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Lot 8 Schertz Station 8050sqft115.0 SSSSSSSSSSSSSSSSSS SS SS SS S S S S W W W W WWWWW WWW SS SS SS SS S S S E U G E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UGT FW FW W W C GA S GA S GA S FUTUREGREASE TRAPLOCATION 13 25 9 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 F L NO PA R K I N G NO PARKING FL FL FL FL FL FL FL FL FL FL FL FL W W W W W W W W W W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE D TEL TELTELTEL W W W W W W W W W W W W W W W W W W CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBLOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE PROPOSED DUMPSTER ENCLOSURE WITH SOLID METAL GATES RE: STRUCTURAL AND ARCHITECTURAL PLANS FOR DETAILS. TRASH RECEPTACLES REQUIRE 8-FOOT MASONRY WALL FOR SCREENING. (NOT INCLUDED WITH ELEVATIONS) PROPOSED 5' SIDEWALK PROPOSED 12" PUBLIC WATER MAIN EXTENSION PROPOSED 10" SEWER MAIN EXTENSION PROPOSED PUBLIC FIRE HYDRANT EDGE OF PAVEMENT PROPOSED PROPERTY LINE EXISTING TRAFFIC SIGN EXISTING 12" SCHERTZ WATER MAIN EXISTING 20" GVSUD WATER MAIN VARIABLE WIDTH WATERLINE EASEMENT VOL.4193 PG.479 OPRGC 15' LANDSCAPE BUFFER PROPOSED PROPERTY LINE CIBOLO VALLEY DRIVE VARIABLE WIDTH PUBLIC R.O.W. RELOCATED PUBLIC FIRE HYDRANT 25 . 0 18 . 0 18 . 0 18 . 0 25 . 0 18 . 0 12.5 12 . 0 12 . 0 9.0 9.0 TYP. 8.0 5.08.08.08.0 9.0 TYP. 9.0 TYP. 25.0 25.0 24 . 0 12.06.0 14.0 25.06.0 R 2 5 .0 ' R 25.0' 10 . 1 8. 0 8.0 1.5 50 . 0 25 . 0 25 . 0 30 . 0 15 . 0 15 . 0 14' ELEC., GAS, & COMM. EASEMENT 32 . 6 16 . 0 23.3 PROPOSED ACCESSIBLE PARKING SIGN & SYMBOL (TYP.) PROPOSED RAMP (TYP.) CALLED 200.198 ACRES SAN ANTONIO ONE, LIMITED PARTNERSHIP SAN ANTONIO THREE LIMITED PARTNERSHIP VOL.979, PG.475 OPRGC (PORTION OF) OWNER: SAN ANTONIO ONE, LIMITED PARTNERSHIP SAN ANTONIO THREE LIMITED PARTNERSHIP LAND USE: UNDEVELOPED ZONING:PDD (COMMERCIAL) SUBDIVISION: NOT PLATTED EDGE OF PAVEMENT R 1 0. 0 ' PROPOSED 15' DRAINAGE EASEMENT STANDARD FDC PROPOSED 25' ACCESS EASEMENT PROPOSED 25' CROSS ACCESS EASEMENT R3. 0' ±12 2 ' T R U C K HO S E L A Y ±144' TRUCK HOSE LAY ±11 3 ' T R U C K HO S E L A Y ±108' HAND PULLED HOSE LAY ±14 9 ' H A N D P U L L E D HO S E L A Y PROPOSED PATIO AREA (REF. ARCHITECTURAL PLANS) SANITARY SEWER MANHOLE PROPOSED 15' WATER EASEMENT PROPOSED GRATE INLET (TYP.) PROPOSED GRATE INLET (TYP.) N5 8 ° 4 5 ' 3 5 " E 28 5 . 3 3 ' N31°14'25"W 128.89' ∆=10°01'29" R=150.00' L=26.24' CB=S26°13'41"E C=26.21' S5 8 ° 4 5 ' 3 5 " W 28 3 . 0 9 ' EDGE OF PAVEMENT PROPOSED OVERHEAD ELECTRIC SERVICE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED STEEL RISER POLE. RISER POLE LOCATION TO BE SET IN COORDINATION WITH CPS. PROPOSED UNDERGROUND TELECOMUNICATION SERVICE R50.0' PROPOSED 20' ELECTRIC EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING UNDERGROUND CABLEEXISTING POWER POLE EXISTING TRAFFIC SIGN. CONTRACTOR TO COORDINATE WITH THE CITY OF SHERTZ. FUTURE ROW LINE 20' BUILDING SETBACK PROPOSED CABLE TV MANHOLE PROPOSED 5' SIDEWALK PROPOSED STOP SIGN PROPOSED STOP SIGN PROPOSED STOP/DO NOT ENTER SIGN R 2 5 . 0 ' PROPOSED STOP SIGN PR. STOP SIGN/DO NOT ENTER SIGN EDGE OF PAVEMENT STATION RD. PROPOSED 50' R.O.W. N31°13'29"W 155.00' 12.5 R 25.0' R22.0' R 1 0 .0'R 15.0' R12.0 'R 1 2 .0 ' R15.0' R 10.0' 10.2 R 2 5.0' EDGE OF PAVEMENT PROPOSED SITE SIGN PROPOSED LIGHT POLE (REF. MEP PLANS) PROPOSED LIGHT POLE (REF. MEP PLANS) R 2 5.0' 70 . 0 E FUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATION SEWERSEWER FUTUREGREASETRAPLOCATION NOPARKING NOPARKING NOPARKINGVAN STATION RD.(PROPOSED 50' R.O.W.) HERITA G E T R A I L COTT O N W O O D L A N E O O O OO E C FUTUREGREASETRAPLOCATION NOPARKING NOPARKING G G G G F © FOR REVIEW ONLY 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 8 , B L O C K 1 PR E P A R E D F O R ME R I T SC H E R T Z , T E X A S 54 9 8 C I B O L O V A L L E Y D R . 5 D C B A 4321 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 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. C-4.0 LO T 8 S I T E P L A N KEY MAP NOT TO SCALE N O R T H CIB O L O V A L L E Y D R I V E SITE DATA TABLE GENERAL SITE DATA CURRENT DESCRIPTION 74.579 ACRES, J.F. WALKER SURVEY NO. 113, ABSTRACT NO. 244, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS PRELIMINARY PLAT DESCRIPTION SCHERTZ STATION SUBDIVISION LOT 8, BLOCK 1 CURRENT ZONING PLANNED DEVELOPMENT DISTRICT BUILDING INFORMATION REFERENCE ARCHITECTURAL ELEVATION SHEETS FAST FOOD* (2,500 SF) RETAIL (5,550 SF) PROPOSED LAND USE MULTI-TENANT (COMMERCIAL & FAST FOOD) SITE ACREAGE 1.01 AC. (43,895 SQ FT.) ADDRESS 5498 CIBOLO VALLEY DR., SCHERTZ, TX PERVIOUS COVER 7,059 SQ. FT. (16%) PARKING DATA STANDARD SPACES PROVIDED 44 SPACES ACCESSIBLE SPACES PROVIDED 3 SPACES TOTAL SPACES PROVIDED 47 SPACES FAST FOOD SPACES REQUIRED 25 SPACES RETAIL/OFFICE REQUIRED 22 SPACES TOTAL SPACES REQUIRED*47 SPACES REFERENCE ORDINANCE NO. 22-S-44 FOR AREA 1 REQUIREMENTS. *PER SHERTZ UDC, 7 STACKING SPACES HAVE BEEN PROVIDED FOR FAST FOOD DRIVE THRU (SEC. 21.10.7.) *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 AREAS I AND II BY UP TO TWENTY-FIVE PERCENT (25%)." VICINITY MAP N.T.S. INTERSTATE HIGHWAY-35 ROAD A RIPP S - K R E U S L E R R O A D NORTH SITE NO R T H CIVIL ENGINEERSURVEYOR OF RECORD PROJECT CONTACT LIST: DEVELOPERPROPERTY OWNER 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. 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 PROPOSED ASPHALT PROPOSED CONCRETE AREA TO BE CONSTRUCTED BY OTHERS W S G E CI FL S 07/24/2024 8:43:55 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development - ¶ ¶ 07/24/2024 8:43:55 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development 07/24/2024 8:43:55 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development SS SS SS SS SS SS SS W W W W W W W SSS UGE UGE UG E UG E UG E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGE U G E UG E UG T UG T UG T UGTUGTUGTUGTUGTUGTUGTUGTUGT UG T FW FW W W GAS GASGAS FLFLFL F L FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL W W W W W W W W W O H E O H E O H E O H E O H E W W W W W W W W W CB L CB L CB L CB L CB L CB L CB L CB L OH E OH E OH E OH E OH E OH E OH E OH E 1 ML 1 ML TA 1 LO 2 6 GM NG 6 6 FF 6 NG 13 NG AJ 33 GRAVEL SE LOT BOUNDARY LOT BOUNDARY LOT BOUNDARY 15' (FT) LANDSCAPE BUFFER BUILDING SETBACK LINE LOT BOUNDARY GRAVEL SE GRAVEL SE SOD SOD PROPERTY LINE PROPERTY LINE SOD AJ 23 MI 11 MI 71 NG 50 UR 2726 PS 13 MFG GM 15 12 PS UR 13 8 MFG GM 15 UR 12 11 PS 15 MFG GM 15 13 PS UR 12 SOD SOD SOD 1 CE UR 13 FF 18 NG 77 GM 27 NG 29 PS 16 GM 30 NG 23 FF 23 25 NG23 FF 16 GM 1 CE 1 CE SOD 1 LO 44 MI CM 1 CM 1 CM 1 GRAVEL SE SOD SSSS S S S SS S S FL 25' BUILDINGSETBACK 15' LANDSC A P E BUFFER W O H E O H E O H E O H E E D D UUU TR D U W W W W W W CB L CB L OH E OH E W 1" = 20'-0" PLANTING SHEET 11 JULY 2024 ISSUE FOR ADDENDUM 2 KEY MAP L0.021002040 SCALE 1" = 20' - 0" LO T 8 SPACING AS NOTED ON PLANT LIST 6" FOR GROUDCOVER 15" FOR SHRUBS SPACING AS NOTED ON PLANT LIST CL SPA C I N G A S N O T E D O N P L A N T L I S T N.T.S.PLAN TRIANGULAR SPACING DIAGRAM TYPICAL PLANT LOCATION PAVING EDGE/ BUILDING/ CURB CL CL 1 2" MULCH TREE ROOT BALL SET 2" ABOVE FINISH GRADE PLANTING MIX WATERING SAUCER AROUND EDGE OF PIT - 4" HIGH 8" on Small Islands 15" on Large Islands TREE STAKE 8' STEEL TEE POST - (3) per tree TREE GUY BLACK RUBBER TIE FINISH GRADE PARKING ISLAND TREE DETAIL N.T.S.SECTION 2 6" 6" FINISH GRADE COMPLETELY EXCAVATE BED AREA AND BACKFILL WITH PLANTING MIX HALF DISTANCE OF PLANT SPACING re: triangular spacing detail N.T.S.SECTION SHRUB/GROUNDCOVER PLANTING MULCH LAYER 3 TREE STAKE BLACK RUBBER TIE TREE GUY 8' STEEL TEE POST - (3) per tree TREE ROOT BALL SET 2" ABOVE FINISH GRADE EDGE OF PIT - 4" HIGH WATERING SAUCER AROUND FINISH GRADE 4' DIAMETER PERFORATED PLANTING MIXTURE SET ROOT BALL ON UNDISTURBED OR COMPACTED SOIL 12" TO CENTER OF STAKE 1:1 SLOPE FOR EDGE OF COMPACTED OR UNDISTURBED SOIL 12" TO BOTTOM EDGE OF PIT HOLE N.T.S.SECTION STANDARD TREE PLANTING MULCH LAYER PVC PIPE - 2 per tree 4 ST A T I O N R O A D GENERAL PLANTING NOTES 1)THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. 2)THE LANDSCAPE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. 3)CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE AFTER INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS AFTER INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. 4)INSTALL SHREDDED HARDWOOD MULCH TOPDRESSING IN ALL PLANTING BEDS (2" DEPTH) AND ALL TREE RINGS (3" DEPTH). DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE. 5)INSTALL 3/16", GREEN STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS, AND BETWEEN GROUNDCOVERS AND OTHER PLANTS (WHERE INDICATED ON THE PLAN). 6)HYDROMULCH ALL DISTURBED AREAS OUTSIDE OF PROPERTY LIMITS (UNLESS SHOWN AS SOD) 7)THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. 8)NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE DESIGNER IN WRITING (VIA PROPER CHANNELS). 9)PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOBSITE BY THE OWNER OR OWNER'S REPRESENTATIVE. 10)THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 11)SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHAL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. 12)TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: A. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDICTION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. B. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. 13)SEE SPECIFICATIONS AND DETAILS FOR FURTHUR REQUIREMENTS. 14)ALL REQUIRED LANDSCAPING AREAS SHALL BE MAINTAINED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PER CITY OF SCHERTZ LANDSCAPE REQUIREMENTS. PLANT LEGEND TREE ORNAMENTAL TREE SHRUB / GROUND COVER 3/16" (IN) STEEL EDGE (ONLY INDICATES WITH 'SE') COLOR TO BE BLACK SOLID SOD SE N PLANT SCHEDULE TREES BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS QTY CE ULMUS CRASSIFOLIA CEDAR ELM 65 GAL 2 1/2" - 3"10` - 12`5` - 6`FULL, SYMMETRICAL, MATCHED 3 CM LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE 30 GAL 1 1/2" - 2"8` - 9`4` - 5`FULL, SYMMETRICAL, MATCHED 3 LO QUERCUS VIRGINIANA LIVE OAK 65 GAL 2 1/2" - 3"10` - 12`5` - 6`FULL, SYMMETRICAL, MATCHED 3 ML SOPHORA SECUNDIFLORUM TEXAS MOUNTAIN LAUREL 45 GAL 1 1/2" - 2"8` - 9`4` - 5`FULL, SYMMETRICAL, MATCHED 2 TA FRAXINUS ALBICANS TEXAS ASH 45 GAL 2 1/2" - 3"10` - 12`4` - 5`FULL, SYMMETRICAL, MATCHED 1 YH ILEX VOMITORIA YAUPON HOLLY 45 GAL 1 1/2" - 2"8` - 9`4` - 5`FULL, SYMMETRICAL, MATCHED 2 SHRUBS BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS QTY PS LEUCOPHYLLUM FRUTESCENS 'PURPLE' PURPLE TEXAS SAGE 3 GAL 20"22"FULL, WELL ROOTED 80 UR ROSMARINUS OFFICINALIS UPRIGHT ROSEMARY 3 GAL 20"22"FULL, WELL ROOTED 78 GRASSES BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS QTY GM MUHLENBERGIA CAPILLARIS GULF MUHLY GRASS 3 GAL 24"20"FULL, WELL ROOTED 125 MFG NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 3 GAL 24"20"FULL, WELL ROOTED 43 GROUNDCOVER BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS QTY AJ TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE 1 GAL 10"10"FULL, WELL ROOTED 56 FF ASPARAGUS DENSIFLORUS MEYERSII FOXTAIL FERN 3 GAL 12"12"FULL, WELL ROOTED 70 NG LANTANA X 'NEW GOLD' NEW GOLD LANTANA 3 GAL 10"8"FULL, WELL ROOTED 229 MI MORAEA IRIDIOIDES BUTTERFLY IRIS 3 GAL 12" - 14" 12" - 14" FULL WELL ROOTED 126 TURF BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS QTY SOD CYNODON DACTYLON BERMUDA GRASS SOLID SOD CI B O L O V A L L E Y D R I V E 07/11/2024 DATE / ISSUE SC H E R T Z S T A T I O N SCALE PROJECT NUMBER STATUS TRE-301 DATE BY DRAWN CHECKED 07/11/2024 SC, NCM MERIT COMMERCIAL REAL ESTATE CS07/11/2024 CLIENT SHEET TITLE SHEET NUMBER SC H E R T Z , T E X A S 08 MARCH 2024ISSUE FOR PERMIT 7'-9" 3' - 3 " 27 ' - 0 " 27 ' - 0 " 2 YH 07/24/2024 8:43:56 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development