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PLSPR20260063- 152 Windy Meadows- Approved Site PlanCO E CO CO /////////////////////////////////////////////////// ////////////////////////////////////////////////////// OHUOHUOHU / // /////////////////////////////////////// UG W OH U OH U OHUOHUOHUOHUOHU // // // // // UGWW UGWW UGWW UGWW UGWW UGWW UGWW UGWW UGWW UGWW UGWW UGWW UGW UGW UGW UGW UGW UGW UGW UGW UGW UGW UGW UGW UGW UG W W UG W UGW OH U OH U OH U © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin 20'0'40'10' SCALE IN FEET C1.0 LEGEND PROPERTY LINE EXISTING UNDERGROUND WATER MAIN EXISTING OVERHEAD POWER EXISTING UNDERGROUND WASTEWATER MAIN RIGHT OF WAY PROPOSED CONCRETE PAVEMENT/ASPHALT PROPOSED FENCE EASEMENT LINE PROPOSED STRUCTURE NOTES: 1.ALL UTILITY SYMBOLS SHOWN REPRESENT APPROXIMATE LOCATIONS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL REFER TO THE APPROPRIATE AGENCY'S STANDARD SPECIFICATIONS AND INSTALLATION DETAILS FOR ACTUAL LOCATIONS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE TEXAS ONE CALL CENTER, AND FIELD VERIFY EXACT LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.ACCORDING TO FLOOD INSURANCE RATE MAP PANEL 48187C0210F, DATED 11/2/2007, IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YR FLOODPLAIN. 3.PROPERTY ZONING: GB-2 4.30' TEXACO PIPELINE EASEMENT VOL. 104, PG. 133, O.P.R.G.C.T. TERMINATED VIA RECORDED DOCUMENT 202599031509 O.P.R.G.C.T. WARNING - OVERHEAD POWER LINES CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF OVERHEAD POWER LINES. KEYNOTES EXISTING E-01 EXISTING 6' CHAIN LINK FENCE E-02 EXISTING FIRE HYDRANT E-03 EXISTING PARKING STALL 9'X18' TYPICAL, (TO REMAIN) E-04 EXISTING ADA PARKING STALL 9'X18' TYPICAL, (TO REMAIN) E-05 EXISTING PARALLEL PARKING TO BE REMOVED E-06 EXISTING STRIPING TO BE REMOVED E-07 EXISTING WATER SERVICE METER AND BACKFLOW E-08 EXISTING WATER MAIN E-09 EXISTING SEWER SERVICE CLEANOUT E-10 EXISTING SEWER MANHOLE E-11 EXISTING COVERED ENTRY WAY E-12 EXISTING FIRE LANE PROPOSED P-01 PROPOSED DUMPSTER PAD AND ENCLOSURE WITH MASONRY WALLS 12'X12'X8' MIN. WITH SOLID METAL GATES. (REF: ARCHITECTURE PLANS) P-02 PROPOSED 9'X18' PARKING STALL WITH WHEEL STOP (TYP.) P-03 PROPOSED PARALLEL PARKING STALL AND STRIPING (TYP.) P-04 PROPOSED FENCE WITH GATE AND KNOX BOX (REF: ARCHITECTURAL PLANS) P-05 PROPOSED EDGE OF PAVEMENT TO CONNECT TO EXISTING EDGE OF PAVEMENT. P-06 PROPOSED CONCRETE EXPANSION FOR 9'X18' PARKING STALL P-07 PROPOSED AWNING COLUMNS P-08 PROPOSED FIRE LANE MODIFICATION P-09 PROPOSED BUILDING REVISION (RE: ARCH PLANS) P-10 PROPOSED GRAVEL REFERENCE LANDSCAPE PLANS XX PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE WINDY MEADOWS DR 60' RIGHT OF WAY E4 PROPERTY GROUP LLC 152 WINDY MEADOWS SCHERTZ TX 78154 (TO REMAIN) WINDY MEADOWS LOT 17, BLOCK 2 DEED: 202299016238 PRGCT (GB-2) GENERAL BUSINESS II EX I S T I N G P A V E D PA R K I N G L O T PROPERTY LINE PROPOSED FREE STANDING AWNING 30' T E X A C O P I P E L I N E E S M T VOL. 1 0 4 , P G . 1 3 3 , O . P . R . G . C . T . (ABA N D O N E D P I P E L I N E ) 10' BLDG. SETBACK LINE VOL. 5, PG. 50A, M.P.R.G.C.T. 10' BLDG. SETBACK LINE VOL. 5, PG. 50A, M.P.R.G.C.T. EXISTING CONCRETE PAVEMENT/ASPHALT EXISTING FENCE E4 P R O P E R T Y G R O U P L L C WIN D Y M E A D O W S LO T 1 6 A N D 1 7 AM E N D I N G P L A T O F W I N D Y ME A D O W S V O L . 5 , P G . 5 0 A M.P . R . G . C . T . D O C . N O . 20 2 2 9 9 0 1 6 2 3 8 , O . P . R . G . C . T . 2.0 0 A C E R E S (G B - 2 ) G E N E R A L B U S I N E S S I I PR I M E R E S O U T H P A R T N E R S L P WIN D Y M E A D O W S S U B D I V S I O N BL C K 2 L O T 3 4 (G B - 2 ) G E N E R A L B U S I N E S S I I DEVELOPMENT TEAM CONTACT INFORMATION 18.00' TYP. 20.00' UTIL. ESMT. VOLUME 5 PAGE 50A PRGCT 20' WATER LINE ESMT. VOLUME 578, PAGE 780 DRGCT 30.00' DRAINAGE ESMT. VOLUME 5 PAGE 50A PRGCT EX I S T I N G B U I L D I N G CITY OF SCHERTZ REVIEW BLOCK PROPERTY SUMMARY TABLE: 1.PROPOSED USE: OFFICE / WAREHOUSE SEE OCCUPANT LOAD TABLE 2.PROPERTY ZONING: GB-2 3.LOT AREA: 1.00 AC, 43,560 SF 4.NET INCREASE IMPERVIOUS COVER: 9,633.00 SF 22.11% 5.TOTAL IMPERVIOS COVER 28,773.00 SF 66.05% EXISTING: 19,140 SF PROPOSED: 28,773 SF 6.BUILDING AREA: 8,890 SF 7.BUILDING HEIGHT: 20' APPROXIMATE EXISTING 8.OFFICE PARKING: OFFICE SQUARE FOOTAGE: 4,998 SQFT 1 SPACE FOR EVERY 250 SQFT OF OFFICE SPACE 4,998 / 250 = 19.992 REQUIRED PARKING SPACES WAREHOUSE PARKING: WAREHOUSE SQUARE FOOTAGE: 2,855 SQFT 1 SPACE FOR EVERY 1,000 SQFT OF WAREHOUSE SPACE 2,855 / 1000 = 2.855 REQUIRED PARKING SPACES TOTAL PARKING: 19.992 + 2.855 = 22.847 = 23 REQUIRED PARKING SPACES 7.TOTAL PARKING: 23 REQUIRED / 14 EXISTING, 9 PROPOSED 8.ADA PARKING STALLS: 2 REQUIRED / 2 EXISTING 9.DWELLING UNITS: 0 52.17' LANDSCAPE AREA LANDSCAPE AREA 9.00' TYP. PROPOSED GRAVEL REFERENCE LANDSCAPE PLANS PR O P O S E D S I T E P L A N EX. 24.00' FIRE LANE LIMITS OF DISTURBANCE ±13,166 sq ft VICINITY MAP 1" = 1000' APPROXIMATE PROJECT LOCATION IMPERVIOUS COVER 1000'0'2000'500' SCALE IN FEET BY RE V . DA T E DE S C R I P T I O N RE V I S I O N S DRAWN BY: QA/QC BY: PROJECT NO.: PERMIT #: TNT TNT ###-#### DWG: Z:\025-0008 Absolute Communication Parking Lot\40-Design\AutoCAD\Exhibits\PSITE-INITIAL.dwg USER: NathanielAlvarado DATE: Jan 08, 2026 1:03pm XREFS: 025-0008 EBASE 025-0008 PBASE TBLK_24X36 COV-001 CONTACT: 645 FLORAL AVE, STE C NEW BRAUNFELS, TX 78130 TEL: (830) 327-1235 TX2 ENGINEERING FIRM #: 20787 THIS DOCUMENT ISSUED ON UNDER THE AUTHORITY OF TREVOR TAST, P.E. (LICENSE NO. 124101) IS RELEASED FOR THE PURPOSE OF REVIEW ONLY. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. SHEET KNOW WHAT'S BELOW. 811 BEFORE YOU DIG. E N G INE E R I NG T X 2 08 January 2026 LO T 1 7 , B L O C K 2 , W I N D Y M E A D O W S U B D I V I S I O N 15 2 W I N D Y M E A D O W S SC H E R T Z , T X 7 8 1 5 4 YR : 2 0 2 5 LOT 15 AND 16 & LOT 17 BLOCK 1 METRO AMBULANCE, INC VOL. 1512,PG. 910, O.P.G.C.T. (GB-2) GENERAL BUSINESS II N59°27'00"E 129.85 (M) N60°07'00"E 129.85 (P) S59°42'00"W 129.85' (M) S60°22'00"W 129.85' (P) S3 0 ° 3 3 ' 0 0 " E 3 3 5 . 1 8 ( M ) S2 9 ° 5 3 ' 0 0 " E 3 3 5 . 1 9 ( P ) S3 0 ° 3 3 ' 0 0 " E 3 3 5 . 7 5 ( M ) S2 9 ° 5 3 ' 0 0 " E 3 3 5 . 7 5 ( P ) 20' TYP. 9.00' TYP. OCCUPANT LOAD TABLE ROOM NAME FUNCTION AREA / LOAD FACTOR = OCC. LOAD SQUARE FT.FACTOR OCCUPANTS OFFICES WORKING AREA 538 S.F./5 OPEN AREA CONCENTRATED BUSINESS 597 S.F. WAREHOUSE STORAGE IT ROOM TECH ROOM TRAINING ROOM PRINTER ROOM H/R ROOM CIRCULATION EXISTING CIRCULATION EXISTING OFFICES LOBBY BREAK ROOM EXISTING WAREHOUSE RESTROOM EXISTING STORAGE WORKING AREA STORAGE WORKING AREA WORKING AREA WORKING AREA PREPARATION WORKING AREA N/A WORKING AREA ASSEMBLY WORKING AREA CONCENTRATED BUSINESS STORAGE N/A N/A 740 S.F. 94 S.F. 397 S.F. 280 S.F. 475 S.F. 75 S.F. 60 S.F. 265 S.F. 330 S.F. 977 S.F./3 667 S.F. 114 S.F. 1927 S.F. 223 S.F. 94 S.F. 1/300 300 GROSS 1/150 200 GROSS 0 1/50 1/15 1/300 328 GROSS 3 14 1/150 1/150 1/150 1/150 1/150 1/50 0 0 5 1 3 2 4 1 1 0 0 7 7 7 0 1 12 TOTAL BUILDING OCCUPANTS = 68 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24.00' EX. DRIVEWAY SPACING 90° 90° UGW UGWW P-02 E-01 P-04 P-05 E-02 E-03 E-04 E-03 E-06 E-05 P-01 P-06 E-08 E-07 E-09 E-09 E-10 P-07 P-07 P-08 E-01 E-01 E-01 E-11 P-09 P-10 6' EX. SIDE WALK 5' EX. SIDE WALK 23 5.00' EXISTING WATER METER EXISTING UTILITIES-NO WARRANTY/ CONTRACTOR RESPONSIBILITY EXISTING UTILITY LOCATIONS SHOWN ON THESE PLAN ARE SCHEMATIC AND APPROXIMATE ONLY AND ARE BASED ON LIMITED INFORMATION, INCLUDING AVAILABE RECORDS AND VISIBLE SURFACE INDICATORS. NO WARRANTY, EXPRESS OR IMPLIED, IS MADE REGARDING THE ACCURACY OR COMPLETENESS OF THE UTILITY INFORMATION SHOWN. NO SUBSURFACE UTILITY ENGINEERING (SUE), POTHOLING, OR FIELD VERIFICATION WAS PERFORMED AS PART OF THIS WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THE EXISTENCE, LOCATION, DEPTH, AND CONDITION OF MALL EXISTING UTILITIES PRIOR TO AND DURING CONSTRUCTION. ANY DISREPANCIES OR CONFLICTS SHALL BE IMMEDIATLY REPORTED TO THE ENGINEER OF RECORD. THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR UTILITY CONFLICTS, DAMAGES, DELAYS, OR ADDITIONAL COST RESULTING FROM UNDICOVERED OR INACCURATELY LOCATED UTILITIES. E-12 E-12 EX. 24.00' FIRE LANE P-08 HOSE PULL LENGTH FROM THE STREET HYDRANT DISTANCE HOSE PULL LENGTH FROM FIRE LANE 01/09/2026 02/06/2026 2:49:04 PM Ap Certified By: William Willingham, Planner Planning and Community Development 03/26/2026 2:47:11 PM Ap Approved By: William Willingham, Planner Planning & Community Development MUL EDG EDG MUL SOD SOD GRA EDG EXISTING FENCE TO REMAINLIMTS OF WORK L1 1 LA N D S C A P E P L A N BY: BY: CHECKED LOCATION: APPROVED OF DATE: FILE FILE NAME: BY: SHEETS SHEET 7/6/2025 DRAWN #REVISIONS DATE BAF BAF 5 BAF ABSOLUTE COMM. L_25 (210) 296-7319 5327 ARGYLE WAY SAN ANTONIO, TX 78247 H ISTEC CT T E SA ET S T A I REG 22 OF 87 ET X C R LDRE CAANDSEP A I R E RFYLDARB E H AB S O L U T E C O M M U N I C A T I O N S 15 2 W I N D Y M E A D O W S D R I V E , SC H E R T Z , T E X A S 7 8 1 5 4 1518 WIND Y M E A D O W S COM M E R C I A L NELL D E A N E PECA N MASK E R D MEAD O W V I E W O A K S T SCHERTZ SOCCER COMPLEX LANDSCAPE PLAN LOCATION MAP SCALE: 1:750 SITE SCHERTZ, TX NOTE: THE SITE INFORMATION SHOWN ON THIS PLAN IS FROM A SITE PLAN PROVIDED BY THE OWNER, ARCHITECT, OR CIVIL ENGINEERING COMPANY HIRED BY THE OWNER. VERIFY ALL DIMENSIONS WITH THE DIMENSIONAL CONTROL PLAN AND COORDINATE WITH ALL OTHER CONTRACT DOCUMENTS ASSOCIATED WITH THIS PROJECT. N O R T H LANDSCAPE LEGEND EXISTING TREE TO REMAIN PROPERTY LINE 0 feet40 1" = 20' 20 60 80 TREES TO BE SIZED AT D.B.H. PER CITY OF SCHERTZ REQUIRMENTS* SCHERTZ MAINTENANCE REQUIREMENTS 1. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE AREAS. THE AREAS SHALL BE MAINTAINED SO AS TO PRESENT A HEALTHY, NEAT, AND ORDERLY APPEARANCE AT ALL TIMES. 2. SHOULD ANY OF THE PLANT MATERIAL USED IN ANY LANDSCAPING REQUIRED UNDER THIS SECTION DIE, THE OWNER OF THE PROPERTY SHALL HAVE NINETY (90) DAYS AFTER NOTIFICATION FROM THE CITY TO OBTAIN AND INSTALL SUITABLE REPLACEMENT PLANT MATERIAL. 3. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS, AND OTHER MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED ACCORDING TO AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (AN&LA) STANDARDS. 6. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. MUL HARDWOOD MULCH DOUBLE SHREDDED 4" DEPTH NOTE: 1.EACH NEW TREE IS TO BE GROWN IN A NURSERY (NOT FIELD DUG). 2.BID "UNIT" PRICES FOR ALL ITEMS 3.QUANTITIES ON THE PLANS ARE ESTIMATES ONLY. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES AND IS RESPONSIBLE FOR INCLUDING IN THE BID THE PLANTING AND/OR INSTALLATION OF ALL ITEMS SHOWN ON THE PLAN IN ACCORDANCE WITH THE SPECIFICATION. ANY ERRORS ON THE PLAN OR QUANTITIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, BY THE CONTRACTOR, PRIOR TO SUBMITTAL OF THIS BID. 4.ALL TREES TO HAVE SINGLE, STRAIGHT, UNCUT LEADER, UNLESS OTHERWISE NOTED. 5.ALL TREES TO BE MEASURED AT DIAMETER-AT-BREAST-HEIGHT (D.B.H.) AS PER CITY OF SCHERTZ REQUIREMENTS. SYMBOL CODE DESCRIPTION SIZE/ CONDITION LANDSCAPE MATERIAL SCHEDULE EDG EDGING ALUMINUM EDGER 3/16" x 4" STAKED; POWDER COATED GREEN REFER TO 03/SHT. L2 CITY OF SCHERTZ LANDSCAPE ORDINANCE ZONING "GENERAL BUSINESS 2" PERIMETER AREAS · 5' REAR PERIMETER AREA PROVIDED ALONG: · SOUTH GB-2 ZONED PROPERTY - 130 LF REQUIRED PROVIDED 5 LF PERIMETER AREA WIDTH REQUIRED √ 1.3 = (2) LARGE SPECIES TREES REQUIRED √ · 5' SIDE PERIMETER AREA PROVIDED ALONG: · WEST GB-2 ZONED PROPERTY - 149 LF REQUIRED PROVIDED 5 LF PERIMETER AREA WIDTH REQUIRED √ 1.5 = (2) LARGE SPECIES TREES REQUIRED √ · 5' SIDE PERIMETER AREA PROVIDED ALONG: · EAST GB-2 ZONED PROPERTY - 149 LF REQUIRED PROVIDED 5 LF PERIMETER AREA WIDTH REQUIRED √ 1.5 = (2) LARGE SPECIES TREES REQUIRED √ LANDSCAPE AREA GROSS LOT AREA = 43,559 SF ·REQUIRED LANDSCAPE AREA (20%) = 8,712 SF ·PROVIDED LANDSCAPE AREA (32.5%) = 14,194 SF SITE TREES (9 TREES PER ACRE) GROSS LOT AREA = 43,559 SF (1 ACRE) (43,559 / 43,560) x 9 = 9 TREES REQUIRED 9 TREES EXISTING PARKING LANDSCAPE GROSS PARKING AREA = 2,903 SF. ·REQUIRED INTERIOR LANDSCAPE AREA (10%) = 291 SF ·PROVIDED INTERIOR LANDSCAPE AREA (11%) = 339 SF INTERIOR PLANTING AREA 162 S.F. OF PLANTING AREA NO FURTHER APART THAN 20 SPACES. IRRIGATION ALL 'REQUIRED' LANDSCAPE AREAS SHALL BE MAINTAINED WITH A PERMANENT AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 7 EXISTING UNDERSIZED TREES TO REMAIN 3 EXISTING UNDERSIZED TREES TO REMAIN EXISTING BUILDING PROPOSED PARKING EXISTING TO REMAIN UNDISTURBED SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT CAL SIZE TREES CE 2 CEDAR ELM / ULMUS CRASSIFOLIA MATCHING SPECIMENS CONT.2.5" DBH 12`-14`H, 6`-7`S MO 3 MONTEREY OAK / QUERCUS POLYMORPHA 'MONTEREY' MATCHING SPECIMENS CONT.2.5" DBH 12`-14`H, 6`-7`S SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SIZE SHRUBS SG 3 AUTUMN SAGE / SALVIA GREGGII FULL, WELL ROOTED 1 GAL 8"-10"H - 8"-10"S NG 5 NEW GOLD LANTANA / LANTANA X `NEW GOLD` FULL, WELL ROOTED 1 GAL 6"-8"H, 6"-8"S HP 12 RED YUCCA / HESPERALOE PARVIFLORA FULL, WELL ROOTED 5 GAL 18"-24"H, 18"-24"S SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT GROUND COVERS SOD 3 SF BERMUDA GRASS / CYNODON DACTYLON `CELEBRATION` TIGHT SAND ROLLED JOINTS, FINISHED SOD TO BE WEED FREE. SOD PLANT SCHEDULE 198 GRA TEXAS BLEND RIVER GRAVEL ON 5oz. WEED BARRIER FABRIC 4" DEPTH, 2"-4" DIA., WASHED, WELL SORTED, AS SHOWN REFERENCE SHEET L2 / DETAIL 07 LIMITS 02/06/2026 2:40:32 PM Ap Certified By: William Willingham, Planner Planning and Community Development03/26/2026 2:49:21 PM Ap Approved By: William Willingham, Planner Planning & Community Development OPP C A1.2 A DOOR ELEVATION VIEW 5'-0"5'-0" TYPICAL GATE SECTION 1"6"6" 11'-2" A1.2 B 8'- 0 " 2" B A ELEVATION VIEWD A1.2 C ELEVATION VIEWC A1.2 D 8" CMU WALL 12'-0" 10 ' - 0 " PIPE BOLLARD REF. 2/A1.2 STANDARD DUMPSTER BY OWNER METAL PANEL STEEL GATE 11'-2" 6' TALL 6" DIA. STEEL BOLLARD 8'- 0 " 8" CMU WALL FINISH BOTH FACES OF SCREEN WALL W/ LOXON BLOCK PRIMER AND PAINT FINISH TO MATCH FIELD COLOR. 6" DIA. STEEL PIPE FILLED WITH CONCRETE 3'-6"3'-6" 1'-0"1'-0" 8" 2'- 6 " PAINT TO MATCH BUILDING COLOR CORRUGATED GALV. METAL PAINT TO MATCH BUILDING COLOR METAL PANEL WELDED TO 1 1/2" X 1 1/2" STEEL ANGLE FRAME. GATE HINGE STEEL BASE PLATE REF. STRUCTURAL LOCKABLE DROP RODS 8' - 0 " 8" CMU WALL FINISH BOTH FACES OF SCREEN WALL W/ LOXON BLOCK PRIMER AND PAINT FINISH TO MATCH FIELD COLOR. 8" CMU WALL PROVIDE CONCRETE COPING CONCRETE FOOTING REF. STRUCTURAL PROVIDE GATE LATCH FINISH BOTH FACES OF SCREEN WALL W/ LOXON BLOCK PRIMER AND PAINT FINISH TO MATCH FIELD COLOR. STEEL 6"X6" S.T. CAPPED HINGE POSTS VERT. REINFORCEMENT REF. STRUCT. PAVING REF. CIVIL 8'- 0 " 2' - 6 " 3' - 0 " 3" BOLLARD DETAIL2 Sheet No: Date: Drawn by: Job No: No:Description:Date: AB S O L U T E C O M M U N I C A T I O N S OF F I C E R E N O V A T I O N S Drawing Name: REVISIONS SC H E R T Z , T E X A S 84 NE LOOP 410 SUITE 282 SAN ANTONIO, TEXAS 210-325-8035 A T T S XETEFO SA25147 REGIS T E R E D ARC H I T E CT J UAN A.B E L LO MA R M O LEJO 1 DUMPSTER ENCLOSURE PLAN $02/06/2026 2:41:32 PM Ap Certified By: William Willingham, Planner Planning and Community Development 18 ' - 4 " 2'- 6 " 15 ' - 1 0 " 20'-1"1'-0"8'-1"1'-0"37'-7"2'-6"19'-0"12'-0"4'-1"12'-6"3'-0" 160'-9" 40'-1" 15 ' - 1 0 " 2' - 6 " 13 ' - 4 " REMOVE EXISTING GARAGE DOORS EXISTING GLASS DOOR EXISTING BUILDING EXISTING METAL DOWNSPOUTS EXISTING GARAGE DOOR TO REMAIN EXISTING METAL DOWNSPOUTS 18 ' - 4 " 2'- 6 " 15 ' - 1 0 " 20'-1"1'-0"8'-1"1'-0"37'-7"2'-6"19'-0"12'-0"4'-1"9"3'-0"5'-0"1'-0"5'-0"9"40'-1"1'-8"19'-0"1'-9" 11 ' - 3 " 1'- 7 " 12 ' - 1 0 " 183'-2" 15 ' - 1 0 " NEW WINDOW TO MATCH EXISTING FLUSH NEW WALL INFILL TO MATCH EXISTING STUCCO FINISH AND PAINT. EXISTING WINDOW TO REMAIN EXISTING DOOR TO REMAIN EXISTING GARAGE DOOR TO REMAIN COATED GALVANIZED METAL "R" PANEL SERIES NEW STEEL COLUMN REF. STRUCTURAL EXISTING METAL DOWNSPOUTS EXISTING METAL DOWNSPOUTS FRIDGE ROLL U P ROL L U P 1'-3"19'-0"2'-2"40'-1"120'-9" 183'-2" 11 ' - 3 " 3'- 5 " 1'- 9 " 16 ' - 4 " 15 ' - 1 0 " 2'- 6 " 18 ' - 4 " COATED GALVANIZED METAL "R" PANEL SERIES NEW STEEL COLUMN REF. STRUCTURAL EXISTING BUILDING EXISTING METAL DOWNSPOUTS EXISTING BUILDING EXISTING METAL DOWNSPOUTS EXISTING METAL DOWNSPOUTS 40'-1"120'-9" 160'-9" 15 ' - 1 0 " 2'- 6 " 18 ' - 4 " 15 ' - 1 0 " 2'- 6 " 18 ' - 4 " EXISTING BUILDING EXISTING METAL DOWNSPOUTS EXISTING BUILDING EXISTING METAL DOWNSPOUTS EXISTING METAL DOWNSPOUTS A3.0 6KHHW1R 'DWH 'UDZQE\ -RE1R 1R'HVFULSWLRQ'DWH AB S O L U T E C O M M U N I C A T I O N S OF F I C E R E N O V A T I O N S 'UDZLQJ1DPH 5(9,6,216 SC H E R T Z , T E X A S 84 NE LOOP 410 SUITE 282 SAN ANTONIO, TEXAS 210-325-8035 A T T S XETEFO SA25147 REGIS T E R E D ARC H I T E CT J UAN A.B E L LO MA R M O LEJO1DEMOLITION EXTERIOR ELEVATION 1 1 PROPOSED EXTERIOR ELEVATION 1 1 A3.0 2 DEMOLITION EXTERIOR ELEVATION 2 2 PROPOSED EXTERIOR ELEVATION 2 A3.0 2 02/06/2026 2:41:40 PM Ap Certified By: William Willingham, Planner Planning and Community Development 15 ' - 1 0 " 5"18'-8"12'-5"6'-4"1'-8"12'-4"1'-0"3'-0"9"9'-6"5'-1" 71'-1" NEW DOOR PAINT TO MATCH WALL COLOR EXISTING GARAGE DOOR TO REMAIN EXISTING GARAGE DOOR TO REMAIN PROVIDE METAL FASCIA STEEL BEAM REF. STRUCT. STEEL COLUMN REF. STRUCTURAL COATED GALVANIZED METAL "R" PANEL SERIES 111 18 ' - 4 " 19'-2"12'-4"7'-11"12'-4"1'-0"3'-0"15'-5" 15 ' - 1 0 " 71'-1" 18 ' - 4 " REMOVE EXISTING WALL EXISTING METAL DOWNSPOUTS EXISTING GARAGE DOOR TO REMAIN EXISTING GARAGE DOOR TO REMAIN PARTIALLY DEMOLISH EXISTING WALL TO ACCOMMODATE NEW DOOR EXISTING METAL DOWNSPOUTSEXISTING METAL DOWNSPOUTS 16'-0" GATE CHAIN LINK FENCE TO MATCH EXISTING 18 ' - 4 " 15 ' - 1 0 " 20'-6"50'-7" 71'-1" EXISTING BUILDING EXISTING METAL DOWNSPOUTS EXISTING METAL DOWNSPOUTS 16'-0" GATE GATE EQUIPMENT AS PER MANUFACTURER CHAIN LINK FENCE TO MATCH EXISTING FRIDGE ROLL U P ROL L U P Sheet No: Date: Drawn by: Job No: No:Description:Date: AB S O L U T E C O M M U N I C A T I O N S OF F I C E R E N O V A T I O N S Drawing Name: REVISIONS SC H E R T Z , T E X A S 84 NE LOOP 410 SUITE 282 SAN ANTONIO, TEXAS 210-325-8035 A T T S XETEFO SA25147 REGIS T E R E D ARC H I T E CT J UAN A.B E L LO MA R M O LEJO 1 PROPOSED EXTERIOR ELEVATION 3 $ 1 DEMOLITION EXTERIOR ELEVATION 3 2 EXTERIOR ELEVATION 4 1 A3.1 2 A3.1 02/06/2026 2:41:48 PM Ap Certified By: William Willingham, Planner Planning and Community Development