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Lot 7 9,900 sqft Schertz Station Lot 7PROPOSED TRENCH DRAIN. REF. IH-35 N DECELERATION LANE PLAN. SS SS SS SS SS SS SSSSSSSSSS WWW WWW W W W W S S S SS SS SS SS SS SS SSSSSSSSSS WWW WWW W W W W S S S UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UGT UGT UGT UGT UGT UGT UGT UGT UG T C FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL E UG E UG E UG E UG E UG E OH E OH E OH E UGE FWWUGT UG T UG T UG T UG T UG T UG T UGT UG T UG T UG T C E W W W W FW FW UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UG E UG T UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT OH E OH E OH E UG T FW FW FW FW FW GA S G A S G A S C FUTUREGREASETRAPLOCATION FUTUREGREASETRAPLOCATION SEWER SEWER FUTUREGREASETRAPLOCATION 5 19 5 26 30 18 6 7 8 9 1 4 18 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 FL FL FL FL FL FL FL FL NO PARKING NO PA R K I N G NO PA R K I N G VAN F L W W W W W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E E E F FF F F E E E E EG C G OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWW 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 W W W W W GG GAS OHE OHE OHE OHE OH E W W W W W W W 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 CB L CB L CB L CB L OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E ELECTRIC TRANSMISSION TOWER 20' BUILDING SETBACK EXISTING GUY WIRE EXISTING POWER POLE EXISTING POWER POLE EXISTING GAS FLAG 50' BUILDING SETBACK PROPOSED 50' R.O.W. DEDICATION PROPOSED 50' R.O.W. DEDICATION PR. 12' WIDE DECELERATION LANE PR. 4' WIDE SHOULDER PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED PUBLIC 10" SEWER MAIN EXTENSION EXISTING COMMUNICATIONS CABLE BOX EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT 10' LANDSCAPE BUFFER EXISTING PROPERTY LINE PROPOSED PROPERTY LINE PROPERTY LINE 4.086 ACRE RIGHT-OF-WAY DEDICATION DOC# 202099013526 OPRGC 100' WIDE ELECTRIC EASEMENT VOL.431 PG.262-263 OPRGC PROPOSED GAS SERVICE PROPOSED RAMP (TYP.) PROPOSED ACCESSIBLE PARKING SIGN AND SYMBOL (TYP.) PROPOSED RAMP (TYP.) PROPOSED ACCESSIBLE PARKING SIGN AND SYMBOL (TYP.) 30 . 0 15 . 0 15 . 0 50 . 0 25 . 0 25 . 0 12 . 0 12.0 2.5 30.0 15.0 15.0 10 . 0 18 . 0 25 . 0 18 . 0 18 . 0 25 . 0 18 . 0 25.0 9.3 9.0 TYP. 9.0 TYP. 9.0 TYP. 16.0 9.3 18.0 9. 0 TY P . 18 . 0 9.0 TYP. 18 . 0 9.0 TYP. 18 . 0 9.0 TYP. 9.0 18 . 0 9.0 TYP. 9.0 TYP. 9.0 TYP. 18.0 9.0 TY P . 18.0 9. 0 TY P . 6.0 18.0 9.0 TY P . 8.0 25 . 0 18 . 0 18 . 0 25 . 0 18 . 0 25.0 25.0 25.0 2 5 . 0 25.0 4 0 . 0 12 . 0 12 . 0 8. 0 5.519.1 24.5 12.0 8.0 8.0 8.0 8.0 6.0 8.0 8.06.0 25.0 25 . 0 50.0 25.0 R4.0' R5. 0 ' R 1 0.0' R5 .0 ' R4.6' R4.6'R4.6' R4.6' R 4 5.0' R 5.0' R2 5 .0' 16.0 5.5 26.0 1.5 12 . 0 LAND USE: UNDEVELOPED ZONING: PDD (COMMERCIAL) SUBDIVISION: NOT PLATTED 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 STATION RD. PROPOSED 50' R.O.W. ME R I T L A N E PR O P O S E D 5 0 ' R . O . W . 25.0 STANDARD FDC PROPOSED 25' CROSS ACCESS EASEMENT PROPOSED STEEL RISER POLE. LOCATION TO BE SET IN COORDINATION WITH CPS. PROPOSED OVERHEAD ELECTRIC SERVICE PROPOSED 20' ELECTRIC EASEMENT LANDSCAPED AREA CANOPY AREA DRIVE AISLE TO BE CONSTRUCTED BY OTHERS (SEE LOT 8 SITE PLAN) 24.0 STANDARD FDC ±29' TRUCK HOSE LAY ±153' HAND PULLED HOSE LAY ±137' TRUCK HOSE LAY PROPOSED PATIO AREA (REF. ARCHITECTURAL PLANS) PROPOSED PATIO AREA (REF. ARCHITECTURAL PLANS) R25.0' R 5 0 .0 ' R50.0' R25.0' N41°52'46"E 85.35' N58°4 5 ' 3 5 " E 285.3 3 ' ∆=32°20'18" R=25.00' L=14.11' CB=N15°03'20"W C=13.92' N3 1 ° 1 3 ' 2 9 " W 25 5 . 1 0 ' R =1 5 0.0 0' ∆=6 3 °0 5'42" L =1 6 5 .1 8' C B =S 1 0 °1 9'55"W C =1 5 6 .9 6' PROPOSED PRIVATE FIRE HYDRANT PROPOSED 20' WATER EASEMENT PROPOSED 5' WATER EASEMENT PROPOSED PUBLIC FIRE HYDRANT PROPOSED 12'' PUBLIC WATER MAIN EXTENSION PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED GRATE INLET (TYP.) PROPOSED GRATE INLET (TYP.) PROPOSED UNDERGROUND TELECOMMUNICATION SERVICE PROPOSED 25' CROSS ACCESS EASEMENT 75 . 0 132.0 70 . 0 93.0 8.0 PROPOSED POWER POLE. CONTRACTOR TO COORDINATE WITH CPS. EXISTING POWER POLE EXISTING POWER POLE EXISTING POWER POLE EXISTING GAS FLAG EXISTING POWER POLE TO REMAIN CIB O L O V A L L E Y D R I V E VA R I A B L E W I D T H P U B L I C R . O . W . EXISTING UTILITY FIBER MANHOLE EXISTING GUY WIRE EXISTING UTILITY MARKERS EXISTING UTILITY MARKER EXISTING UTILITY MARKER 15.9 PR. DO NOT ENTER/ STOP SIGN PR. DO NOT ENTER/ STOP SIGN INTERSTATE HIGHWAY 35 VARIABLE WIDTH PUBLIC R.O.W. (300' MINIMUM) ±196' HAND PULLED HOSE LAY ±14 4 ' H A N D P U L L E D HO S E L A Y ±107' TRUCK HOSE LAY ±18 8 ' H A N D P U L L E D HO S E L A Y ±'18 TRUCK HOSE LAY PR. STOP SIGN PR. STOP SIGN R 30.0' PROPOSED S.E.T. REF. IH-35 N DECELERATION LANE PLAN. EDGE OF PAVEMENT N4 8 ° 0 7 ' 1 4 " W 23 6 . 1 3 ' N42°01'10"E 222.09' 10 . 0 8. 0R12.0 ' R 8.0' R 1 2 .0 'R1 2 . 0 ' R 1 0.0'R 10.0' R15.0' R10.0' MENU SIGNMENU SIGNR18.0 'R5 0.0 'R 5 0.0 'R 1 0.0' R 2 5 . 0 ' R 2 5 .0 ' PROPOSED PYLON N43°14'14"E 203.37' 15' LANDSCAPE BUFFER 14' ELEC., GAS & COMM. EASEMENT R 2 5.0' RELOCATED PUBLIC FIRE HYDRANT R25.0' VARIABLE WIDTH WATERLINE EASEMENT VOL.4193 PG.479 OPRGC PR. STOP SIGN ∆=90°00'00" R=15.00' L=23.56' CB=N3°07'14"W C=21.21' R 5.0' R 2 5. 0 'R 1 2. 0 ' R 1 0 .0 ' 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) R 5 0 .0 ' 1' VEHICULAR NON ACCESS EASEMENT R25.0' PROPOSED LIGHT POLE (REF. MEP PLANS) PROPOSED LIGHT POLE (REF. MEP PLANS) O O O OO O O O OO FUTUREGREASETRAPLOCATION NOPARKING NOPARKING FUTUREGREASETRAPLOCATION FUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATION NOPARKINGNOPARKING FUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATION SEWERSEWER FUTUREGREASETRAPLOCATION FLNOPARKINGNOPARKINGNOPARKING VAN FEMA ZONE AE G G G G G F G © 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 7 , 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 18 4 0 6 I H - 3 5 N , S C H E R T Z , T X 5 D C B A 4321 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. 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 C3.0 LO T 7 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 7, BLOCK 1 CURRENT ZONING PLANNED DEVELOPMENT DISTRICT BUILDING INFORMATION REFERENCE ARCHITECTURAL ELEVATION SHEETS FAST FOOD* (6,010 SF) RESTAURANT (6,500 SF) RETAIL/OFFICE (3,900 SF) PROPOSED LAND USE MULTI-TENANT (COMMERCIAL & FAST FOOD) SITE ACREAGE 3.05 AC. (132,708 SQ FT.) ADDRESS 18406 IH-35 N, SCHERTZ, TX PERVIOUS COVER 32,064 SQ. FT. (24%) PARKING DATA STANDARD SPACES PROVIDED 150 SPACES ACCESSIBLE SPACES PROVIDED 6 SPACES TOTAL SPACES PROVIDED 156 SPACES FAST FOOD SPACES REQUIRED 61 SPACES RESTAURANT SPACES REQUIRED 65 SPACES RETAIL/OFFICE SPACES REQUIRED 16 SPACES TOTAL SPACES REQUIRED*142 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. NORTH SITE INTERSTATE HIGHWAY-35 SCHERTZ STATION PARKWAY RIPP S - K R E U S L E R R O A D 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 SS W S G E CI FL S 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. N O 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. 07/24/2024 8:35:01 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development - ¶ ¶ 07/24/2024 8:35:07 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development 07/24/2024 8:35:12 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development - ¶ ¶ 07/24/2024 8:35:20 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development 07/24/2024 8:35:25 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS W WWW WWW W W W W W SS SS SS SSSS S SS S S S S S S S WWW S S UGE UGE UGE UGE UG E UGT UGT UGT UGT GAS FL FL FL FL FL FL FL F L FL FL FL FL FL FL W FW UG E UG E UG E UGE UGEUGT UGT UGT UGT UGT UGT UGT OH E FW FW G A S FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL UG E UG E OH E UGE UGEUGT UG T UG T UG T UG T UG T FL FL FL FL F L FL FL FL FL FL F L FL FL FL FL UG E UG E OH E UGE UG T UG T UG T UG T UG T UGT FL FL FL FL FL FL FL FL F L 40' WI D E S I G N E A S E M E N T DOC# 2 0 1 8 9 9 0 1 5 4 9 0 OPRG C TO BE R E M O V E D 100' W I D E E L E C T R I C E A S E M E N T VOL.4 3 1 P G . 2 6 2 - 2 6 3 OPRG C BRAS S T X D O T MONU M E N T F O U N D BRAS S T X D O T MONU M E N T F O U N D BRAS S T X D O T MONU M E N T F O U N D 1/2" IR S C 1/2" I R F C "KEW " 1/2" IR F BRAS S T X D O T MONU M E N T F O U N D 10' WIDE MAINTENANCE EASEMENTS DOC# 201899009532 OPRGC TO BE REMOVED BM# 1 9 4 7 VARIA B L E W I D T H W A T E R L I N E EASE M E N T V O L . 4 1 9 3 P G . 4 7 9 OPR G C 15' LA N D S C A P E B U F F E R 50' B U I L D I N G S E T B A C K 20'BUIL D I N G SETB A C K 25' BU I L D I N G S E T B A C K 25' WI D E D R A I N A G E EASE M E N T 25' WI D E M A I N T E N A N C E EASE M E N T DOC# 2 0 1 8 9 9 0 0 9 5 3 3 DOC# 2 0 1 8 9 9 0 0 9 5 5 8 OPR G C TO BE R E M O V E D 10' WI D E C O N S T R U C T I O N EASE M E N T S DOC# 2 0 1 8 9 9 0 0 9 5 3 3 O P R G C FUTU R E R O W L I N E 16' WI D E G R E E N V A L L E Y S P E C I A L U T I L I T Y D I S T R I C T WATE R L I N E E A S E M E N T V O L . 1 6 3 5 P G . 7 3 0 O P R G C 14' EL E C . , G A S , & COMM . E A S E M E N T CIB O L O V A L L E Y D R I V E (V A R I A B L E W I D T H P U B L I C R . O . W . ) APPR O X I M A T E L O C A T I O N O F D R A I N A G E E A S E M E N T I N V O L . 2 5 2 , P G . 2 0 4 AND A C C E S S R E S T R I C T I O N T O I N T E R S T A T E 3 5 I N V O L . 1 1 3 3 , P G . 4 3 7 OPRG C 1/2" IR S C1/2" IR S C W W W W W W W W W W W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E WIRE FENCE WIRE F E N C E ALON G B O U N D A R Y ELEC T R I C TRAN S M I S S I O N TOWE R OHEOHEOHEOHEOHEOHE OHEOHEOHEOHE OHEOHEOHE OHE OHE E E E D D U U TR D TE L 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 W W W W W W W W W W W W W W W W W W W W OHE OHEOHE W W W W W W W 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 CB L CB L CB L CB L CB L OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W SS W W W KEY PLAN L0.01 030 60 120 SCALE 1" = 60' - 0" LO T 7 LOT 7, SEE SHEET L0.03 N STATION ROAD ST A T I O N R O A D RIPP S - K R U E S L E R R O A D ME R I T L A N E PU L L M A N D R I V E I-35 FRONTAGE ROAD 1" = 60'-0" 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 CIB O L O V A L L E Y D R I V E 1 17 APRIL 2024 ISSUE FOR ADDENDUM 1 2 11 JULY 2024ISSUE FOR ADDENDUM 2 07/24/2024 8:35:30 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development CODE BOTANICAL / COMMON NAME MIN. ROOT CALIPER HEIGHT SPREAD REMARKS SPACING QTY CE ULMUS CRASSIFOLIA CEDAR ELM 65 GAL 2 1/2" - 3"10` - 12`4` - 5`FULL, SYMMETRICAL, MATCHED 6 CM LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE 30 GAL 1 1/2" - 2"8` - 9`4` - 5`FULL, SYMMETRICAL, MATCHED 15 LO QUERCUS VIRGINIANA LIVE OAK 65 GAL 2 1/2" - 3"10` - 12`4` - 5`FULL, SYMMETRICAL, MATCHED 18 ML SOPHORA SECUNDIFLORUM TEXAS MOUNTAIN LAUREL 30 GAL 1 1/2" - 2"8` - 9`4` - 5`FULL, SYMMETRICAL, MATCHED 2 RB CERCIS CANADENSIS EASTERN REDBUD 30 GAL 1 1/2" - 2"8` - 9`4` - 5`FULL, SYMMETRICAL, MATCHED 14 TA FRAXINUS ALBICANS TEXAS ASH 30 GAL 2 1/2" - 3"10` - 12`4` - 5`FULL, SYMMETRICAL, MATCHED 1 YH ILEX VOMITORIA YAUPON HOLLY 30 GAL 2 1/2" - 2"8' - 9'4' - 5'FULL, SYMMETRICAL, MATCHED 5 CODE BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS SPACING QTY CS SALVIA X 'DYSCERI' CHERRY LIPS SAGE 3 GAL 20"22"FULL, WELL ROOTED 30" O.C.115 PS LEUCOPHYLLUM FRUTESCENS 'PURPLE' PURPLE TEXAS SAGE 3 GAL 20"22"FULL, WELL ROOTED 30" O.C.352 UR ROSMARINUS OFFICINALIS UPRIGHT ROSEMARY 3 GAL 20"22"FULL, WELL ROOTED 18" O.C.382 GM MUHLENBERGIA CAPILLARIS GULF MUHLY GRASS 3 GAL 24"20"FULL, WELL ROOTED 30" O.C.374 GMG MUHLENBERGIA CAPILLARIS GULF MUHLY GRASS 3 GAL 24"20"FULL, WELL ROOTED 30" O.C.271 MFG NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 3 GAL 24"20"FULL, WELL ROOTED 30" O.C.324 MI MORAEA IRIDIOIDES BUTTERFLY IRIS 3 GAL 12" - 14"12" - 14"FULL WELL ROOTED 18" O.C.246 CODE BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS SPACING QTY FF ASPARAGUS DENSIFLORUS MEYERSII FOXTAIL FERN 3 GAL 12"12"FULL, WELL ROOTED 18" O.C.1,260 NG LANTANA X 'NEW GOLD' NEW GOLD LANTANA 1 GAL 10"8"FULL, WELL ROOTED 18" O.C.1,284 CODE BOTANICAL / COMMON NAME CONTAINER SIZE CALIPER HEIGHT SPREAD REMARKS SPACING SOD CYNODON DACTYLON BERMUDA GRASS SOD SOLID SOD PLANT SCHEDULE PLANTING SHEET 1 L0.02 LO T 7 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 treeTREE 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 PLANT LEGEND TREE ORNAMENTAL TREE SHRUB / GROUND COVER 3/16" (IN) STEEL EDGE (ONLY INDICATES WITH 'SE') COLOR TO BE BLACK SOLID SOD SE 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. 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 1 17 APRIL 2024 ISSUE FOR ADDENDUM 1 2 11 JULY 2024ISSUE FOR ADDENDUM 2 2 2 07/24/2024 8:35:35 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development 07/24/2024 8:35:42 AM Ap Approved By: Emily Delgado, Planning Manager Planning & Community Development