Loading...
Home Depot Approved Site Plan Documents Combined◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ ◄ STATIO N R D . (PROPO S E D 5 0 ' R . O . W . ) M E R I T L A N E O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOO O O O FW FW FW FW FW FW FW FW FW FW FW FW FW FWFWFWFWFWFWFWFWFW FW FW FW FW DW DW DW DW DW DW DW DW DW DW DW IR R IRR IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR UGT UGT UGT UGT UGT UG T UG T UG T UG T UG E UG E UG E UG E UG E UG E UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE S E E E E EE S FW FW FW FW FW GA S GA S GA S VET E R A N CU R B S I D E PIC K U P RESERVED LO A D - N - G O RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED CU R B S I D E PIC K U P CU R B S I D E PIC K U P CU R B S I D E PIC K U P 20 VET E R A N 16 9 LO A D - N - G O RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE N T A L RE N T A L RE N T A L RE N T A L RE N T A L RE N T A L 14 8 7 VA N VA N 9 8 16 13 RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RES E R V E D RES E R V E D RES E R V E D RES E R V E D 7 9 12 12 11 11 12 12 11 11 5 5 11 11 11 7 88 7 11 101010 10101111 O O OOOO O OOOOOOOO O O O O O OOOOO O O O O O OO O O OOOO O OOOO O O O OOOO O OOOOOOO O O O 14 8 LOADING ZONE LOADING ZONE LOADING ZONE LOADING ZONE LOADING ZONE SALES/DISPLAYS STAGING STAGING STAGING STAGING STAGING STAGING SALES/DISPLAYSSALES/DISPLAYS GARDEN CENTER 28,465 S.F. LUMBER PAD LUMBER CANOPY TRUCK DOCK THE HOME DEPOT BUILDING 108,001 S.F. GARDEN CENTER 28,465 S.F. 136,466 S.F. VERIFY ACTUAL BLDG. AREA WITH ARCHITECTURAL BLDG. PLAN FFE = 846.75' CONTRACTOR IS TO REFER TO THE HOME DEPOT SPECIFICATIONS. WHERE MORE STRINGENT THAN AGENCY HAVING JURISDICTION. THE HOME DEPOT SPECIFICATIONS SHALL BE FOLLOWED. SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS SALES/DISPLAYS F L F L FL FL FL FL FL FL FL FL FL FLFL FL FLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FLFL FL FLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL SEASONAL SALES AREA (9,999 SF, 44 PARKING STALLS STAGING STAGING FORKLIFT PROPANE PROPANE SALES AREA CART STORAGE AREA BOPIS LOCKERS TRC MATERIALS (886 SF) PLANT TABLE (TYP.) TRASH COMPACTOR ROLL-UP DOOR GC LOADING GENERATOR CANTILEVER RACK FIRE RISER ROOM ENTRY/EXIT ENTRY/EXIT GARDEN CENTER ENTRY.EXIT TRUCK WELL (3 BAYS) GARDEN CENTER LOADING MAINTENANCE ROOM CUSTOMER LUMBER LOADING DOOR S SS SS SS SS SS SS S S S S S S S W W W W W W W W W W W W W W W W W W W W W W FWW GAS FUT U R E GRE A S E TRA P LOC A T I O N E U G E E W W FW U G E U G E UG E UGE UGE UGT UGT UGT UGT O H E F W F W GA S FUTURE GREASE TRAP LOCATION FUTURE GREASETRAP LOCATION SEWER SEWER FUTURE GREASE TRAP LOCATION E 26 30 18 6 18 E UG E U G E U G E O H E UGE UGE UGT UGT U G T UG T U G T U G T U G T FUTURE GREASE TRAP LOCATION FUTUREGREASE TRAP LOCATION FUTURE GREASETRAPLOCATION 39 15 E UG E U G T UGT FUTURE GREASETRAP LOCATION FUTUREGREASE TRAP LOCATION 4"S S 6"SS 2"V 2"V 4"SS 4"G W SEWER SEWER 15 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W S S S S S S S S W W W W S S GAS GAS OHE OHE OHE OHE OHE UGE UG E UGE UGE UGE E UGE UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE GAS GAS GAS GAS GAS GAS G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GAS GA S GAS GAS GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS EXISTING 4" IP PLA GAS LINE (BASED ON CENTERPOINT ENERGY GAS MAPS, DATED 2/28/2025, REVISED 3/10/2025) 100' WIDE ELECTRIC EASEMENT VOL.431 PG.262-263 OPRGC FEMA ZONE AE 15' SEWER EASEMENT RIPPS-KREUSLER (VOL. 10, PG. 220-225) STATIO N R D . (VOL.10, PG. 2 7 7 - 2 8 3 ) P U L L M A N D R I V E ( V O L . 10 , P G . 2 7 7 - 2 8 3 ) LOT 7 BLOCK 1 (VOL.10, PG. 277-283) LOT 8 BLOCK 1 (VOL.10, PG. 277-283) LOT 9 BLOCK 1 (VOL.10, PG. 277-283) LOT 6 BLOCK 1 (VOL.10, PG. 277-283) LOT 5 BLOCK 1 (VOL.10, PG. 277-283) LOT 4 BLOCK 1 (VOL.10, PG. 277-283) PR I V A T E E V O D R I V E LOT 10 BLOCK 1 LOT 10 BLOCK 1 38 . 0 19 . 0 19 . 0 60 . 0 3 0 . 0 30 . 0 30 . 0 15 . 0 15 . 0 45 . 0 2 0 . 0 2 5 . 0 S41°52'46"W 326.56' S3 1 ° 1 1 ' 2 5 " E 65 9 . 7 4 ' S31°13'29"E 24.55' R =8 7 0 .0 0 ' ∆=1 4 °1 6 '1 6 " L =2 1 6 .7 0 ' C B =S 3 7 °5 9 '2 5 "W C =2 1 6 .1 4 ' PROPOSED DETENTION POND REF. PUBLIC INFRASTRUCTURE PLANS IMPROVEMENT PLANS FOR SCHERTZ STATION COMMERCIAL S3 1 ° 1 1 ' 2 9 " E 62 . 7 8 ' N48°07'14"W 10.00' S42°44'43"W 34.50' S42°44'43"W 55.74' 14' ELEC., GAS, & COMM. EASEMENT (VOL.10, PG. 277-283)EXISTING 12" PUBLIC WATER MAIN 15' LANDSCAPE BUFFER 20' BUILDING SETBACK PROPOSED PUBLIC 10" SEWER MAIN EXTENSION 15' PUBLIC UTILITY EASEMENT (VOL. 10, PG. 277-283) PROPERTY LINE VARIABLE WIDTH DRAINAGE EASEMENT DOC # 202499017122 OPRGC 9.0 9.019 . 0 19 . 0 26 . 0 34 . 0 45 . 0 9. 0 19.0 26.0 9. 0 19.019.0 9. 0 25.0 9. 0 19.019.0 9. 0 25.0 9. 0 19.019.0 9. 0 25.0 9. 0 19.019.0 9. 0 25.019.0 9. 0 19.0 9. 0 25.0 9. 0 19.019.0 9. 0 25.019.019.025.019.019.025.019.0 9. 0 9. 0 9. 0 9. 0 9. 0 9. 0 9. 0 19.019.0 25.0 38.0 25.0 19.0 9. 0 9. 0 29.0 5.0 25 . 0 25 . 0 25 . 0 19 . 0 19 . 0 19 . 0 6.2 9.0 1 9 . 0 25.0 36.0 25.0 2 5 . 0 9.0 9.0 9.0 9.0 21. 9 R25.0' R8.0' 29 . 1 20 . 6 24 . 0 24 . 0 25 . 0 25 . 0 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FDC PROPOSED FIRE HYDRANTPROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 99. 2 SCHERTZ STATION SUBDIVISION - LOT 1-10, 12 - BLOCK 1 (VOL. 10, PG. 277-283) OWNER: SCHERTZ STATION, LTD., A, LIMITED PARTNERSHIP & RIPPS KREUSLER, LTD. LAND USE: UNDEVELOPED ZONING:PDD (COMMERCIAL) SUBDIVISION: SCHERTZ STATION SUBDIVISION - LOT 1-10, 12 - BLOCK 1 S45°52'46"E 42.37' R=800.0' ∆=15°03'10"L=210.2' CB=S83°20'44"W C=209.6' ∆=72°56'26" R=15.0' L=19.1' CB=N67°42'38"W C=17.8' S3 1 ° 1 4 ' 2 5 " E 34 7 . 2 6 ' ∆=73°07'11" R=100.0' L=127.6' CB=S5°19'11"W C=119.1' FIRE AERIAL APPARATUS ROAD (26' WIDE) S42°44'43"W 382.28' S42°44'4 3 " W 283.35' R =720.0 '∆=6 0 °01'01" L =75 4.2' CB=S 6 0°51'4 8 "W C =720.2 ' PROPOSED 60' NO BUILD EASEMENT 36.024.0 PROPOSED VARIABLE WIDTH DRAINAGE EASEMENT 41 7 . 8 9 762.58 249.0 CART CORRAL (TYP)CART CORRAL (TYP) PROPOSED LOT LINE 10' WIDE MAINTENANCE EASEMENTS DOC# 201899009532 OPRGC TO BE REMOVED VARIABLE WIDTH WATER, WASTEWATER, AND ACCESS EASEMENT DOC# 201899009532 DOC# 201899009534 DOC# 201899009559 OPRGC TO BE REMOVED R25.0' 30.0 25.0 PROPOSED FIRE HYDRANT 60.0 38 . 1 30.5 24.0 R15.0' R25.0' R 5 4 .0 ' R30.0' R 5 0 .0 ' R25.0' R25.0' R50.0' R25.0' R25.0' R 2 5.0' R 5 0.0' R25.0'R50.0' R 5 0 .0' R 2 5.0' R50.0' R25.0' R 2 5 . 0 ' R50.0' R 2 5 . 0' R 5 0 . 0 ' R2 5.0 ' R 2 5 . 0 ' R 5 4 .0 ' R 2 5 .0' R5 4.0 ' R30 .0 ' R50.0' S42°44'43 " W 382.28' 31.0 11 . 0 9. 0 9. 0 SITE DATA TABLE GENERAL SITE DATA CURRENT DESCRIPTION LOT 10, BLOCK 1 (SCHERTZ STATION SUBDIVISION - LOT 1-10, 12 - BLOCK 1) (VOL. 10, PG. 277-283) CURRENT ZONING PLANNED DEVELOPMENT DISTRICT PROPOSED LAND USE COMMERCIAL SITE ACREAGE LOT 10 = 18.709 A.C. (814,960 SQFT) ADDRESS 18541 RIPPS KREUSLER RD. BUILDING DATA (PRECAST)REFERENCE ARCHITECTURAL ELEVATION SHEETS FLOOR AREA RATIO 0.23 BUILDING HEIGHT 39' BUILDING SQUARE FOOTAGE THE HOME DEPOT = 108,001 SQFT GARDEN CENTER = 28,465 SQFT TOTAL = 136,466 SQFT IMPERVIOUS COVER (MAX 90% PER PDD)9.4 ACRES (409,293 SQFT) ( 69.9%) PERVIOUS COVER (MIN 10% PER PDD)4.05 ACRES (176,364 SQFT) ( 30.1%) PARKING DATA STANDARD SPACES PROVIDED 396 SPACES ACCESSIBLE SPACES PROVIDED 10 SPACES TOTAL SPACES PROVIDED 406 SPACES (SEE PARKING REDUCTION MEMO) TOTAL SPACES REQUIRED (4 STALLS/ 1000 BLDG. SQFT) THE HOME DEPOT (108,001 SQFT) = 433 STALLS GARDEN CENTER (28,465 SQFT) = 114 STALLS TOTAL STALLS = 547 STALLS REFERENCE ORDINANCE NO. 22-S-44 FOR AREA 1 REQUIREMENTS. *AREA 1 SHALL COMPLY WITH CITY OF SCHERTZ GENERAL BUSINESS DISTRICT STANDARDS PER PDD CHAPTER 3, SECTION C.C, "IN SUCH CASE(S) THE CITY MANAGER OR HIS/HER DESIGNEE MAY REDUCE THE PARKING REQUIRED FOR USES WITHIN PDD AREA II BY UP TO TWENTY-FIVE PERCENT (25%)."Know what'sbelow.CallKnow what'sbelow. R before you dig.R before you dig. Know what'sbelow. 5 D C B A CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. 4321 © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 10 1 0 1 R E U N I O N P L A C E , S U I T E 4 0 0 , S A N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M T B P E F I R M N O . 9 2 8 SC H E R T Z S T A T I O N S U B D I V I S I O N LO T 1 0 , B L O C K 1 PR E P A R E D F O R TH E H O M E D E P O T SC H E R T Z , T E X A S 18 5 4 1 R I P P S - K R E U S L E R R D . BENCHMARK LIST DATUM IS NAVD '88, USING GEOID GEOID18, BASED ON GPS OBSERVATIONS. BM #1000 1/2 INCH IRON ROD SET IN NATURAL GROUND NEAR THE SOUTH SIDE OF A 50 FOOT EASEMENT ON THE NORTH SIDE OF THE SURVEYED TRACT ·ELEV.=849.60' ·GRID N.: 13772629.7873, N:137729.79 ·GRID E: 2209556.3221, E: 2209556.32 BM #1001 1/2 INCH IRON ROD SET IN NATURAL GROUND NEAR THE NORTH SIDE OF A 50 FOOT EASEMENT ON THE NORTH SIDE OF THE SURVEYED TRACT ·ELEV.=838.43' ·GRID N.: 13772897.9703, N:13772897.97 ·GRID E: 2209274.3663, E: 2203274.36 BM #1947 MAG NAIL WITH WASHER SET IN CONCRETE & BRASS RIGHT-OF-WAY MONUMENT NEAR THE CENTER OF THE NORTHWEST SIDE OF THE SURVEYED TRACT ·ELEV.=828.45' ·GRID N: 1372275.2047, N: 13772275.2 ·GRID E: 2202615.3898, E: 2202615.39 FOR REVIEW ONLY N O R T H FLOODPLAIN NOTE: 1.ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187C0210F, DATED NOVEMBER 2, 2007, IS LOCATED IN ZONE(S) "AE" AND "X" AND IS WITHIN THE 100-YEAR FLOODPLAIN. 2.ANY DEVELOPMENT SHALL BE IN ACCORDANCE WITH FLOODPLAIN ORDINANCED IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. CIVIL ENGINEERSURVEYOR OF RECORD PROJECT CONTACT LIST: DEVELOPERPROPERTY OWNER CIVIL ENGINEERSURVEYOR OF RECORD PROJECT CONTACT LIST: DEVELOPERPROPERTY OWNER VICINITY MAP N.T.S. SITENORTH LEGEND PROPERTY BOUNDARY HOSE LAY PROPOSED FIRE LANE PROPOSED SANITARY SEWER MANHOLE PROPOSED ACCESSIBLE PARKING SPACE PROPOSED BARRIER FREE RAMP PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED UNDERGROUND ELECTRIC LINE PROPOSED UNDERGROUND COMMUNICATION LINE PROPOSED STORM DRAIN LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING STORM DRAIN LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT PROPOSED FIRE HYDRANT PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED WATER METER PROPOSED BACKFLOW PREVENTER PROPOSED VALVE PROPOSED FITTING PROPOSED GAS METER PROPOSED POWER POLE PROPOSED TRANSFORMER PROPOSED CURB INLET EXISTING SANITARY SEWER MANHOLE EXISTING CLEANOUT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING VALVE EXISTING POWER POLE GAS MANIFOLD PROPOSED PERVIOUS LANDSCAPE GOODS TRAFFIC FLOW TRAFFIC FLOW ARROWS AREAS OF OUTDOOR DISPLAY & STORAGE SS W GAS UGE UGT S G CI FL S SPC1.0 TH E H O M E D E P O T SI T E P L A N LAND USE: MOVIE THEATER/ COMMERCIAL ZONING: PDD RECORDING INFORMATION: CALLED 17.4370 ACRES 1290 ENTERTAINMENT, LLC VOL.979, PG.475 OPRGC SUBDIVISION: WIEDERSTEIN RANCH OWNER: MI RED VINES LLC ◄◄◄◄◄◄ 08/26/2025 9:05:18 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development SYMBOL CODE QTY BOTANICAL / COMMON NAME ROOT CAL SIZE REMARKS TREES QM 17 QUERCUS MACROCARPA / BURR OAK B & B 2" CAL.12` - 14` HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING UP 49 ULMUS PARVIFOLIA / CEDAR ELM B & B 2" CAL.12` - 14` HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING UP2 2 ULMUS PARVIFOLIA / CEDAR ELM B & B 8" CAL.20' - 22' HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING QV 34 QUERCUS VIRGINIANA / LIVE OAK B & B 2" CAL.12` - 14` HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING MS 31 PLATANUS MEXICANA / MEXICAN SYCAMORE B & B 2" CAL.12` - 14` HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING CI 8 CARYA ILLINOINENSIS / PECAN B & B 2" CAL.12` - 14` HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING CI2 10 CARYA ILLINOINENSIS / PECAN B & B 3" CAL.12` - 14` HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING QS 20 QUERCUS SHUMARDII / SHUMARD OAK B & B 2" CAL.12` - 14` HT.SINGLE TRUNK, CENTRAL LEADER, FULL & MATCHING SYMBOL CODE QTY BOTANICAL / COMMON NAME ROOT SIZE SPACING REMARKS SHRUBS IV 316 ILEX VOMITORIA 'NANA' / DWARF YAUPON HOLLY CONT.18-24" HT 48" O.C.FULL AND MATCHING HR 291 HEMEROCALLIS 'HAPPY RETURNS' / HAPPY RETURNS DAYLILY CONT.6"-8" HT.18" O.C.FULL AND MATCHING IH 245 RAPHIOLEPIS INDICA 'CLARA' / INDIAN HAWTHORN CONT.24" HT.36" O.C.FULL AND MATCHING LF 44 LEUCOPHYLLUM FRUTESCENS / TEXAS SAGE CONT.3'H.48" O.C.FULL AND MATCHING SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT.SIZE SPACING REMARKS MIXES NSM 94,556 SF NATIVE SEED MIX / NATIVE SEED MIX SEED SEED RATE: 'NATIVE TEXAS MIX' - 8 LBS./ACRE; 'THUNDER TURF' - 32 LBS./ACRE. SOURCE FROM NATIVE AMERICAN SEED. FOLLOW MANUFACTURER'S RECOMMENDATION FOR SEED ESTABLISHMENT - WWW.SEEDSOURCE.COM (800) 728-4043 TURF/GRASSES TIF 26,223 SF CYNODON DACTYLON X TRANSVAALENSIS 'TIFWAY 419' / TIFWAY 419™ BERMUDAGRASS SOD N/A N/A SOD TO BE LOCALLY SOURCED. PLANT SCHEDULE S S S S S S W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W S S S S S W W W W S UGE GAS GAS GAS GAS GAS GAS G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOO O O O FUTURE GREASE TRAP LOCATION 39 15 FL FL FL F L FL FL FL F L FL FL E UG E U G T UGTFUTURE GREASE TRAP LOCATION FUTUREGREASE TRAP LOCATION 4"S S 6"S S 2"V 2"V 4"SS4"G W SEWER SEWER 15 FL FL FL FL FW FW FW FW FW FW FW FW FW FW FW FW FW FWFWFWFWFWFWFWFWFW FW FW FW FW DW DW DW DW DW DW DW DW DW DW DW IR R IRR IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR UGT UGT UGT UGT UGT UG T UG T UG T UG T UG E UG E UG E UG E UG E UG E UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE S E E E E EE S FW FW FW FW FW GA S GA S GA S VE T E R A N CUR B S I D E PIC K U P RESERVED 50 X 100 GARDEN CENTER AREA LO A D - N - G O RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED CUR B S I D E PIC K U P CU R B S I D E PIC K U P CU R B S I D E PIC K U P VET E R A N LO A D - N - G O RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE N T A L RE N T A L RE N T A L RE N T A L RE N T A L RE N T A L VA N VA N RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RES E R V E D RES E R V E D RES E R V E D RES E R V E D O O OOOOO O OOOOOO OOOOO O OOOOO O O O O O OOO O OOOO O O OOOOOOO O OO O OOOOOOOO O O GARDEN CENTER 28,465 S.F. TRUCK DOCK THE HOME DEPOT BUILDING 108,001 S.F. GARDEN CENTER 28,465 S.F. 136,466 S.F. VERIFY ACTUAL BLDG. AREA WITH ARCHITECTURAL BLDG. PLAN FFE = 846.75' CONTRACTOR IS TO REFER TO THE HOME DEPOT SPECIFICATIONS. WHERE MORE STRINGENT THAN AGENCY HAVING JURISDICTION. THE HOME DEPOT SPECIFICATIONS SHALL BE FOLLOWED. F L F L FL FL FL FL FL FL FL FL FL FLFL FL FLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FLFL FL FLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL SEASONAL SALES AREA (9,999 SF, 44 PARKING STALLS 1/2" IRSC 1/2" IRFC (ILLEGIBLE) 15' SEWER EASEMENT \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \ \ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 100' WIDE ELECTRIC EASEMENT 14' WIDE ELECTRIC AND GAS EASEMENT 15' LANDSCAPE BUFFER 20' BUILDING SETBACK 50' X 100' GARDEN STAGING AREA ORGANIC MULCH IN ALL PARKING LOT LANDSCAPE ISLANDS (TYP.) STATION R O A D RIPPS-K R E U S L E R R O A D 5 D C B A 4321 © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 10 1 0 1 R E U N I O N P L A C E , S U I T E 4 0 0 , S A N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M T B P E F I R M N O . 9 2 8 SC H E R T Z S T A T I O N S U B D I V I S I O N LO T 1 0 A , B L O C K 1 PR E P A R E D F O R TH E H O M E D E P O T SC H E R T Z , T E X A S 18 5 4 1 R I P P S - K R E U S L E R R D . 3486 BLAINE D. MIKULIK FOR REVIEW ONLY R.L.A. L.A. No.DATE 7/1/2025 Not for construction or permit purposes. VICINITY MAP N.T.S. SCHE R T Z CIBO L O C I B O L O V A L L E Y D R I V E 35 CITY LIMIT S C H E R T Z C I B O L O OLD W I E D E R S T E I N R D SITENORTH LP0.0 OV E R A L L LA N D S C A P E P L A N NO R T H Know what'sbelow.CallKnow what'sbelow. R before you dig.R before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. LANDSCAPE NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 3.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AND MUST BE REPLACED WITHIN 30 DAYS WITH PLANT MATERIAL OF THE SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS. 5.FINAL FINISH GRADING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING. 6.SEEDING SHALL OCCUR IMMEDIATELY FOLLOWING SLOPES/GRADING ESTABLISHMENT, PER OWNER REQUEST. 7.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. ALL PLANT QUANTITIES ARE LISTED FOR INFORMATION PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SHOWN ON THE PLANS AND SPECIFIED IN THE PLANT SCHEDULE. 8.CONTRACTOR TO PROVIDE STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 9.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS GIVEN IN THE PLANT SCHEDULE, PLANTING DETAILS, AND PLANTING SPECIFICATIONS. 10.ALL PLANT MATERIAL SHALL MEET INDUSTRY STANDARDS AS INDICATED IN THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 11. ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 12. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 13. ALL PLANTING AREAS SHALL RECEIVE SOIL AMENDMENTS. 14. PLANT MATERIAL SHALL BE PRUNED PER PLANTING DETAILS UNLESS OTHERWISE NOTED ON DRAWINGS. 15. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, WEEDS, DEBRIS, AND DEAD PLANT MATERIAL. 16. ALL LIME STABILIZED SOIL AND INORGANIC SELECT FILL FOR BUILDING OR PAVING CONSTRUCTION SHALL BE REMOVED FROM ALL PLANTING BEDS TO A MINIMUM DEPTH OF 24” UNLESS OTHERWISE NOTED. REPLACE MATERIAL REMOVED WITH IMPORTED TOPSOIL. 17. TREES OVERHANGING PEDESTRIAN WALKS AND WITHIN VISIBILITY TRIANGLES AS NOTED ON THE PLANS SHALL BE LIMBED TO A HEIGHT OF SEVEN FEET (7'). TREE OVERHANGING PUBLIC STREETS AND FIRELANES SHALL BE LIMBED TO A HEIGHT OF FOURTEEN FEET (14'). 18.TREES PLANTED NEXT TO ACCESSIBLE ROUTES AND ACCESSIBLE AREAS SHALL BE LIMBED TO 7'6” (80” MIN.) AFF. 19.ALL PROPOSED TREES SHALL BE STAKED WITH AN AT-GRADE ROOT BALL SECURING SYSTEM AS SHOWN IN THE PLANTING DETAILS AND SPECIFICATIONS. NO ABOVE-GROUND STAKING SYSTEMS, GUY WIRES/WIRES, HOSES, STRAPS, POSTS (METAL OR WOOD) SHALL BE ALLOWED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. 20.APPROVAL OF IRRIGATION PLAN IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. AN IRRIGATION PLAN MUST BE PREPARED AND SEALED BY A LICENSED IRRIGATOR IN THE STATE OF TEXAS. 21.ALL LANDSCAPED AND TURF AREAS MUST BE IRRIGATED BY AN AUTOMATED IRRIGATION SYSTEM, UNLESS AN ALTERNATIVE WATER WISE IRRIGATION SYSTEM IS APPROVED BY THE CITY. LP1.0 LP1.1 NOTE: CONTRACTOR IS TO REFER TO THE HOME DEPOT SPECIFICATIONS. WHERE MORE STRINGENT THAN AGENCY HAVING JURISDICTION, THE HOME DEPOT SPECIFICATIONS SHALL BE FOLLOWED. Pl e a s e s u b m i t n e w T r e e R e m o v a l Ap p l i c a t i o n w i t h r e v i s i o n s t o r e m o v e # 2 2 6 3 an d # 2 2 6 4 a n d f o r m a l r e q u e s t f o r w a i v e r t o re m o v e 2 2 6 4 d u e t o p o o r h e a l t h . 2 2 6 3 o n fu r t h e r a s s e s s m e n t i s n o t a c a n d i d a t e f o r re l o c a t i o n b u t w a s a f a i r c a n d i d a t e t o b e pr e s e r v e d i n p l a c e s o n e e d s t o b e mi t i g a t e d . P e r o u r c o n v e r s a t i o n u p - s i z e d la n d s c a p i n g w i l l b e r e q u i r e d a n d 1 8 " di a m e t e r s p e c i m e n s t o r e p l a c e t h e s e t w o he r i t a g e o a k s w o u l d b e i d e a l i n a d d i t i o n t o up - s i z i n g o t h e r t r e e s t o m e e t m i t i g a t i o n re q u i r e m e n t s . P l e a s e s u b m i t r e v i s e d la n d s c a p i n g p l a n r e f l e c t i n g t h e s e c h a n g e s . 08/26/2025 9:03:00 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W S S S W W W W W W W W S GA S UGE GAS GAS GAS GAS GAS GAS GA S G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O FUTURE GREASE TRAP LOCATION FL FL F L F L FL F L FL FL F L F L F L FL FL FL FL E UGE UGE W G A S FW UG T UGT UGT FUTURE GREASE TRAP LOCATIO N FUTURE GREASE TRAP LOCATION 4" S S 6" S S 2" V 2"V 4"SS 4" G W SEWER SEWER 15FL FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW DW DW DW DW DW UGT UGT UGT UGT UGT UGT UGT UGT UGT UG T UG T UG T UG T UG T UG T UG T UG E UG E UG E UG E UG E UG E UG E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGE S E E E E EE S VE T E R A N CU R B S I D E PIC K U P RESERVED LO A D - N - G O RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED CU R B S I D E PIC K U P CU R B S I D E PIC K U P CU R B S I D E PIC K U P VE T E R A N LO A D - N - G O RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE N T A L RE N T A L RE N T A L RE N T A L RE N T A L RE N T A L VA N VA N RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D RE S E R V E D OOO O O OOO OO OOO O O OOOOOOOOOOOO O O OOOOOOOOOOO O O O O OOOOO O OO O O OOO O O OOOO O OOOO OOOOOOO O O O O O OOOOO O O O O O OOOOOOOO O O O O FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFL F L F L FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FLFLFL FL FL FL F L FL FL SEASONAL SALES AREA (9,999 SF, 44 PARKING STALLS HR 15 IH 14 13 HR 14 IV 5 IH 10 HR 6 IV 5 IH 18 HR 4 IH 8 IH 5 IH 8 IH 5 IH 8 IH 22 HR 8 IH 18 HR 3 IH 5 IH 8 IH 21 HR 5 IH 5 IH 22 HR 7 HR 9 IH 12 HR 7 IH 20 HR 3 IH 6 HR 13 HR 35 IV 11 IV 4 IH 20 HR 20 HR 6 IH 2 UP 1 UP 2 UP 1 QV 1 QV 1 UP 1 UP 1 UP 1 QV 1 QV 1 QV 2 UP 1 UP 1 UP 1 QV 1 UP 1 UP 1 QV 1 QV 1 QV 2 UP 1 UP 5 UP 1 UP 4 UP 1 UP 58 IV 1 UP 4 IH 8 IV 8 IH 2 UP 38 IH 2 QV 1 QV UP 1 IH 11 1 UP2 1 UP2 \\\\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\ 3 IV 1 UP 4 IH 14 HR 1 QV \\ \\ IV 74 UP 5 QV 1 MS 5 QM 4 1 UP 5 IH 17 HR 1 QV \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ QV 2 STATION R O A D STEEL EDGING (TYP.) SEE DETAIL H, SHEET LP2.0 ORGANIC MULCH (TYP.) STEEL EDGING (TYP.) SEE DETAIL H, SHEET LP2.0 ORGANIC MULCH (TYP.) NATIVE SEED MIX SOD ORGANIC MULCH RING (TYP.) 8" CEDAR ELM (SPECIMEN) SOD ROOT BARRIER TO BE ADDED TO THIS ISLAND DUE TO CLOSE PROXIMITY OF TREE TO UTILITY LINE SEE DETAIL E, SHEET LP2.0 NOTE: IF HOME DEPOT CONSTRUCTION RESULTS IN DETENTION POND DISTURBANCE, CONTRACTOR TO REPAIR DISTURBANCE TO ORIGINAL STATE. CONTRACTOR TO COORDINATE WITH MASTER DEVELOPER AND THE HOME DEPOT. SYMBOL CODE QTY BOTANICAL / COMMON NAME TREES QM 17 QUERCUS MACROCARPA / BURR OAK UP 49 ULMUS PARVIFOLIA / CEDAR ELM UP2 2 ULMUS PARVIFOLIA / CEDAR ELM QV 34 QUERCUS VIRGINIANA / LIVE OAK MS 31 PLATANUS MEXICANA / MEXICAN SYCAMORE CI 8 CARYA ILLINOINENSIS / PECAN CI2 10 CARYA ILLINOINENSIS / PECAN QS 20 QUERCUS SHUMARDII / SHUMARD OAK SHRUBS IV 316 ILEX VOMITORIA 'NANA' / DWARF YAUPON HOLLY HR 291 HEMEROCALLIS 'HAPPY RETURNS' / HAPPY RETURNS DAYLILY IH 245 RAPHIOLEPIS INDICA 'CLARA' / INDIAN HAWTHORN LF 44 LEUCOPHYLLUM FRUTESCENS / TEXAS SAGE MIXES NSM 94,556 SF NATIVE SEED MIX / NATIVE SEED MIX TURF/GRASSES TIF 26,223 SF CYNODON DACTYLON X TRANSVAALENSIS 'TIFWAY 419' / TIFWAY 419™ BERMUDAGRASS PLANT SCHEDULE 5 D C B A 4321 © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 10 1 0 1 R E U N I O N P L A C E , S U I T E 4 0 0 , S A N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M T B P E F I R M N O . 9 2 8 SC H E R T Z S T A T I O N S U B D I V I S I O N LO T 1 0 A , B L O C K 1 PR E P A R E D F O R TH E H O M E D E P O T SC H E R T Z , T E X A S 18 5 4 1 R I P P S - K R E U S L E R R D . 3486 BLAINE D. MIKULIK FOR REVIEW ONLY R.L.A. L.A. No.DATE 7/1/2025 Not for construction or permit purposes. LP1.0 LA N D S C A P E P L A N NO R T H NO R T H Know what'sbelow.CallKnow what'sbelow. R before you dig.R before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. MATCHLINE LP1.1 NOTE: SEE SHEET LP 0.0 FOR COMPLETE PLANT SCHEDULE NOTE: CONTRACTOR IS TO REFER TO THE HOME DEPOT SPECIFICATIONS. WHERE MORE STRINGENT THAN AGENCY HAVING JURISDICTION, THE HOME DEPOT SPECIFICATIONS SHALL BE FOLLOWED. 08/26/2025 9:03:04 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development S S S S S S S S SS W W W W W W W W W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS EXISTING 4" IP PLA GAS LINE (BASED ON CENTERPOINT ENERGY GAS MAPS, DATED 2/28/2025, REVISED 3/10/2025) FW FW FW FW FW FW FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW FW FW FW FW FW FW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IR R U G T UG E UG E UG E UG E FW F W FW FW FW FW FW FW FW FW FW GA S GA S GA S GA S GA S 50 X 100 GARDEN CENTER AREA CU R B S I D E PIC K U P CU R B S I D E PI C K U P VA N VA N GARDEN CENTER 28,465 S.F. TRUCK DOCK THE HOME DEPOT BUILDING 108,001 S.F. GARDEN CENTER 28,465 S.F. 136,466 S.F. VERIFY ACTUAL BLDG. AREA WITH ARCHITECTURAL BLDG. PLAN FFE = 846.75' CONTRACTOR IS TO REFER TO THE HOME DEPOT SPECIFICATIONS. WHERE MORE STRINGENT THAN AGENCY HAVING JURISDICTION. THE HOME DEPOT SPECIFICATIONS SHALL BE FOLLOWED. FL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 1/2" IRFC (ILLEGIBLE) 15' SEWER EASEMENT 5 226 1 QV \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ 44 LF 45 IH MS 11 QS 5 HR 16 UP 10 MS 15 QM 12 15 QV 15 QS85 IV CI2 10 CI 8 \\ RIPPS-K R E U S L E R R O A D NATIVE SEED MIX NATIVE SEED MIX SOD SOD ORGANIC MULCH (TYP.) ORGANIC MULCH (TYP.) STEEL EDGING (TYP.) STEEL EDGING (TYP.) SYMBOL CODE QTY BOTANICAL / COMMON NAME TREES QM 17 QUERCUS MACROCARPA / BURR OAK UP 49 ULMUS PARVIFOLIA / CEDAR ELM UP2 2 ULMUS PARVIFOLIA / CEDAR ELM QV 34 QUERCUS VIRGINIANA / LIVE OAK MS 31 PLATANUS MEXICANA / MEXICAN SYCAMORE CI 8 CARYA ILLINOINENSIS / PECAN CI2 10 CARYA ILLINOINENSIS / PECAN QS 20 QUERCUS SHUMARDII / SHUMARD OAK SHRUBS IV 316 ILEX VOMITORIA 'NANA' / DWARF YAUPON HOLLY HR 291 HEMEROCALLIS 'HAPPY RETURNS' / HAPPY RETURNS DAYLILY IH 245 RAPHIOLEPIS INDICA 'CLARA' / INDIAN HAWTHORN LF 44 LEUCOPHYLLUM FRUTESCENS / TEXAS SAGE MIXES NSM 94,556 SF NATIVE SEED MIX / NATIVE SEED MIX TURF/GRASSES TIF 26,223 SF CYNODON DACTYLON X TRANSVAALENSIS 'TIFWAY 419' / TIFWAY 419™ BERMUDAGRASS PLANT SCHEDULE 5 D C B A 4321 © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 10 1 0 1 R E U N I O N P L A C E , S U I T E 4 0 0 , S A N A N T O N I O , T X 7 8 2 1 6 PH O N E : 2 1 0 - 5 4 1 - 9 1 6 6 F A X : 2 1 0 - 5 4 1 - 8 6 9 9 WW W . K I M L E Y - H O R N . C O M T B P E F I R M N O . 9 2 8 SC H E R T Z S T A T I O N S U B D I V I S I O N LO T 1 0 A , B L O C K 1 PR E P A R E D F O R TH E H O M E D E P O T SC H E R T Z , T E X A S 18 5 4 1 R I P P S - K R E U S L E R R D . 3486 BLAINE D. MIKULIK FOR REVIEW ONLY R.L.A. L.A. No.DATE 7/1/2025 Not for construction or permit purposes. VICINITY MAP N.T.S. SCHE R T Z CIBO L O C I B O L O V A L L E Y D R I V E 35 CITY LIMIT S C H E R T Z C I B O L O OLD W I E D E R S T E I N R D SITENORTH LP1.1 LA N D S C A P E P L A N SO U T H N O R T H Know what'sbelow.CallKnow what'sbelow. R before you dig.R before you dig. Know what'sbelow. CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. MATCHLINE LP1.0 NOTE: SEE SHEET LP 0.0 FOR COMPLETE PLANT SCHEDULE NOTE: CONTRACTOR IS TO REFER TO THE HOME DEPOT SPECIFICATIONS. WHERE MORE STRINGENT THAN AGENCY HAVING JURISDICTION, THE HOME DEPOT SPECIFICATIONS SHALL BE FOLLOWED. 08/26/2025 9:03:09 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development T.O. SLAB 100'-0" T.O. SLAB 100'-0" 123'-4"124'-6" TO GC FACADE 120'-5" T.O. PILASTERS 120'-0" T.O. FENCE 112'-0" 120'-9" 112'-0" 20 ' - 8 " T.O. PARAPET - ENTRY 139'-0" T.O. PARAPET - ACCENT 136'-6" T.O. PARAPET - FRONT 134'-0" T.O. SLAB 100'-0" T.O. OF WALL 124'-0" T.O SLAB 100'-0" T.O. PARAPET - REAR 129'-0"T.O. PILASTERS 120'-0"T.O. FENCE 112'-0" T.O. PARAPET - REAR ACCENT 131'-6" MARK PPG COLOR NAME AND NO. "THD HOMER BUCKET ORANGE" CUSTOM* "THD BEIGE" CUSTOM* P-1 P-2 "WICKER BASKET" PPG1020-6P-4 MARK MATERIAL NAME AND DESCRIPTION SMOOTH CUT LIMESTONE VENEER, 12”X 24” BRICK VENEER MATCHING P-4 "WICKER BASKET" PPG1020-6 CFL-1 CFL-2 LUMBER CANOPY 121'-0 1/2"112'-9" ENTRANCE 108'-3 1/2"84'-4" OVERALL 597'-0 1/2" LU M B E R C A N O P Y 36 ' - 8 1 / 2 " 2' - 4 " 16 ' - 0 " 1' - 1 1 / 2 " 17 ' - 1 1 / 2 " 24'-0"10'-0"88'-4"10'-0"60'-4"24'-0"23'-5"4'-0"23'-8"4'-0"23'-5 1/2"42'-9 1/2"29'-6"3'-8 1/2" TRC MATERIALS 16'-1" BUILDING 426'-5 1/2" GARDEN CENTER 154'-6 1/2" GARDEN CENTER 580'-11" 26'-7 1/2"4'-0"26'-6"4'-0"26'-6"4'-0"26'-6"4'-0"27'-0 1/2"5'-9" LOADING DOCK 74'-11"79'-10 1/2"25'-0"27'-3 1/2"4'-0"102'-0"4'-0"101'-10 1/2"4'-0"102'-0"4'-0"26'-11 1/2"25'-0" 24 ' - 0 " 2'- 0 " OVERALL 580'-11" SCALE |1" = 20'-0" exterior elevation -front (north)1 SCALE |1" = 20'-0" exterior elevation -rear (south)2 Paint Finish Schedule A1 PROPOSED ELEVATIONS HOME DEPOT- SCHERTZ, TX 05/20/2025 Material Schedule A1 08/26/2025 9:04:36 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development 17'-1 1/2" GARDEN CENTER 185'-0" 16'-0" 15 4 ' - 9 1 / 2 " 26 ' - 6 1 / 2 " 4' - 0 " 26 ' - 6 " 4' - 0 " 26 ' - 6 " 4' - 0 " 26 ' - 6 " 4' - 0 " 27 ' - 0 1 / 2 " 5'- 9 " 4'-0"40'-3 1/2"4'-0"42'-3"3'-10 1/2"43'-5"4'-0"39'-2 1/2"4'-0" 23 ' - 5 " 4' - 0 " 23 ' - 8 " 4' - 0 " 23 ' - 5 1 / 2 " 42 ' - 9 1 / 2 " 29 ' - 6 " 3' - 8 1 / 2 " GA R D E N C E N T E R 15 4 ' - 6 1 / 2 " GA R D E N C E N T E R 15 4 ' - 9 1 / 2 " 2' - 0 " 1'-0" 1'-0" MARK MATERIAL NAME AND DESCRIPTION SMOOTH CUT LIMESTONE VENEER, 12”X 24” BRICK VENEER MATCHING P-4 "WICKER BASKET" PPG1020-6 CFL-1 CFL-2 MARK PPG COLOR NAME AND NO. "THD HOMER BUCKET ORANGE" CUSTOM* "THD BEIGE" CUSTOM* P-1 P-2 "WICKER BASKET" PPG1020-6P-4 T.O. SLAB 100'-0" BO CANOPY 115'-6" FIRE T.O. PARAPET - REAR 129'-0" T.O. FENCE 112'-0" 120'-6" 25'-0"70'-2"71'-2"71'-2 1/2"15'-9 1/2" T.O. PARAPET - ACCENT 136'-6" T.O. PARAPET - FRONT 134'-0" T.O. PARAPET - REAR ACCENT 131'-6" 104'-1" GENERATOR 30'-0"60'-6" TRC MATERIALS 56'-5 1/2"2'-4" BUILDING 253'-4 1/2" LUMBER CANOPY 36'-8 1/2" OVERALL 290'-1" TR C M A T E R I A L S 16 ' - 8 " 24'-0"57'-9 1/2"155'-7"16'-0" 3 1 / 2 " 3 1 / 2 " T.O. SLAB 100'-0" BO CANOPY 115'-6" T.O. PARAPET - REAR 129'-0" T.O. PILASTERS 120'-0" 124'-6" 16'-0"40'-9 1/2"196'-3 1/2" T.O. PARAPET - ACCENT 136'-6" T.O. PARAPET - FRONT 134'-0" SCALE |1" = 20'-0" exterior elevation -trc (east)4SCALE |1" = 20'-0" exterior elevation -garden center (west)3 Paint Finish Schedule A2 Material Schedule A2 PROPOSED ELEVATIONS HOME DEPOT- SCHERTZ, TX 05/20/2025 08/26/2025 9:04:31 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development PC S idec aps PC S idec aps PROPOSED HOME DEPOT PROPOSED GARDEN CENTER FFE = 846.75' VIEW 01 GRADE = 842.0' CAMERA HEIGHT = 848.0' (+6'-0") VIEW 02 GRADE = 839.0' CAMERA HEIGHT = 845.0' (+6'-0") VIEW 03 GRADE = 851.0' CAMERA HEIGHT = 857.0' (+6'-0") VIEW 04 GRADE = 866.0 CAMERA HEIGHT = 872..0' (+6'-0") VIEW 05 GRADE = 860.0 CAMERA HEIGHT = 866..0' (+6'-0") nSCALE | N.T.S. sight line study plan6 SITE LINE STUDY 05/20/2025 SCALE | N.T.S. view 022 SCALE | N.T.S. view 011 SCALE | N.T.S. view 055 SCALE | N.T.S. view 044 SCALE | N.T.S. view 033 HOME DEPOT- SCHERTZ, TX 08/26/2025 9:04:28 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development