST O P SELF STORAGE MAIN OFFICE & CONF. CENTER v v v v v v REMAINDER OF TXDOT DRAINAGE EASEMENT PER PERMIT L1 S59°57'30"W 108.09' L2 I.H. 35 PROPERTY LINE TABLE LINE NO.BEARING DISTANCE L3 S60°20'54"W 104.34' N29°49'51"W 20.31' L1 L3 L2 inv = 801.45 40' of 18" CMP EXI DI SOD 20 ' L A N D S C A P E B U F F E R 25' ACCESS EASEMENT 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER MA T C H L I N E I. H . 3 5 SOD THE ENTIRE PHASE II AREA SOD FH FH FH 1535 15361537 1539 1538 1540 1541 154215431573 14 ' U T I L I T Y E A S E M E N T P E R P L A T 6" G V S U D W L EX I . 1 5 ' G V S U D E A S E M E N T P E R R E C O R D S 25 ' A C C E S S E A S E M E N T 25 ' A C C E S S E A S E M E N T 25' ACCESS EASEMENT GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 30 0 15 30 60 120 LANDDSCAPE TABULATIONS for SHERTZ, TX Site: 7.76 ac or 338,025.60 s.f. Landscape Required 1.A minimum of 20% of the total land area of any proposed non residential development shall be landscaped. 2.Properties shall provide 9 trees per acre of lot area. 20% Area Trees Requirement Req'd: 67,605.12 (20%)Req'd: 9 * 7.76ac = 70 Trees Prop: 69,335.80 (21%)Prop: 20 exi /59 planted = 79 Trees Parking Area 1.Parking lots shall be screened from public view and adjacent properties 2.A minimum of 10% of the gross parking area shall be devoted to living landscaping which includes grass, groundcovers, plants, shrubs, and trees. REQUIRED PROVIDED 14,527 * 10% = 1,452.70 s.f.13 islands = 2,823.6 s.f. One per island 13 Trees Parking Lot Screening 1.All parking lots and vehicular use areas shall be screened from all butting properties with a wall, fence, hedge berm or other durable landscape barrier. (30" ht) 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S Dial 811 Or Call 800-482-7171 before you dig. Know what's Call below. SOUTHERN LANDSCAPE PLAN SCALE: 1" = 30'NORTH C 8.0A LANDSCAPE PLAN SHEET PROJECT NO. DWG FILE - SCALE:AS SHOWN SEAL PROJECT Construction Documents PREPARED FOR: DATE:11.01.2022 21001.03 21001.03. dwg.com OMNI CONSULTING SERVICES 401 Westpark Court Suite 200 Peachtree City, Ga 30269 ph: 770.302.1701 fax: 770.818.5663 PROJECT MANAGER ENGINEER SC H E R T Z S T O R A G E PETER R. SECKINGER, PE (941) 525-2934 2940 KERRY FOREST PKWY SUITE 101 TALLAHASSEE, FL 32309 #DATE & BY CLIENT SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 8.REV PER CITY 9.3.24 PLANT SCHEDULE Qty Botanical Name Common Name Scheduled Size Notes Trees 12 Ulmus crassifolia Cedar Elm 2.5" cal. 4'ht.matching 7 Quercus shumardii Shumard Oak 2.5" cal. 4'ht.Single Stem 49 Quercus buckleyi Texas Red Oak 2.5" cal. 4'ht.matching Shrubs 59 Salvia greggii Autumn Sage 3 gal.full, 24" o.c. 145 Leucophyllum frutescens 'Green Cloud'Texas Sage 'Green Cloud'3 gal.full, 24" spread, 36" o.c. 46 Muhlenbergia lindheimeri Lindheimer Muhly Grass 3 gal.full, 24" spread, 36" o.c. 6 Cordia boissieri Mexican Olive 3 gal.full, 24" o.c. 3 Tecoma stans Yellow Bells/Yellow Elder 3 gal.full, 24" o.c. 31 Anisacanthus quadrifidus var. wrightii Texas Firecracker 3 gal.full, 24" o.c. 18 Justicia spicigera Mexican Honeysuckle 3 gal.full, 24" o.c. Groundcover/Vines/Grass Bermuda Grass for all sod/grass areas ALL LANDSCAPING WILL BE IRRIGATED BY A PERMANENT UNDERGROUND IRRIGATION SYSTEM 11.REV PER CITY 7.25.25 12.REV PER CITY 9.3.25 13.REV PER CITY 10.5.25 14.REV PER CITY 11.15.25 01/20/2026 9:16:30 AM Ap Certified By: William Willingham, Planner Planning and Community Development 02/06/2026 8:55:35 AM Ap Approved By: William Willingham, Planner Planning & Community Development TOP OF PARAPET ELEV = 23'-0" TOP OF FLOORELEV = 0'-0" TOP OF WINDOW/ ELEV = 10'-0" 3 3/32" = 1'-0' RIGHT (NORTHERN) EXTERIOR ELEVATION 2 3/32" = 1'-0' LEFT (SOUTHERN) EXTERIOR ELEVATION TOP OF PARAPETELEV = 21'-0" TOP OF FLOORELEV = 0'-0" 1 3/32" = 1'-0' FRONT (EASTERN) EXTERIOR ELEVATION 4 3/32" = 1'-0' REAR WESTERN EXTERIOR ELEVATION CONTINUOUS ALUM. CAP FLASHING WITHDRIP PRE-FINISHED ALUM. CANOPY NICHIHA WALLPANELS STONE STONE CAP CONTINUOUS ALUM. CAP FLASHING WITH DRIP TOP OF PARAPET ELEV = 42'-0" METAL PANELS ALUM. STOREFRONT SYSTEM TOP OF PARAPET ELEV = 23'-0" TOP OF FLOOR ELEV = 0'-0" STONE STONE CAP CONTINUOUS ALUM. CAP FLASHING WITH DRIP TOP OF PARAPET ELEV = 42'-0" INSULATED HOLLOW METALDOORS PRE-FINISHEDALUM. CANOPY TOP OF FLOOR ELEV = 0'-0" TOP OF PARAPETELEV = 42'-0" STONE STONE CAP TOP OF WINDOW/ ELEV = 10'-0" BOTT OF CANOPYELEV = 12'-0" TOP OF PARAPET ELEV = 21'-0" TOP OF PARAPETELEV = 23'-0" TOP OF FLOOR ELEV = 0'-0" CONTINUOUS ALUM. CAP FLASHING WITHDRIP PRE-FINISHED ALUM. CANOPY TOP OF PARAPETELEV = 23'-0" TOP OF FLOOR ELEV = 0'-0" TOP OF PARAPET ELEV = 42'-0" STONE STONE CAP TOP OF WINDOW ELEV = 0'-0" TOP OF SLABELEV = 0'-0" 24'-0" 7'-11716" 21 ' - 0 " 6'-0"6'-0" 210' 14'-0"14'-0"14'-0"14'-0" 2' - 0 " 49'-4" 14'-0"14'-0" 56'-0" 24'-0" 32'-0" 14'-0"20'-0" 21 ' - 0 " 24'-0" 51'-6" 18 ' - 0 " 210' 24'-0" 21 ' - 0 " BOTTOM OF WINDOW/ELEV = 10'-0" METAL PANELS METAL PANELS METAL PANELS METAL PANELS METAL PANELS METAL PANELS METAL PANELS METAL PANELS METAL PANELS 4'-0"6'-0" REAR HORIZONTAL ARTICULATIONS: REQUIRED = 20% X 210 LF = 42' L.F. PROPOSED = 49'-4" L.F. THEREFORE, SECTION 21.9.5 MET LEFT HORIZONTAL ARTICULATIONS: REQUIRED = 20% X 56'-0" LF = 11' L.F. PROPOSED = 24'-0" L.F. THEREFORE, SECTION 21.9.5 MET RIGHT HORIZONTAL ARTICULATIONS: NOT REQUIRED THEREFORE, SECTION 21.9.5 MET FRONT HORIZONTAL ARTICULATIONS: REQUIRED = 20% X 210 LF = 42' L.F. PROPOSED = 73'-4" L.F. THEREFORE, SECTION 21.9.5 MET FRONT VERTICAL ARTICULATIONS: REQUIRED = 20% X 210 LF = 42' L.F. PROPOSED = 72'-10" L.F. WITH AWNINGS & BUILDING TOWER THEREFORE, SECTION 21.9.5 MET REAR VERTICAL ARTICULATIONS: REQUIRED = 20% X 210 LF = 42' L.F. PROPOSED = 49'-4" L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET 2'- 0 " 49'-4" LEFT VERTICAL ARTICULATIONS: REQUIRED = 20% X 56'-91/2" LF = 11' L.F. PROPOSED = 24'" L.F. WITH TOWER THEREFORE, SECTION 21.9.5 MET 14'-0"14'-0"14'-0"14'-0" 14'-0"14'-0" 6'-0" 24'-0" 6'-0"6'- 0 " 4'- 0 " 4'- 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4'- 0 " 4'- 0 " 50'-0" 20'-0" 4' - 0 " 14'-0" 4' - 0 " 50'-0" 210'-O"6'-0" 4'- 0 " 6'-0" 4'- 0 " 6'-0" 4'- 0 " 6'-0" 4'- 0 " 6'-0" 4'- 0 " 6'-0" 4'- 0 " 6'-0" 4'- 0 " ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW 6'-0" 4'- 0 " 2' - 0 " 49'-4" 6'- 0 " 2' - 0 " 49'04" ISSUE DATES PROJECT NUMBER: 21-001.03 DATE: 08-23-2022 Consulting Services Omni Atlanta Tallahassee Jacksonville Washington D.C. SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 A DIVISION OF JEFFERSON_ARCHITECTURE 150 HUDDLESTON ROAD, STE 900 PEACHTREE CITY, GA 30269 770-632-9545 © COPYRIGHT 2022JEFFERSON_ARCHITECTURE. THIS DOCUMENT AS AN INSTRUMENT OF SERVICE REMAINS THE PROPERTY OF JEFFERSON_ARCHITECTURE AND NO PART THEREOF MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM JEFFERSON_ARCHITECTURE. #DATE & BY 1.REV PER CITY 5.11.23 2.REV PER CITY 7.25.23 3.REV PER CITY 8.15.23 4.REV PER CITY 9.18.23 5.REV PER CITY 10.28.23 6.REV PER CITY 11.31.23 7.REV PER CITY 4.15.24 8.REV PER CITY 9.3.24 SC H E R T Z S T O R A G E 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 01/20/2026 2:09:18 PM Ap Certified By: William Willingham, Planner Planning and Community Development 02/06/2026 9:00:46 AM Ap Approved By: William Willingham, Planner Planning & Community Development T.O.SLABELEV. = 0'-0" A.F.F. T.O.2ND FLOOR SLAB T.O.3RD FLOOR SLAB T.O.WALL (LOW SIDE) T.O. LOW PARAPET T.O.WINDOW T.O. HIGH PARAPET T.O.WALL (HIGH SIDE) ELEV. = 11'-4" A.F.F. ELEV. = 22'-8" A.F.F. ELEV. = 31'-8" A.F.F. ELEV. = 36'-0" A.F.F. ELEV. = +/- 40'-4" A.F.F. ELEV. = 43'-0" A.F.F. ELEV. = 47'-0" A.F.F. T.O.WINDOWELEV. = 20'-4" A.F.F. 11 ' - 4 " 11 ' - 4 " 13 ' - 4 " 24'-0"100'-0" 120'-0" 2 3/32" = 1'-0' SOUTHERN (IH 35) EXTERIOR ELEVATION 1 3/32" = 1'-0' EASTERN EXTERIOR ELEVATION 4 3/32" = 1'-0' WEST EXTERIOR ELEVATION 3 3/32" = 1'-0' NORTH ( BUILDING D) EXTERIOR ELEVATION STONE METAL SIDING STONE CAP METAL SIDING T.O.SLABELEV. = 0'-0" A.F.F. T.O.2ND FLOOR SLAB T.O.3RD FLOOR SLAB T.O.WALL (LOW SIDE) T.O. LOW PARAPET T.O. HIGH PARAPET T.O.WALL (HIGH SIDE) ELEV. = 11'-4" A.F.F. ELEV. = 22'-8" A.F.F. ELEV. = 36'-0" A.F.F. ELEV. = +/- 40'-4" A.F.F. ELEV. = 43'-0" A.F.F. ELEV. = 47'-0" A.F.F. 11 ' - 4 " 11 ' - 4 " 13 ' - 4 " 24'-0"100'-0" 120'-0" STONE METAL SIDING STONE CAP METAL SIDING 30'-0"140'-0"30'-0" 200'-0" STONE METAL TRIM PRE-FINISHED ALUM. CANOPY T.O.SLABELEV. = 0'-0" A.F.F. T.O.2ND FLOOR SLAB T.O.3RD FLOOR SLAB T.O.WALL (LOW SIDE) T.O. LOW PARAPET T.O.WINDOW T.O. HIGH PARAPET T.O.WALL (HIGH SIDE) ELEV. = 11'-4" A.F.F. ELEV. = 22'-8" A.F.F. ELEV. = 31'-8" A.F.F. ELEV. = 36'-0" A.F.F. ELEV. = +/- 40'-4" A.F.F. ELEV. = 43'-0" A.F.F. ELEV. = 47'-0" A.F.F. T.O.WINDOWELEV. = 20'-4" A.F.F. 11 ' - 4 " 11 ' - 4 " 13 ' - 4 " METAL SIDING METAL SIDING METAL SIDING 30'-0"140'-0"30'-0" 200'-0" STONE METAL TRIM PRE-FINISHED ALUM. CANOPY T.O.SLABELEV. = 0'-0" A.F.F. T.O.2ND FLOOR SLAB T.O.3RD FLOOR SLAB T.O.WALL (LOW SIDE) T.O. LOW PARAPET T.O.WINDOW T.O. HIGH PARAPET T.O.WALL (HIGH SIDE) ELEV. = 11'-4" A.F.F. ELEV. = 22'-8" A.F.F. ELEV. = 31'-8" A.F.F. ELEV. = 36'-0" A.F.F. ELEV. = +/- 40'-4" A.F.F. ELEV. = 43'-0" A.F.F. ELEV. = 47'-0" A.F.F. T.O.WINDOW ELEV. = 20'-4" A.F.F. 11 ' - 4 " 11 ' - 4 " 13 ' - 4 " METAL SIDING METAL SIDINGMETAL SIDING EASTERN VERTICAL ARTICULATIONS: REQUIRED = 20% X 200 LF = 40' L.F. PROPOSED = 60 L.F. WITH PARAPET @ TOWERS THEREFORE, SECTION 21.9.5 MET WESTERN VERTICAL ARTICULATIONS: REQUIRED = 20% X 200 LF = 40' L.F. PROPOSED = 60" L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET SOUTHERN HORIZONTAL ARTICULATIONS: REQUIRED = 20% X 120 LF = 24' L.F. PROPOSED = 24 L.F. THEREFORE, SECTION 21.9.5 MET SOUTHERN VERTICAL ARTICULATIONS: REQUIRED = 20% X 120 LF = 24' L.F. PROPOSED = 24' L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET NORTHERN VERTICAL ARTICULATIONS: REQUIRED = 20% X 120 LF = 24' L.F. PROPOSED = 24' L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET 200'-0" 10'-0"6'-0"6'-0"6'-0" PRE-FINISHED ALUM. CANOPY PRE-FINISHED ALUM. CANOPY 10'-0"PRE-FINISHED ALUM. CANOPY @ BOTH WINDOWS PRE-FINISHED ALUM. CANOPY PRE-FINISHED ALUM. CANOPY 120'-0" 24'-0"6'-0" 200'-0" 20'-0"6'-0"6'-0"6'-0"6'-0" 120'-0" 10'-0" PRE-FINISHED ALUM. CANOPY @ BOTH WINDOWS 6'-0" PRE-FINISHED ALUM. CANOPY PRE-FINISHED ALUM. CANOPY ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ISSUE DATES PROJECT NUMBER: 21-001.03 DATE: 08-23-2022 Consulting Services Omni Atlanta Tallahassee Jacksonville Washington D.C. SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 A DIVISION OF JEFFERSON_ARCHITECTURE 150 HUDDLESTON ROAD, STE 900 PEACHTREE CITY, GA 30269 770-632-9545 © COPYRIGHT 2022 JEFFERSON_ARCHITECTURE. THIS DOCUMENT AS AN INSTRUMENT OF SERVICE REMAINS THE PROPERTY OF JEFFERSON_ARCHITECTURE AND NO PART THEREOF MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSIONFROM JEFFERSON_ARCHITECTURE. #DATE & BY 1.REV PER CITY 5.11.23 2.REV PER CITY 7.25.23 3.REV PER CITY 8.15.23 4.REV PER CITY 9.18.23 5.REV PER CITY 10.28.23 6.REV PER CITY 11.31.23 7.REV PER CITY 4.15.24 8.REV PER CITY 9.3.24 SC H E R T Z S T O R A G E 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 01/20/2026 2:09:27 PM Ap Certified By: William Willingham, Planner Planning and Community Development 02/06/2026 9:00:52 AM Ap Approved By: William Willingham, Planner Planning & Community Development T.O.WALL (LOW SIDE) ELEV. = 12'-0" A.F.F. T.O. SLAB ELEV. = 0'-0" A.F.F. T.O.PARAPETELEV. = 22'-8" A.F.F. T.O.PARAPETELEV. = 17'-8" A.F.F. T.O.WALL (HIGH SIDE) ELEV. = 14'-8" A.F.F. T.O. SLAB ELEV. = 0'-0" A.F.F. 3 3/32" = 1'-0' WESTERN SIDE EXTERIOR ELEVATION 1 3/32" = 1'-0' NORTHERN (FM 482) EXTERIOR ELEVATION 130'-0" 200'-0" 29'-0" 5'- 0 " 25'-0"15'-0" T.O.PARAPETELEV. = 22'-8" A.F.F. FM 482 FRONTAGE HORIZONTAL ARTICULATIONS: REQUIRED = 20% X 130 LF = 26' L.F. PROPOSED = 29 L.F. WITH TOWER THEREFORE, SECTION 21.9.5 MET FM 482 FRONTAGE VERTICAL ARTICULATIONS: REQUIRED = 20% X 130 LF = 26' L.F. PROPOSED = 29' L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET WESTERN HORIZONTAL ARTICULATIONS: NOT REQUIRED THEREFORE, SECTION 21.9.5 MET WESTERN VERTICAL ARTICULATIONS: REQUIRED = 20% X 200 LF = 40' L.F. PROPOSED = 40' L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET T.O.WALL (LOW SIDE) ELEV. = 12'-0" A.F.F. T.O. SLAB ELEV. = 0'-0" A.F.F. T.O.WALL (HIGH SIDE)ELEV. = 14'-8" A.F.F. T.O.PARAPET ELEV. = 17'-8" A.F.F. T.O.PARAPETELEV. = 17'-8" A.F.F. T.O.WALL (LOW SIDE) ELEV. = 12'-0" A.F.F. T.O. SLABELEV. = 0'-0" A.F.F. 4 3/32" = 1'-0' EASTERN SIDE EXTERIOR ELEVATION 2 3/32" = 1'-0' SOUTHERN EXTERIOR ELEVATION 130'-0" 200'-0' 29'-0" 5'- 0 " OPENING FOR ROOF RUNOFF 15'-0"25'-0" OPENING FOR ROOF RUNOFF SOUTHERN HORIZONTAL ARTICULATIONS: NOT REQUIRED THEREFORE, SECTION 21.9.5 MET EASTERN HORIZONTAL ARTICULATIONS: NOT REQUIRED THEREFORE, SECTION 21.9.5 MET SOUTHERN VERTICAL ARTICULATIONS: REQUIRED = 20% X 130 LF = 26' L.F. PROPOSED = 29' L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET EASTERN VERTICAL ARTICULATIONS: REQUIRED = 20% X 200 LF = 40' L.F. PROPOSED = 40' L.F. WITH PARAPET THEREFORE, SECTION 21.9.5 MET 130'-0"29'-0" 2' - 0 " T.O.PARAPET ELEV. = 22'-8" A.F.F. T.O.WALL (HIGH SIDE) ELEV. = 14'-8" A.F.F. T.O.PARAPETELEV. = 17'-8" A.F.F. 130'-0"29'-0" 2'- 0 " 200'-0' 6'-0"6'-0"6'-0"6'-0" T.O.PARAPET ELEV. = 22'-8" A.F.F. 200'-0" 6'-0"6'-0"6'-0"6'-0" ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ELEVATION VIEW WALL PLAN VIEW ISSUE DATES PROJECT NUMBER: 21-001.03 DATE: 08-23-2022 Consulting Services Omni Atlanta Tallahassee Jacksonville Washington D.C. SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 A DIVISION OF JEFFERSON_ARCHITECTURE 150 HUDDLESTON ROAD, STE 900 PEACHTREE CITY, GA 30269 770-632-9545 © COPYRIGHT 2022 JEFFERSON_ARCHITECTURE. THIS DOCUMENT AS AN INSTRUMENT OF SERVICE REMAINS THE PROPERTY OF JEFFERSON_ARCHITECTURE AND NO PART THEREOF MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSIONFROM JEFFERSON_ARCHITECTURE. #DATE & BY 1.REV PER CITY 5.11.23 2.REV PER CITY 7.25.23 3.REV PER CITY 8.15.23 4.REV PER CITY 9.18.23 5.REV PER CITY 10.28.23 6.REV PER CITY 11.31.23 7.REV PER CITY 4.15.24 8.REV PER CITY 9.3.24 SC H E R T Z S T O R A G E 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 01/20/2026 2:09:35 PM Ap Certified By: William Willingham, Planner Planning and Community Development 02/06/2026 9:01:01 AM Ap Approved By: William Willingham, Planner Planning & Community Development 40' x 50'2000 SF 24'x50'1200 sfFREE SPACE /OFFICE 24'x50'1200 sfFREE SPACE /OFFICE 24'x50'1200 sfFREE SPACE /OFFICE 24'x50'1200 sfFREE SPACE /OFFICE 24'x50'1200 sfFREE SPACE /OFFICE BUILDING "A" 24'x50'1200 sfFREE SPACE /OFFICE 10 5' S I D E W A L K 9' x 1 8 ' SP A C E 9' x 2 0 ' SPA C E 9' x 2 0 ' SPA C E 9' x 18'SPACE 4 LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LA N D S C A P E ARE A LAN D S C A P E ARE A LAN D S C A P E ARE A 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK PHASE II DEVELOPMENT AREA LO A D I N G Z O N E BUILDING "C" 200' x 120' THREE STORY CLIMATE CONTROLLED NO OFFICE LOCATED IN THIS BUIDING BUILDING "D" 200' x 130' ONE STORY STORAGE BUILDING NO OFFICE LOCATED IN BUILDING 12 9 20 ' F R O N T A G E L A N D S C A P E B U F F E R W R25 R3 R3 R3 R3 R10 R2 R10 R10 R10 R5 R5 R5 R5 R50 R5 0 18 24 20 25 LAN D S C A P E ARE A 25 503030 40' 18 25 R3 (T Y P . ) R3 (T Y P . ) R3 (T Y P . ) 30 25 26 2625 25 26' 28 29 9 11 18 R2 R29 9 9 9 9 9 9 18 9 R2 W PROP. 24' FIRE LANE PROP. 26' FIRE LANE PROP. 26' FIRE LANE PR O P . 2 4 ' F I R E L A N E PR O P . 2 4 ' F I R E L A N E R1 0 R10 SELF STORAGE MAIN OFFICE& CONF. CENTER SWMF v vv v v W v v 10 LAN D S C A P E ARE A 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 9 924 24 ' 5 9 9 9 R3 8.7 5 6 10 LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA R2 v PR O P . 2 6 ' F I R E L A N E PR O P . 2 6 ' F I R E L A N E R5 0 R5 0 R5 0 R50 9 REMAINDER OF TXDOTDRAINAGE EASEMENT PERPERMIT 5' 5' 5' 5' 5' 5' R25 R25 R25 R25 R25 R10 R10 6 16 PROP. 26' FIRE LANE PROP. 26' FIRE LANE R25 R25 R25 R 50 R25 4 PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE R50 PR O P . 2 4 ' F I R E L A N E R2 R18 R25 PR O P . 2 4 ' F I R E L A N E L1 S59°57'30"W 108.09' L2 I.H. 35 PROPERTY LINE TABLE LINE NO.BEARING DISTANCE L3 S60°20'54"W 104.34' N29°49'51"W 20.31' F M 4 8 2 ( R . O . W . V A R I E S ) POINT OF BEGINNING N = 13775691.05 E = 2206267.46 N 3 8 ° 5 3 ' 5 4 " E 2 2 3 . 2 3 ' 65'40' 25' 27 . 5 ' R O W D E D I C A T I O N T O T H E C I T Y O F S C H E R T Z 92.5' 67.5' 25' R. O . W . R. O . W . R. O . W . I. H . 3 5 (R . O . W . V A R I E S ) L1 L3 300' 170'130' 190'130' 320' CL 2 5 ' C R O S S A C C E S S E A S E M E N T 25 ' C R O S S A C C E S S E A S E M E N T L2 14' U T I L I T Y E A S E M E N T P E R P L A T 20 ' L A N D S C A P E B U F F E R inv = 801.45 40' of 18" CMP EXI DI 14 ' U T I L I T Y E A S E M E N T 20 ' L A N D S C A P E B U F F E R EXISTING 12 IN. WATER LINE (CITY OF SCHERTZ) EXISTING 6 IN. WATER LINE (GVSUD) (LOCATION BY RECORD ONLY) FEM A 1 0 0 - Y E A R FLO O D P L A I N EXISTING 6 IN. WATER LINE(GVSUD) (LOCATION BY RECORD ONLY) EXISTING 12 IN. WATER LINE (GVSUD) (LOCATION BY RECORD ONLY) 15' WATER LINE EASEMENT 15' WATER LINE EASEMENT EXISTING 12 IN. WATER LINE (GVSUD) (LOCATION BY RECORD ONLY) EXISTING 12 IN. WATER LINE (GVSUD) (LOCATION BY RECORD ONLY) UTILITY WATER VALVE UTILITY WATER VALVE 6" G V S U D W L EX I . 1 5 ' G V S U D E A S E M E N T P E R R E C O R D S R. O . W . CL 25 ' C R O S S A C C E S S E A S E M E N T 25' CROSS ACCESS EASEMENT 25' CROSS ACCESS EASEMENT 20 ' EXISTING GRAVEL DRIVETO BE REMOVED SILT FENCING PROJECT LEGEND STANDARD ASPHALT PAVING SECTION (PER GEOTECHICAL) CONCRETE SIDEWALK (PER GEOTECHNICAL) Dial 811 Or Call 800-DIG-TESS before you dig. Know what's Call below. C 3.0 SITE PLAN NORTH OVERALL SITE PLAN GRAPHIC SCALE ( IN FEET ) 1 inch = 70 ft. 70 0 35 70 140 280SCALE: 1" = 70' UTILITY INFORMATION: GAS: CENTERPOINT ENERGY 800-427-7142 ELECTRICITY: GVEC 830-386-4415 INTERNET/CABLE: AT&T 800-449-7928 WATER: CITY OF SCHERTZ 210-619-1100 & GREEN VALLEY SUD 830-914-2330 WASTE WATER: (NOT AVAILABLE) CITY OF SCHERTZ 210-619-1100 SHEET PROJECT NO. DWG FILE - SCALE:AS SHOWN SEAL PROJECT Construction Documents PREPARED FOR: DATE:11.01.2022 21001.03 21001.03. dwg.com OMNI CONSULTING SERVICES 401 Westpark Court Suite 200 Peachtree City, Ga 30269 ph: 770.302.1701 fax: 770.818.5663 PROJECT MANAGER ENGINEER SC H E R T Z S T O R A G E PETER R. SECKINGER, PE (941) 525-2934 2940 KERRY FOREST PKWY SUITE 101 TALLAHASSEE, FL 32309 #DATE & BY CLIENT SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 PARCEL INFORMATION: OWNER: SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 858-922-4439 PROPOSED USE: Office/Flex Space & Self-Storage ZONING DISTRICT: M-1 & GB PARCEL ID# : 73256 SITE AREA: 7.776 ac or 338,722.56 sf COMAL COUNTY CLERK FILE: #202206017018 (O.P.R.C.C) PARKING REQUIREMENTS: Buildings = OFFICE BUILDING A 2,000 sf office (Storage Facility) (1 Parking Space per 250 sf of office) 2,000 / 250 = 8Parking Spaces Required: 1,200 sf office (1 Parking space per 250 sf of office) 6 x 1,200 = 7,200 sf. 7,200 / 250 = 29 parking spaces required STORAGE BUILDING C Three story storage building (1 parking space per 3,000 sf of storage.) Total Square Footage = 72,000 sf 72,000 / 3000 = 24 parking spaces required STORAGE BUILDING D Single story storage building (1 parking space per 3,000 sf of storage). Total Square Footage = 26,000 sf 26,000 / 3000 = 9 parking spaces required Total Parking Required for this phase = 70 parking spaces required. Total Parking Provided for this phase = 70 parking spaces Handicap Parking Required = 3 Spaces Handicap Parking Proposed = 4 Spaces BUILDING DATA: BUILDING A: 9,200 s.f. - SINGLE STORY BUILDING C: 24,000 s.f. - PER FLOOR / 72,000 s.f. TOTAL BUILDING D:26,000 s.f. - SINGLE STORY TOTAL FLOOR AREA: 59,200 s.f. FLOOR AREA RATIO (FAR): 0.174 MAX BLDG HEIGHT: 42'-0" BLDG "A" MAX BLDG HEIGHT: 47'-0" BLDG "C" MAX BLDG HEIGHT: 22'-8" BLDG "D" IMPERVIOUS AREA: PHASE I BUILDINGS: 59,200 s.f. or 17% PAVING & SIDEWALKS: 102,414 s.f or 31% TOTAL: (INCL. BLDG) AREA: 161,614 s.f. or 48% ACCESS IS FROM I 35 NORTH FRONTAGE ROAD & FM 482 ALL UTILITIES ARE EXISTING AND ONSITE . LANDSCAPE OR GRASSED AREA CITY OF SCHERTZ APPROVAL STAMP ACCORDING TO FLOOD INSURANCE RATE MAP 48091C0485F, DATED 9/2/2009 IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YEAR FLOODPLAIN. PROJECT SITE WHEEL STOPS (TYP @ S/W) WHEEL STOPS (TYP @ S/W) 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S F.H. F.H. F.H. REMOTE F.D.C. F.D.C. F.H. F.H. MA T C H L I N E NEW 12'x12'x8'(H) DUMPSTER ENCLOSURE CONSTRUCTED OF MASONARY WALLS AND SOLID METAL GATES PER CITY OF SCHERTZ REQUIREMENTS NEW 24' PAVED FIRE ACCESS ROAD "FIRE LANE" 100 YR FLOOD ZONE PER FEMA PANEL SCALE: 1" =2000' 2252 3009 482 376 376 376 382 377 1103 35 NACO G D O C H E S ROAD NORTHCLIFFE SUBDIVISION DANVILLE MIDDLE SCHOOL PROJECT LOCATION OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS VOLUME PAGE(S) EXISTING CONTOURS STREET CENTERLINE EXISTING ZONING BOUNDARY LINE FEMA 100-YEAR FLOODPLAIN LINE 1/2" IRON ROD FOUND FOUND TYPE III TXDOT MONUMENT LEGEND O.P.R.C.C. VOL. PG. S/W TO BE FLUSH W/PAVING ALONG ENTIRE PARKING S/W TO BE FLUSH W/PAVING ALONG ENTIRE PARKING GENERAL NOTES: ALL WORK AND MATERIALS SHALL COMPLY WITH ALL AHJ REGULATIONS AND CODES, O.S.H.A. STANDARDS AND PROJECT S SPECIFICATIONS. MOST STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL REFER TO THE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS, PRECISE BUILDING DIMENSIONS, ARTICULATIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SOD, GRASS SEED AND/OR LANDSCAPING. WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. REFER TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION. ALL LANDSCAPING WILL BE IRRIGATED BY A PERMANENT UNDERGROUND IRRIGATION SYSTEM.. ALL NECESSARY INSPECTIONS, APPROVALS, AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR AUTHORITIES SHALL BE COMPLETED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL CERTIFICATION OF SERVICES. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN PERFORMING CONSTRUCTION ACTIVITIES IN THE VICINITY OF EXISTING UTILITIES. EXISTING UTILITIES THAT CONFLICT WITH THE PLANNED IMPROVEMENTS SHALL BE RELOCATED OR LOWERED IN PLACE BY THE CONTRACTOR TO MEET THE SEPARATION AND MINIMUM REQUIREMENTS ESTABLISHED BY LOCAL CODE. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF THE CONSTRUCTION MANAGER A MIN. OF 72 HOURS PRIOR TO ANY PLANNED DISRUPTION TO UTILITY SERVICES. TEMPORARY UTILITY SERVICES SHALL BE USED IF REQ'D. ANY COSTS ASSOCIATED WITH THIS WORK SHALL BE IN THE CONTRACTOR'S LUMP SUM PRICE FOR THE OVERALL PROJECT. ALL SIDEWALK TO BE FLUSH WITH ASPHALT SO NO ADA RAMPS ARE REQUIRED FOR THIS PROJECT. ACCESSIBLE PARKING SPACE TYP. REFER TO GEOTECHNICAL REPORT FOR ALL PAVING SECTION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO SUBGRADE PREPARATION, REINFORCEMENT AND JOINT CONSTRUCTION. OWNER/APPLICANT: SATX DEVELOPMENT LLC. BHARGAV MADHANI 336 GEORGIA AVENUE, SUITE 204 NORTH AGUSTA, SOUTH CAROLINA 29841 PHONE: (858) 699-0067 SURVEYOR: MARCO A. ANDRADE, R.P.L.S. BAIN MEDINA BAIN, INC. 7073 SAN PEDRO AVENUE SAN ANTONIO, TEXAS 78216 PHONE: (210) 494-7223 ENGINEER:PETER R. SECKINGER, PE (941) 525-2934 2940 KERRY FOREST PKWY SUITE 101TALLAHASSEE, FL 32309 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 8.REV PER CITY 9.3.24 11.REV PER CITY 7.25.25 12.REV PER CITY 9.3.25 13.REV PER CITY 10.5.25 14.REV PER CITY 11.15.25 01/20/2026 9:14:25 AM Ap Certified By: William Willingham, Planner Planning and Community Development 02/06/2026 8:57:33 AM Ap Approved By: William Willingham, Planner Planning & Community Development 40' x 50'2000 SF 24'x50' 1200 sfFREE SPACE / OFFICE 24'x50'1200 sf FREE SPACE /OFFICE 24'x50' 1200 sfFREE SPACE / OFFICE 24'x50' 1200 sfFREE SPACE / OFFICE 24'x50'1200 sf FREE SPACE /OFFICE BUILDING "A" 24'x50'1200 sf FREE SPACE /OFFICE 10 5' S I D E W A L K 9' x 1 8 ' SP A C E 9' x 2 0 ' SP A C E 9' x 2 0 ' SP A C E 9' x 18' SPACE 4 LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LA N D S C A P E AR E A LA N D S C A P E AR E A LA N D S C A P E AR E A 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK PHASE II DEVELOPMENT AREA LO A D I N G Z O N E BUILDING "C" 200' x 120' THREE STORY CLIMATE CONTROLLED NO OFFICE LOCATED IN THIS BUIDING 12 9 20 ' F R O N T A G E L A N D S C A P E B U F F E R ST O P R25 R3 R3 R3 R3 R10 R2 R10 R10 R10 R5 R5 R5 R5 R5 0 R5 0 18 24 20 25 LA N D S C A P E AR E A 25 50 3030 18 25 R3 (T Y P . ) R3 (T Y P . ) R3 (T Y P . ) 30 25 26 26 26 ' 28 29 9 11 18 R2 R29 9 9 9 9 9 9 18 9 R2 PROP. 24' FIRE LANE PROP. 26' FIRE LANE PROP. 26' FIRE LANE PR O P . 2 4 ' F I R E L A N E R1 0 R10 SELF STORAGE MAIN OFFICE & CONF. CENTER v v v v v v 10 LA N D S C A P E AR E A 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 9 9 5 9 9 9 R3 8.7 5 6 10 LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA LANDSCAPEAREA R2 v PR O P . 2 6 ' F I R E L A N E PR O P . 2 6 ' F I R E L A N E 9 REMAINDER OF TXDOT DRAINAGE EASEMENT PER PERMIT 5' 5' 5' 5' R25 R25 R25 R25 R25 6 16 PROP. 26' FIRE LANE PROP. 26' FIRE LANE R25 R 50 R25 4 PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE R2 R18 R25 PR O P . 2 4 ' F I R E L A N E L1 S59°57'30"W 108.09' L2 I.H. 35 PROPERTY LINE TABLE LINE NO.BEARING DISTANCE L3 S60°20'54"W 104.34' N29°49'51"W 20.31' I. H . 3 5 (R . O . W . V A R I E S ) L1 L3 300' 170'130' 190'130' 320' CL 25 ' C R O S S A C C E S S E A S E M E N T L2 14 ' U T I L I T Y E A S E M E N T P E R P L A T inv = 801.45 40' of 18" CMP EXI DI 20 ' L A N D S C A P E B U F F E R EXISTING 12 IN. WATER LINE (CITY OF SCHERTZ) EXISTING 6 IN. WATER LINE (GVSUD) (LOCATION BY RECORD ONLY) 15' WATER LINE EASEMENT EXISTING 12 IN. WATER LINE (GVSUD) (LOCATION BY RECORD ONLY) 6" G V S U D W L EX I . 1 5 ' G V S U D E A S E M E N T P E R R E C O R D S 25 ' C R O S S A C C E S S E A S E M E N T 25' CROSS ACCESS EASEMENT 25' CROSS ACCESS EASEMENT TIE INTO EXISTING C&G AT THIS POINT ℄ O F D R I V E T O NO R T H E R N ⅊ ℄IM P R O V E M E N T S ℄ O F D R I V E T O SO U T H E R N ⅊ ℄ O F D R I V E T O ℄ N E A R E S T D R I V E W A Y TX D O T R I G H T O F W A Y TX D O T R I G H T O F W A Y 6" INTERGRALCURB PER TXDOT STDS EA. SIDE OF DRIVE TIE INTO EXISTING C&G AT THIS POINT NEW CONC. SWALE PAVING PER TXDOT STDS. CONC. DRIVEWAY PAVING PER TXDOT STDS. Dial 811 Or Call 800-632-4949 before you dig. Know what's Call below.C 3.1 A SITE PLAN SCALE: 1" = 40'NORTH SITE PLAN GRAPHIC SCALE SHEET PROJECT NO. DWG FILE - SCALE:AS SHOWN SEAL PROJECT Construction Documents PREPARED FOR: DATE:11.01.2022 21001.03 21001.03. dwg.com OMNI CONSULTING SERVICES 401 Westpark Court Suite 200 Peachtree City, Ga 30269 ph: 770.302.1701 fax: 770.818.5663 PROJECT MANAGER ENGINEER SC H E R T Z S T O R A G E PETER R. SECKINGER, PE (941) 525-2934 2940 KERRY FOREST PKWY SUITE 101 TALLAHASSEE, FL 32309 #DATE & BY CLIENT SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 WHEEL STOPS (TYP @ S/W) WHEEL STOPS (TYP @ S/W) 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S F.H. F.H. F.H. F.H. F.D.C. MA T C H L I N E PROJECT LEGEND STANDARD ASPHALT PAVING SECTION (PER GEOTECHICAL) CONCRETE SIDEWALK (PER GEOTECHNICAL) LANDSCAPE OR GRASSED AREA CITY OF SCHERTZ APPROVAL STAMP ACCORDING TO FLOOD INSURANCE RATE MAP 48091C0485F, DATED 9/2/2009 IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YEAR FLOODPLAIN. SCALE: 1" =2000' 2252 3009 482 376 376 376 382 377 1103 35 NACOG D O C H E S ROAD NORTHCLIFFE SUBDIVISION DANVILLE MIDDLE SCHOOL PROJECT LOCATION OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS VOLUME PAGE(S) EXISTING CONTOURS STREET CENTERLINE EXISTING ZONING BOUNDARY LINE FEMA 100-YEAR FLOODPLAIN LINE 1/2" IRON ROD FOUND FOUND TYPE III TXDOT MONUMENT LEGEND O.P.R.C.C. VOL. PG. GENERAL NOTES: ALL WORK AND MATERIALS SHALL COMPLY WITH ALL AHJ REGULATIONS AND CODES, O.S.H.A. STANDARDS AND PROJECT S SPECIFICATIONS. MOST STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL REFER TO THE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS, PRECISE BUILDING DIMENSIONS, ARTICULATIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SOD, GRASS SEED AND/OR LANDSCAPING. WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. REFER TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION. ALL LANDSCAPING WILL BE IRRIGATED BY A PERMANENT UNDERGROUND IRRIGATION SYSTEM.. ALL NECESSARY INSPECTIONS, APPROVALS, AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR AUTHORITIES SHALL BE COMPLETED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL CERTIFICATION OF SERVICES. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN PERFORMING CONSTRUCTION ACTIVITIES IN THE VICINITY OF EXISTING UTILITIES. EXISTING UTILITIES THAT CONFLICT WITH THE PLANNED IMPROVEMENTS SHALL BE RELOCATED OR LOWERED IN PLACE BY THE CONTRACTOR TO MEET THE SEPARATION AND MINIMUM REQUIREMENTS ESTABLISHED BY LOCAL CODE. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF THE CONSTRUCTION MANAGER A MIN. OF 72 HOURS PRIOR TO ANY PLANNED DISRUPTION TO UTILITY SERVICES. TEMPORARY UTILITY SERVICES SHALL BE USED IF REQ'D. ANY COSTS ASSOCIATED WITH THIS WORK SHALL BE IN THE CONTRACTOR'S LUMP SUM PRICE FOR THE OVERALL PROJECT. ALL SIDEWALK TO BE FLUSH WITH ASPHALT SO NO ADA RAMPS ARE REQUIRED FOR THIS PROJECT. ACCESSIBLE PARKING SPACE TYP. REFER TO GEOTECHNICAL REPORT FOR ALL PAVING SECTION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO SUBGRADE PREPARATION, REINFORCEMENT AND JOINT CONSTRUCTION. OWNER/APPLICANT: SATX DEVELOPMENT LLC. BHARGAV MADHANI 336 GEORGIA AVENUE, SUITE 204 NORTH AGUSTA, SOUTH CAROLINA 29841 PHONE: (858) 699-0067 SURVEYOR: MARCO A. ANDRADE, R.P.L.S. BAIN MEDINA BAIN, INC. 7073 SAN PEDRO AVENUE SAN ANTONIO, TEXAS 78216 PHONE: (210) 494-7223 ENGINEER: PETER R. SECKINGER, PE (941) 525-29342940 KERRY FOREST PKWY SUITE 101 TALLAHASSEE, FL 32309 PARCEL INFORMATION: OWNER: SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 858-922-4439 PROPOSED USE: Office/Flex Space & Self-Storage ZONING DISTRICT: M-1 & GB PARCEL ID# : 73256 SITE AREA: 7.776 ac or 338,722.56 sf COMAL COUNTY CLERK FILE: #202206017018 (O.P.R.C.C) PARKING REQUIREMENTS: Buildings = OFFICE BUILDING A 2,000 sf office (Storage Facility) (1 Parking Space per 250 sf of office) 2,000 / 250 = 8 Parking Spaces Required: 1,200 sf office (1 Parking space per 250 sf of office) 6 x 1,200 = 7,200 sf. 7,200 / 250 = 29 parking spaces required STORAGE BUILDING C Three story storage building (1 parking space per 3,000 sf of storage.) Total Square Footage = 72,000 sf 72,000 / 3000 = 24 parking spaces required STORAGE BUILDING D Single story storage building (1 parking space per 3,000 sf of storage). Total Square Footage = 26,000 sf 26,000 / 3000 = 9 parking spaces required Total Parking Required for this phase = 70 parking spaces required. Total Parking Provided for this phase = 70 parking spaces Handicap Parking Required = 3 Spaces Handicap Parking Proposed = 4 Spaces . BUILDING DATA: BUILDING A: 9,200 s.f. - SINGLE STORY BUILDING C: 24,000 s.f. - PER FLOOR / 72,000 s.f. TOTAL BUILDING D:26,000 s.f. - SINGLE STORY TOTAL FLOOR AREA: 59,200 s.f. FLOOR AREA RATIO (FAR): 0.174 MAX BLDG HEIGHT: 42'-0" BLDG "A" MAX BLDG HEIGHT: 47'-0" BLDG "C" MAX BLDG HEIGHT: 22'-8" BLDG "D" IMPERVIOUS AREA: PHASE I BUILDINGS: 59,200 s.f. or 17% PAVING & SIDEWALKS: 102,414 s.f or 31% TOTAL: (INCL. BLDG) AREA: 161,614 s.f. or 48% ACCESS IS FROM I 35 NORTH FRONTAGE ROAD & FM 482 ALL UTILITIES ARE EXISTING AND ONSITE . NEW 12'x12'x8'(H) DUMPSTER ENCLOSURE CONSTRUCTED OF MASONARY WALLS AND SOLID METAL GATESPER CITY OF SCHERTZ REQUIREMENTS 100 YR FLOOD ZONE PER FEMA PANEL S/W TO BE FLUSH W/ PAVING ALONG ENTIREPARKING S/W TO BE FLUSH W/ PAVING ALONG ENTIREPARKING 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 8.REV PER CITY 9.3.24 11.REV PER CITY 7.25.25 12.REV PER CITY 9.3.25 UTILITY INFORMATION: GAS: CENTERPOINT ENERGY 800-427-7142 ELECTRICITY: GVEC 830-386-4415 INTERNET/CABLE: AT&T 800-449-7928 WATER: CITY OF SCHERTZ 210-619-1100 & GREEN VALLEY SUD 830-914-2330 WASTE WATER: (NOT AVAILABLE) CITY OF SCHERTZ 210-619-1100 13.REV PER CITY 10.5.25 14.REV PER CITY 11.15.25 01/20/2026 9:14:38 AM Ap Certified By: William Willingham, Planner Planning and Community Development02/06/2026 8:57:42 AM Ap Approved By: William Willingham, Planner Planning & Community Development BUILDING "D" 200' x 130' ONE STORY STORAGE BUILDING NO OFFICE LOCATED IN BUILDING R5 R5 R5 R5 R5 0 LA N D S C A P E AR E A 3030 40' 26 25 25 PR O P . 2 4 ' F I R E L A N E SWMF v v 5' SIDE LANDSCAPE BUFFER 5' SIDE LANDSCAPE BUFFER 24 24 ' 5 LANDSCAPEAREA LANDSCAPEAREA R 5 0 R 5 0 R5 0 R5 0 9 5' 5' R10 R10 R25 R25 PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE PROP. 24' FIRE LANE R50 PR O P . 2 4 ' F I R E L A N E F M 4 8 2 ( R . O . W . V A R I E S ) POINT OF BEGINNING N = 13775691.05 E = 2206267.46 N 3 8 ° 5 3 ' 5 4 " E 2 2 3 . 2 3 ' 65'40' 25' 2 7 . 5 ' R O W D E D I C A T I O N T O T H E C I T Y O F S C H E R T Z 92.5' 67.5' 25' R . O . W . R . O . W . R . O . W . 2 5 ' C R O S S A C C E S S E A S E M E N T 2 0 ' L A N D S C A P E B U F F E R 1 4 ' U T I L I T Y E A S E M E N T UTILITY WATER VALVE UTILITY WATER VALVE R . O . W . CL TIE INTO EXISTING PAVING AT THIS POINT ℄ O F D R I V E T O W E S T E R N ⅊ ℄ I M P R O V E M E N T S ℄ O F D R I V E T O W E S T E R N ⅊ ℄ O F D R I V E T O ℄ N E A R E S T D R I V E W A Y C U R R E N T R I G H T O F W A Y CONC. DRIVEWAY PAVING PER TXDOT STDS. TIE INTO EXISTING PAVING AT THIS POINT EXISTING GRAVEL DRIVE TO BE REMOVED SILT FENCING NEW DOUBLE 12' WIDE SWING GATE W/ FD KNOX BOX NEW 6' HIGH CHAIN LINK FENCING (BLACK VINYL) NEW 6' HIGH CHAIN LINK FENCING (BLACK VINYL) Dial 811 Or Call 800-632-4949 before you dig. Know what's Call below. C 3.1B SITE PLAN SCALE: 1" = 40'NORTH SITE PLAN GRAPHIC SCALE SHEET PROJECT NO. DWG FILE - SCALE:AS SHOWN SEAL PROJECT Construction Documents PREPARED FOR: DATE:11.01.2022 21001.03 21001.03. dwg.com OMNI CONSULTING SERVICES 401 Westpark Court Suite 200 Peachtree City, Ga 30269 ph: 770.302.1701 fax: 770.818.5663 PROJECT MANAGER ENGINEER SC H E R T Z S T O R A G E PETER R. SECKINGER, PE (941) 525-2934 2940 KERRY FOREST PKWY SUITE 101 TALLAHASSEE, FL 32309 #DATE & BY CLIENT SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 19 4 3 3 I H 3 5 N SC H E R T Z S T O R A G E C E N T E R S U B D I V I S I O N LO T # 1 , B L O C K # 1 TA X P A R C E L # 7 3 2 5 6 SC H E R T Z , C O M A L C O U N T Y , T E X A S F.D.C. F.H. F.H. F.D.C. MA T C H L I N E 100 YR FLOOD ZONE PER FEMA PANEL PROJECT LEGEND STANDARD ASPHALT PAVING SECTION (PER GEOTECHICAL) CONCRETE SIDEWALK (PER GEOTECHNICAL) PARCEL INFORMATION: OWNER: SATX DEVELOPMENT LLC 1035 E VISTA WAY VISTA, CA 92084-4606 858-922-4439 PROPOSED USE: Office/Flex Space & Self-Storage ZONING DISTRICT: M-1 & GB PARCEL ID# : 73256 SITE AREA: 7.776 ac or 338,722.56 sf COMAL COUNTY CLERK FILE: #202206017018 (O.P.R.C.C) PARKING REQUIREMENTS: Buildings = OFFICE BUILDING A 2,000 sf office (Storage Facility) (1 Parking Space per 250 sf of office) 2,000 / 250 = 8Parking Spaces Required: 1,200 sf office (1 Parking space per 250 sf of office) 6 x 1,200 = 7,200 sf. 7,200 / 250 = 29 parking spaces required STORAGE BUILDING C Three story storage building (1 parking space per 3,000 sf of storage.) Total Square Footage = 72,000 sf 72,000 / 3000 = 24 parking spaces required STORAGE BUILDING D Single story storage building (1 parking space per 3,000 sf of storage). Total Square Footage = 26,000 sf 26,000 / 3000 = 9 parking spaces required Total Parking Required for this phase = 70 parking spaces required. Total Parking Provided for this phase = 70 parking spaces Handicap Parking Required = 3 Spaces Handicap Parking Proposed = 4 Spaces BUILDING DATA: BUILDING A: 9,200 s.f. - SINGLE STORY BUILDING C: 24,000 s.f. - PER FLOOR / 72,000 s.f. TOTAL BUILDING D:26,000 s.f. - SINGLE STORY TOTAL FLOOR AREA: 59,200 s.f. FLOOR AREA RATIO (FAR): 0.174 MAX BLDG HEIGHT: 42'-0" BLDG "A" MAX BLDG HEIGHT: 47'-0" BLDG "C" MAX BLDG HEIGHT: 22'-8" BLDG "D" IMPERVIOUS AREA: PHASE I BUILDINGS: 59,200 s.f. or 17% PAVING & SIDEWALKS: 102,414 s.f or 31% TOTAL: (INCL. BLDG) AREA: 161,614 s.f. or 48% ACCESS IS FROM I 35 NORTH FRONTAGE ROAD & FM 482 ALL UTILITIES ARE EXISTING AND ONSITE . LANDSCAPE OR GRASSED AREA CITY OF SCHERTZ APPROVAL STAMPACCORDING TO FLOOD INSURANCE RATE MAP 48091C0485F, DATED 9/2/2009 IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YEAR FLOODPLAIN. NEW 24' PAVED FIRE APPARATUS ACCESS ROAD SCALE: 1" =2000' 2252 3009 482 376 376 376 382 377 1103 35 NACO G D O C H E S ROAD NORTHCLIFFE SUBDIVISION DANVILLE MIDDLE SCHOOL PROJECT LOCATION OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS VOLUME PAGE(S) EXISTING CONTOURS STREET CENTERLINE EXISTING ZONING BOUNDARY LINE FEMA 100-YEAR FLOODPLAIN LINE 1/2" IRON ROD FOUND FOUND TYPE III TXDOT MONUMENT LEGEND O.P.R.C.C. VOL. PG. GENERAL NOTES: ALL WORK AND MATERIALS SHALL COMPLY WITH ALL AHJ REGULATIONS AND CODES, O.S.H.A. STANDARDS AND PROJECT S SPECIFICATIONS. MOST STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL REFER TO THE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS, PRECISE BUILDING DIMENSIONS, ARTICULATIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SOD, GRASS SEED AND/OR LANDSCAPING. WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. REFER TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION. ALL LANDSCAPING WILL BE IRRIGATED BY A PERMANENT UNDERGROUND IRRIGATION SYSTEM.. ALL NECESSARY INSPECTIONS, APPROVALS, AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR AUTHORITIES SHALL BE COMPLETED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL CERTIFICATION OF SERVICES. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN PERFORMING CONSTRUCTION ACTIVITIES IN THE VICINITY OF EXISTING UTILITIES. EXISTING UTILITIES THAT CONFLICT WITH THE PLANNED IMPROVEMENTS SHALL BE RELOCATED OR LOWERED IN PLACE BY THE CONTRACTOR TO MEET THE SEPARATION AND MINIMUM REQUIREMENTS ESTABLISHED BY LOCAL CODE. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF THE CONSTRUCTION MANAGER A MIN. OF 72 HOURS PRIOR TO ANY PLANNED DISRUPTION TO UTILITY SERVICES. TEMPORARY UTILITY SERVICES SHALL BE USED IF REQ'D. ANY COSTS ASSOCIATED WITH THIS WORK SHALL BE IN THE CONTRACTOR'S LUMP SUM PRICE FOR THE OVERALL PROJECT. ALL SIDEWALK TO BE FLUSH WITH ASPHALT SO NO ADA RAMPS ARE REQUIRED FOR THIS PROJECT. ACCESSIBLE PARKING SPACE TYP. REFER TO GEOTECHNICAL REPORT FOR ALL PAVING SECTION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO SUBGRADE PREPARATION, REINFORCEMENT AND JOINT CONSTRUCTION. OWNER/APPLICANT: SATX DEVELOPMENT LLC. BHARGAV MADHANI 336 GEORGIA AVENUE, SUITE 204 NORTH AGUSTA, SOUTH CAROLINA 29841 PHONE: (858) 699-0067 SURVEYOR: MARCO A. ANDRADE, R.P.L.S. BAIN MEDINA BAIN, INC. 7073 SAN PEDRO AVENUE SAN ANTONIO, TEXAS 78216 PHONE: (210) 494-7223 ENGINEER:PETER R. SECKINGER, PE (941) 525-2934 2940 KERRY FOREST PKWY SUITE 101TALLAHASSEE, FL 32309 EXISTING GRAVEL DRIVE FOR MATERIALS YARD NEW 24' WIDE - DOUBLE 12' SWING GATE NEW 6' CHAIN-LINK FENCING NEW 6' CHAIN-LINK FENCING 9.REV PER CITY 11.23.24 10.REV PER CITY 3.13.25 8.REV PER CITY 9.3.24 11.REV PER CITY 7.25.25 12.REV PER CITY 9.3.25 UTILITY INFORMATION: GAS: CENTERPOINT ENERGY 800-427-7142 ELECTRICITY: GVEC 830-386-4415 INTERNET/CABLE: AT&T 800-449-7928 WATER: CITY OF SCHERTZ 210-619-1100 & GREEN VALLEY SUD 830-914-2330 WASTE WATER: (NOT AVAILABLE) CITY OF SCHERTZ 210-619-1100 13.REV PER CITY 10.5.25 14.REV PER CITY 11.15.25 01/20/2026 9:14:48 AM Ap Certified By: William Willingham, Planner Planning and Community Development02/06/2026 8:57:53 AM Ap Approved By: William Willingham, Planner Planning & Community Development