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Schertz Station Lot 1- Portillos Approved Site Plan SheetsRD RD SS SS SS S S S S GAS GAS GAS DW DW DW DW DW DW DW DW IRR IRR DW FW FW OH E OHE OHE OHE OHE OHE FW FW FW FW FW FW FW E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE SS SS SS FW FW FW FW FW FWFW FW UGE UGT 17 10 13 6 8 9 13 5 5 FL FL FL FL FL FL FL FL F L F L FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL F L F L FL FL FL FL FL FL FL F L F L FL FLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL NO PARKING NO PARKING SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS S S GASGASGASGAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 G A S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W SHARED PRIVATE DRIVE INTERSTATE HIGHWAY 35 (VARIABLE WIDTH PUBLIC R.O.W., 300' MINIMUM) PROPERTY LINE 10' LANDSCAPE BUFFER 50' BUILDING SETBACK PROPOSED DUMPSTER ENCLOSURE WITH SOLID METAL GATES RE: STRUCTURAL AND ARCHITECTURAL PLANS FOR DETAILS. TRASH RECEPTACLES REQUIRE 8-FOOT MASONRY WALLS FOR SCREENING. (NOT INCLUDED WITH ELEVATIONS) 14' ELECTRIC, GAS & COMMUNICATION EASEMENT VOL. 10, PG. 277-283 OPRGC EMPLOYEE SAFETY CURB PROPOSED ACCESSIBLE PARKING SIGN AND SYMBOL (TYP.) 4.086 ACRE RIGHT-OF-WAY DEDICATION DOC# 202099013526 OPRGC PROPOSED PATIO AREA (REF. ARCHITECTURAL PLANS) EXISTING FIRE HYDRANT DRIVE THRU MONUMENT SIGN 1' VEHICULAR NON ACCESS EASEMENT VOL. 10, PG. 277-283 OPRGC 50' WIDE ACCESS, DRAINAGE, WATER, AND WASTEWATER, EASEMENT DOC# 201899009531 DOC# 201899009534 DOC# 201899009557 OPRGC 15' UTILITY EASEMENT VOL.10, PG. 277-283 OPRGC 30' WIDE SHARED CROSS ACCESS EASEMENT VOL.8, PG.784-785 PRGC VARIABLE WIDTH ELECTRIC EASEMENT DOC# 201999005986 OPRGC 0.028 ACRE ELECTRIC EASEMENT DOC # _________________ (VIA SEPARATE INSTRUMENT) SH A R E D P R I V A T E D R I V E 29.6 29 . 6 S3 1 ° 1 6 ' 1 1 " E 34 1 . 5 0 ' N41°56'25"E 305.47' N4 4 ° 2 4 ' 1 0 " W 30 7 . 8 9 ' S46°54'27"W 227.32' 20 . 0 18 . 0 24 . 0 18 . 0 18 . 0 27 . 0 18 . 0 18 . 0 28 . 0 18 . 0 94.3 65 . 0 9.0 9.0 9.0 9.0 9.0 9.0 TYP. 9.0 TYP. 9.0 TYP. 9.0 TYP. 9.0 TY P . 10.024.0 22 . 0 11 . 0 11 . 0 22.0 10.25 1.5 24.07.1 13.0 24.0 31.8 R 1 0. 0 ' R 2 6 .0' R 48.0' R 8 .0' R 1 6.0' 2.5 R 23.4'R 23.1' 2. 6 6.1 R 2 0 . 0 ' 5.0INTEGRAL CURB EXISTING FIRE HYDRANT DRIVE THRU CANOPY REF. ARCHITECTURAL PLANS PROPOSED STOP/DO NOT ENTER SIGN ±18 6 ' T R U C K HO S E L A Y ±325' TRUCK HOSE LAY ±157' HAND PULLED HOSE LAY ±17 2 ' H A N D P U L L E D HO S E L A Y EMPLOYEE SAFETY CURB 5.0 STANDARD FDC R 4.0' R6 .5' 18.0 R 5.0' R 8.0' R 5 .0 'R 5.0' 14 0 ° EMPLOYEE CANOPY REF. ARCHITECTURAL PLANS 10.25 PROPOSED RAMP 5. 0 R50.0' R25.0' R25.0' R50.0' R25.0' R25.0' R50.0' R50.0' R25.0' 25.0 25 . 0 25.0 PROPOSED FIRE HYDRANT R 2 0 .0 ' PROPOSED TRENCH DRAIN PROPOSED OVERHEAD ELECTRIC LINE 10.0 10.0 10.0 27.0 9.0 18.0 9. 0 TY P . LAND USE: UNDEVELOPED ZONING: PDD (COMMERCIAL) SUBDIVISION: SCHERTZ STATION SUBDIVISION- LOT 1-10, 12 - BLOCK 1 VOL.10, PG. 277-283 OPRGC LOT 2, BLOCK 1 OWNER: SCHERTZ STATION, LTD., A TEXAS LIMITED PARTNERSHIP LAND USE: COMMERCIAL ZONING: GENERAL BUSINESS SUBDIVISION: LOT 1, WIEDERSTEIN RANCH DOC# 201899009566, OPRGC OWNER: MI RED VINES LLC R 4.0' 5.0 9.0 28.0 27 . 0 179.5 20 8 . 8 R 11.0' PROPOSED 20' ELECTRIC EASEMENT R 5 .0' 15 1 . 8 2. 0 © 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 1 , 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 6 7 8 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 C1.0 LO T 1 S I T E P L A N 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 "X" AND IS NOT 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 ELECTRICAL MANHOLE PROPOSED TRANSFORMER PROPOSED CURB/GRATE INLET EXISTING SANITARY SEWER MANHOLE EXISTING CLEANOUT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING VALVE EXISTING POWER POLE EXISTING ELECTRICAL UTILITY MARKER GAS MANIFOLD PROPOSED PERVIOUS LANDSCAPE PROPOSED ASPHALT PROPOSED CONCRETE SS W GAS UGE UGT S G E FL S SITE DATA TABLE GENERAL SITE DATA FINAL PLAT DESCRIPTION SCHERTZ STATION SUBDIVISION LOT 1, BLOCK 1, VOL. 10, PG. 277-283 CURRENT ZONING PLANNED DEVELOPMENT DISTRICT BUILDING INFORMATION BUILDING HEIGHT 27.5' FLOOR AREA RATIO 0.073 BUILDING AREA: 6,160 S.F.PATIO AREA: 415 S.F. REFERENCE ARCHITECTURAL ELEVATION SHEETS PROPOSED LAND USE FAST FOOD SITE ACREAGE 1.95 AC. (84,922 SQ FT.) ADDRESS 18678 IH-35 N, SCHERTZ, TX IMPERVIOUS COVER 67,961 SQ. FT. (80%) PERVIOUS COVER 16,961 SQ. FT. (20%) PARKING DATA STANDARD SPACES PROVIDED 82 SPACES ACCESSIBLE SPACES PROVIDED 4 SPACES TOTAL SPACES PROVIDED 86 SPACES FAST FOOD SPACES REQUIRED 66 SPACES TOTAL SPACES REQUIRED*66 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. SITE NORTH E CI SCALE 1" : 20' 10'-0" 549.98 sf 03/27/2025 5:07:51 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development04/02/2025 4:54:49 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development PM DESIGN GROUP - PLANNING PRESENTATION FOR SCHERTZ, TXSOUTHWEST GARAGE - COVER PAGE 12.10.2024 SCHERTZ, TX PROPOSED NEW RESTAURANT FOR PAGE INDEX PG.PAGE NAME 1 COVER PAGE 2 FRONT / REAR ELEVATION 3 LEFT / RIGHT ELEVATION 4 DRIVE THRU 5 RENDERING 6 RENDERING 03/27/2025 5:09:36 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development 04/02/2025 4:53:49 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development TOP OF WALL 19'-10" TOP OF SCREEN 23'-6" TOP OF TOWER 27'-6" 9'-3 1/2" D K C AB A D B B H J E F TOP OF WALL 19'-10" TOP OF SCREEN 23'-6" TOP OF TOWER 27'-6" B A C K D H E PM DESIGN GROUP - PLANNING PRESENTATION FOR SCHERTZ, TXSOUTHWEST GARAGE - FRONT / REAR ELEVATION 12.10.2024 1/4" = 1'-0"1 ELEVATION @ FRONT ENTRY 1/4" = 1'-0"2 ELEVATION @ REAR DRIVE-THRU CEMENT PANELS: NICHIHA SELECTIONS A B C D E SANDSTONE ROUGH SAWN CANYON BRICK TUFF BLOCK TUFF BLOCK OTHER FACADE SELECTIONS: F ALUMINUM STOREFRONTG DECORATIVE BRONZE METAL/COATINGSH RED FASCIA AT PARAPET CAP AND SCREEN CAPJ BRONZE STANDING SEAM METAL ROOFKMISC. METAL CLADDINGLPAINTED METAL - REDMPAINTED METAL - BLACK 03/27/2025 5:09:39 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development 04/02/2025 4:53:53 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development TOP OF WALL 19'-10" TOP OF SCREEN 23'-6" 8'-8"8'-8"8'-8" A C K H D E TOP OF WALL 19'-10" TOP OF SCREEN 23'-6"A B C K C J D PM DESIGN GROUP - PLANNING PRESENTATION FOR SCHERTZ, TXSOUTHWEST GARAGE - LEFT / RIGHT ELEVATION 12.10.2024 1/4" = 1'-0"1 ELEVATION @ LEFT (DINING) SIDE 1/4" = 1'-0"2 ELEVATION @ RIGHT (KITCHEN) SIDE CEMENT PANELS: NICHIHA SELECTIONS A B C D E SANDSTONE ROUGH SAWN CANYON BRICK TUFF BLOCK TUFF BLOCK OTHER FACADE SELECTIONS: F ALUMINUM STOREFRONTG DECORATIVE BRONZE METAL/COATINGSH RED FASCIA AT PARAPET CAP AND SCREEN CAPJ BRONZE STANDING SEAM METAL ROOFKMISC. METAL CLADDINGLPAINTED METAL - REDMPAINTED METAL - BLACK 03/27/2025 5:09:43 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development04/02/2025 4:53:56 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development J G MENU BOARD BOLLARD PAINTED METAL PAINTED TO MATCH, CARDINAL RED PAINTED METAL - BLACK PAINTED METAL PAINTED TO MATCH, CARDINAL RED PAINTED METAL - BLACK 1'-4"2'-11"5'-10"10'-6"5'-10"2'-11"1'-4" 11"11" 8'- 2 1 / 4 " 1' - 9 3 / 4 " 2'- 1 " 1' - 1 1 " 11'-5" 33'-4" 10 ' - 0 " 3'-6 17/32"2'-5 21/32" COLUMN FOOTING COLUMN FOOTING PM DESIGN GROUP - PLANNING PRESENTATION FOR SCHERTZ, TXSOUTHWEST GARAGE - DRIVE-THRU 12.10.2024 3/8" = 1'-0"2 ORDER CANOPY CEMENT PANELS: NICHIHA SELECTIONS A B C D E SANDSTONE ROUGH SAWN CANYON BRICK TUFF BLOCK TUFF BLOCK OTHER FACADE SELECTIONS: F ALUMINUM STOREFRONTG DECORATIVE BRONZE METAL/COATINGSH RED FASCIA AT PARAPET CAP AND SCREEN CAPJ BRONZE STANDING SEAM METAL ROOFKMISC. METAL CLADDINGLPAINTED METAL - REDMPAINTED METAL - BLACK 3/8" = 1'-0"1 ELEVATION - DRIVE THRU ENTRY 03/27/2025 5:09:46 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development 04/02/2025 4:53:59 PM Ap Approved By: Daisy Marquez, Planner Planning & Community Development SS SS GAS UG T UG T UG T UG T UG T DW FW OH E OHE OHE OHE FW E UG E UG E UG E FL FL FL FL FL FL FL FL F L FL FL FL FL FL F L FL FL SSSSSSSSSSSSSSSS W WWW SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS S SS S S S S S WWW S S GASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGAS FL FL E UG E UG E OH E UG T UG T UG T UGT FUTUREGREASETRAPLOCATION FUTUREGREASETRAPLOCATION 4"SS 6"SS 2"V 2"V 4"SS 4"GW SEWERSEWER FL FL FL FL FL FL FL FL FL OHE OHE OHE UG E UG E UG E UG E GA S GA S GA S GA S GA S E E U E E E E E E E E E E E E E E EEE E E E G T V T V T V T V G T V T V E OHEOHEOHEOHE OHEOHEOHEOHE OHEOHE OHEOHE 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 T KEY PLAN L0.01 LOT 1, SEE SHEET L0.02 LO T 1 STATION ROAD AC C E S S R O A D PU L L M A N D R I V E N I-35 FRONTAGE ROAD 1" = 60'-0" 30 0 60 SCALE 1" = 60' - 0" 120 01/10/2025 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 07/31/2024 MH MERIT COMMERCIAL REAL ESTATE CS07/31/2024 CLIENT SHEET TITLE SHEET NUMBER SC H E R T Z , T E X A S 10 JANUARY 2025 ISSUE FOR CONSTRUCTION 03/27/2025 5:07:56 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development SS SS SS SS SS SS SS SS SS SS SS GAS GAS GAS UGT UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T DW DW DW DW IRR IRR DWFWFWFWFW OH E OH E UGE UGE FW FW FW FW E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL F L FL FLFL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS S GAS GAS 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 GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S U E E E E E E E E E E E E E E E E W 1 CE GM 19 NG 53 LO 1 NG 35 1 CE AJ 48 YH 1 NG 32 LO 1 GM 16 NG 38 18 UR LO 6 PS 15 UR 16 15 GM 15 MFG UR 21 PS 41 29 GM 15 MFG PS 32 UR 21 15 GM 15 MFG PS 17 UR 21 15 GM 15 MFG PS 21 UR 21 11 GM 15 MFG PS 12 UR 13 15 GM 15 MFG 16 PS 16 UR 14 GM 27 NG 5 PS 34 GM 5 UR 27 FF 13 GM 77 MI 32 NG 16 GM 32 NG 16 GM 1 LO 32 NG 1 LO 32 NG 56 AJ 35 MI 5 PS 27 NG 34 GM 5 UR 27 FF 34 GM 5 PS 27 NG 34 GM 5 UR 27 FF 34 GM 5 PS 27 NG 34 GM 5 UR 27 FF 14 GM 38 MI 27 NG 5 UR27 FF 34 GM 27 NG34 GM PS 5 27 FF UR 5 34 GM PS 5 27 NG34 GM28 FF UR 5 34 GM NG 23 GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE LOT BOUNDARY SOD SOD SOD SOD SOD SOD SOD SOD LOT BOUNDARY LOT BOUNDARY LOT BOUNDARY BUILDING SETBACK LINE BUILDING SETBACK LINE 83 AJ 1 YH 1 CE CE 1 UR 4 PS 2 CE 1 1 CE NG 21 26 NG E SS SS S S S SS S S S S S S GASGAS E FUTUREGREASETRAPLOCATION E FUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATION SEWERSEWER FUTUREGREASETRAPLOCATIONEFUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATIONEFUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATION4"SS 6"SS 2"V2"V4"SS 4"GWSEWERSEWER W W O H E O H E O H E O H E EEU E E E EE E E E E E E E EEEEE EEFFFF F F E F F E EEEE E EEETVGTVCTVTVGTVTVTVTVGTVTV E G EEE C E E D D UUU TR D UE U W W W W G F G W W CB L CB L OH E OH E S S S S S W S S T PLANT SCHEDULE CODE BOTANICAL / COMMON NAME MIN. ROOT CALIPER HEIGHT SPREAD REMARKS SPACING QTY TREES CE ULMUS CRASSIFOLIA CEDAR ELM 65 GAL 2 1/2" - 3"10` - 12`4` - 5`FULL, SYMMETRICAL, MATCHED 6 LO QUERCUS VIRGINIANA LIVE OAK 65 GAL 2 1/2" - 3"10` - 12`4` - 5`FULL, SYMMETRICAL, MATCHED 10 YH ILEX VOMITORIA YAUPON HOLLY 45 GAL 1 1/2" - 2"8` - 9`4` - 5`FULL, SYMMETRICAL, MATCHED 2 SHRUBS PS LEUCOPHYLLUM FRUTESCENS 'PURPLE' PURPLE TEXAS SAGE 3 GAL 20"22"FULL, WELL ROOTED 30" O.C.186 UR ROSMARINUS OFFICINALIS UPRIGHT ROSEMARY 3 GAL 20"22"FULL, WELL ROOTED 18" O.C.186 GRASSES GM MUHLENBERGIA CAPILLARIS GULF MUHLY GRASS 3 GAL 24"20"FULL, WELL ROOTED 30" O.C.582 MFG NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 3 GAL 24"20"FULL, WELL ROOTED 30" O.C.90 GROUNDCOVER MI MORAEA IRIDIOIDES BUTTERFLY IRIS 3 GAL 12" - 14"12" - 14"FULL WELL ROOTED 18" O.C.150 AJ TRACHELOSPERMUM ASIATICUM ASIATIC JASMINE 1 GAL 10"10"FULL, WELL ROOTED 15" O.C.187 FF ASPARAGUS DENSIFLORUS MEYERSII FOXTAIL FERN 3 GAL 12"12"FULL, WELL ROOTED 18" O.C.190 NG LANTANA X 'NEW GOLD' NEW GOLD LANTANA 1 GAL 10"8"FULL, WELL ROOTED 18" O.C.545 TURF SOD CYNODON DACTYLON BERMUDA GRASS SOD SOLID SOD 8,207 SF PLANT SCHEDULE 1" = 20'-0" PLANTING PLAN KEY MAP L0.02 10 0 20 40 SCALE 1" = 20' - 0" LO T 1 N 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 5 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 3 6" 6" FINISH GRADE COMPLETELY EXCAVATE BED AREA AND BACKFILL WITH PLANTING MIX HALF DISTANCE OFPLANT SPACING re: triangular spacing detail N.T.S.SECTION SHRUB/GROUNDCOVER PLANTING MULCH LAYER 4 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 1 STATION ROAD AC C E S S R O A D 01/10/2025 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 07/31/2024 MH MERIT COMMERCIAL REAL ESTATE CS07/31/2024 CLIENT SHEET TITLE SHEET NUMBER SC H E R T Z , T E X A S 10 JANUARY 2025 ISSUE FOR CONSTRUCTION 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.T.S.SECTION STEEL EDGING FINISH GRADE STEEL EDGING; BLACK TOP OF MULCH LAYER PLANTING MIXTURE 16" (IN) LONG STEEL STAKESLOCATED ON PLANTING BEDSIDE 1/ 2 " 1/ 2 " TOP OF SOD PREPARED SUBGRADE 2 03/27/2025 5:07:59 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE GRAVEL SE LOT BOUNDARY SOD SOD SOD SOD SOD SOD SOD SOD LOT BOUNDARY LOT BOUNDARY LOT BOUNDARY BUILDING SETBACK LINE BUILDING SETBACK LINE SS SS SS SS SS SS SS SS SS SS SS GAS GAS GAS UGT UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T DW DW DW DW IRR IRR DWFW FW FW FW OH E OH E UGE UGE FW FW FW FW E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL F L FL FLFLFLFLFLFLFL FL F L FL FL FL FL FL FL FL FL SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS S GASGAS 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 G A S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S U E E E E E E E E E E E E E E E E W LB LB LBT R 6" 4" 4" 4"4" 4" 4" 6" 6" MBF 323.1 112" 4" 537.1 112" 624.6 112" 8 36.6 112" 9 18 1" 106.05 1" 11 24.7 1" 34" 34" 114" 2" 121.8 112" 12" 12"4" 114" 34" 1" 114" 3 4" 114" 1" 34" 3 4" 34" 114" 4" C RS 1" IRRIGATION METER & BACKFLOW PREVENTER IRRIGATION CONTROLLER & RAIN SENSOR 434.3 2" 112" 34"1"114" 223.8 112" 1" 34"34"1" 114" 719.3 112" 1"3 4" 12" 34" 114" 114" 3 4"114" 2" 1" 1" 1" 4" 1" 34" E SS SS S S S SS S S S S S S GASGAS E FUTUREGREASETRAPLOCATION E FUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATION SEWERSEWER FUTUREGREASETRAPLOCATIONEFUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATIONEFUTUREGREASETRAPLOCATIONFUTUREGREASETRAPLOCATION4"SS 6"SS 2"V2"V4"SS 4"GWSEWERSEWER W W O H E O H E O H E O H E EEU E E E EE E E E E E E E EEEEE EEFFFF F F E F F E EEEE E EEETVGTVCTVTVGTVTVTVTVGTVTV E G EEE C E E D D UUU TR D UE U W W W W G F G W W CB L CB L OH E OH E S S S S S W S S T LB LB LBT R 2"GRAVELSE SOD LOT BOUNDARY LOT BOUNDARY LOT BOUNDARY 15' (FT) LANDSCAPEBUFFER BUILDINGSETBACK LINEPATIO LOT BOUNDARY GRAVELSE GRAVELSE SOD SOD PROPERTY LINE PROPERTY LINE SOD SOD SOD 5'-0"EQ.EQ.CM3 1CE 1ML 1ML TA1 LO2 6GM NG66FF 6NG 13NGAJ33 2CE AJ23 MI11 MI71NG50 UR2713MFG GM1512PS UR13 8MFGGM15UR1211PS15MFG GM1513PS UR12UR13FF18 26PS NG23FF23 25NG23FF16GM NG77 GM27NG29PS16GM30 LIMIT OF WORK 1" IRRIGATION METER &BACKFLOW PREVENTER MBF128.9112" 231" 55.57112"661" 723.4112"825.5112" 1" 1" 34" 34"1"112"1" 112" 112"CRS IRRIGATION CONTROLLER& RAIN SENSOR 6" 6" 6"6" 6" 6" 34" 311.71"411.0112" 2"1" 1" 34"112" 1"112" 1" 2" 2" 2" 2"1" 1" Generated:2024-11-13 10:51 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC:60 PSI Elevation Change:5.00 ft Service Line Size:2" Length of Service Line:20 ft Pressure Available:58 PSI DESIGN ANALYSIS Maximum Station Flow:36.59 GPM Flow Available at POC:37.5 GPM Residual Flow Available:0.91 GPM Critical Station:11 Design Pressure:30 PSI Friction Loss:2.49 PSI Fittings Loss:0.25 PSI Elevation Loss:0 PSI Loss through Valve:5.81 PSI Pressure Req. at Critical Station:38.6 PSI Loss for Fittings:0 PSI Loss for Main Line:0.87 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:13.9 PSI Loss for Water Meter:3.61 PSI Critical Station Pressure at POC:56.9 PSI Pressure Available:58 PSI Residual Pressure Available:1.1 PSI CRITICAL ANALYSIS 1" = 20'-0" IRRIGATION PLAN KEY MAP L2.01 10 0 20 40 SCALE 1" = 20' - 0" LO T 1 N STATION ROAD AC C E S S R O A D 01/10/2025 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 07/31/2024 MH MERIT COMMERCIAL REAL ESTATE CS07/31/2024 CLIENT SHEET TITLE SHEET NUMBER SC H E R T Z , T E X A S 10 JANUARY 2025 ISSUE FOR CONSTRUCTION 03/27/2025 5:08:06 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development 1 SCALE: NOT TO SCALE REDUCED PRESSURE BACKFLOW PREVENTOR MAINLINE FROM SOURCE ADAPT INLET AND OUTLET AS REQUIRED COPPER NIPPLE (LENGTH AS REQUIRED) COPPER UNION COPPER 90 DEGREE ELBOW COPPER NIPPLE COPPER NIPPLE NOTE: WRAP ALL ABOVE GROUND COMPONENTS WITH INSULATION FOR FREEZE PROTECTION OR INSTALL INSULATED FIBERGLASS ENCLOSURE. WYE STRAINER 30 " M A X . 12 " M I N I M U M 12 " M I N . SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER PROS-04-PRS30 STRIP SERIES TURF SPRAY, 30 PSI REGULATED 4IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER PROS-04-PRS30 8 SERIES TURF SPRAY, 30 PSI REGULATED 4IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER PROS-04-PRS30 10 SERIES TURF SPRAY, 30 PSI REGULATED 4IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER PROS-04-PRS30 12 SERIES TURF SPRAY, 30 PSI REGULATED 4IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER PROS-04-PRS30 15 SERIES TURF SPRAY, 30 PSI REGULATED 4IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER PROS-04-PRS30 ADJ SERIES TURF SPRAY, 30 PSI REGULATED 4IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER MP CORNER PROS-04-PRS40-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. 40 HUNTER MP2000 PROS-04-PRS40-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 40 HUNTER MP3500 PROS-04-PRS40-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 35 HUNTER PCB 10 FLOOD BUBBLER, 1/2" FIPT.20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-151-XL-40 DRIP CONTROL ZONE KIT. 1-1/2IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 20 GPM TO 60 GPM. 120 MESH STAINLESS STEEL SCREEN. 1-1/2IN. INLET X SINGLE 2IN. OUTLET PIPE TRANSITION POINT IN DRIP BOX PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6IN. DRIP BOX. AREA TO RECEIVE DRIPLINE HUNTER HDL-09-12-CV HDL-09-12-CV: HUNTER DRIPLINE W/ 0.9 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING W/ BLACK STRIPING. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. MATCO-NORCA 514TX 1/2"-4" BRASS GATE VALVE, FULL PORT, WITH SOLID WEDGE. IPS. CROSS HANDLE. SAME SIZE AS MAINLINE PIPE. FEBCO 860 1" REDUCED PRESSURE BACKFLOW PREVENTER HUNTER A2C-1200-M 12-STATION CONTROLLER IN AN OUTDOOR GRAY STEEL WALL MOUNT ENCLOSURE. HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. WATER METER 1" IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 ES CS SSRCSLCS FHTQ Q T H F Q T H F Q T H F T K G R LB 25 50 10 20 BF C RS M Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE 2 SCALE: NOT TO SCALE BACKFLOW VALVE COVER CONCRETE PAD, PER MANUFACTURER'S SPECS. GUARD SHACK VANDAL & THEFT RESISTANT ENCLOSURE. LIFT OFF MODEL COLOR TO BE GREEN. INSTALL PER MANUFACTURERS SPECS. COMPACTED SUBGRADE FINISH GRADE 3 SCALE: NOT TO SCALE GATE VALVE DETAIL PEA GRAVEL (6" DEPTH) PVC MAIN LINE BRICK (2 TOTAL) PEA GRAVEL GATE VALVE VALVE BOX 6" PVC PIPE FINISH GRADE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 HUNTER ICZ-151-XL-40 1-1/2"AREA FOR DRIPLINE 21.83 22.1 38.4 1.44 in/h 2 HUNTER ICV-G 1-1/2"TURF SPRAY 23.79 36.9 55.6 1.39 in/h 3 HUNTER ICZ-151-XL-40 1-1/2"AREA FOR DRIPLINE 23.1 22.2 40.0 1.44 in/h 4 HUNTER ICV-G 2"TURF SPRAY 34.3 33.1 56.5 1.65 in/h 5 HUNTER ICZ-151-XL-40 1-1/2"AREA FOR DRIPLINE 37.05 26.0 50.1 1.44 in/h 6 HUNTER ICV-G 1-1/2"TURF SPRAY 24.58 32.6 50.3 2.15 in/h 7 HUNTER ICV-G 1-1/2"TURF SPRAY 19.26 33.2 48.6 1.44 in/h 8 HUNTER ICZ-151-XL-40 1-1/2"AREA FOR DRIPLINE 36.59 22.8 44.2 1.44 in/h 9 HUNTER ICV-G 1"BUBBLER 18 26.2 40.8 2.18 in/h 10 HUNTER ICV-G 1"TURF ROTARY 6.05 44.1 56.1 0.4 in/h 11 HUNTER ICV-G 1"TURF SPRAY 24.68 38.6 55.3 1.59 in/h VALVE SCHEDULE 4 SCALE: NOT TO SCALE QUICK COUPLING VALVE DETAIL 3/4" x 12" GALVANIZED STEEL NIPPLE QUICK COUPLING VALVE VALVE BOX FLUSH WITH FINISH GRADE PEA GRAVEL WITHIN 4" OF TOP OF VALVE PVC MAIN LINE SCH 40 PVC TEE 3/4" x 3" SCH 80 NIPPLE SCH 80 ELL 1/2" x 24" STEEL STAKE 5 SCALE: NOT TO SCALE REMOTE CONTROL VALVE DETAIL VALVE BOX FLUSH WITH FINISH GRADE PEA GRAVEL REMOTE CONTROL VALVE WITH 24" LONG LOOP OF CONTROL WIRE MAINLINE SCHEDULE 40 PVC FITTING 45 DEGREE ELBOW 6 SCALE: NOT TO SCALE TYPICAL DRIP IRRIGATION PROVIDE POP-UP SPRAY HEAD WITH FULLY CLOSED NOZZLE TO INDICATE PRESSURIZED DRIPLINE DRIP SUPPLY HEADER WITH TEES FLUSH VALVE WITH VALVE BOX NOTE: CENTER FEED LAYOUT IS PREFFERRED. USE END FEED LAYOUT WHEN MORE PRACTICAL. PRESSURE REGULATING CONTROL VALVE WITH INLINE FILTRATION DRIP SUPPLY HEADER WITH TEES LANDSCAPE EMITTER DRIPLINE WITH 18" SPACING AIR VACUUM RELIEF VALVE WITH VALVE BOX 7 SCALE: NOT TO SCALE MULTIPLE BED DRIP IRRIGATION DRIPLINE TUBING WITH EMBEDDED EMITTERS SPACED 2 INCHES FROM CURB AND CONTINUING 18 INCHES O.C. ACROSS PLANTING AREA CONTROL ZONE KIT WITH VALVE, FILTER, AND PRESSURE REGULATOR PRESSURIZES MAINLINE SUPPLY HEADER INSTALL DUMMY SPRAY HEAD WITH FULLY CLOSED NOZZLE TO VERIFY PRESSURIZED OPERATION OF DRIP LINES FLUSH VALVE AS PER MANUFACTURER'S RECOMMENDATIONS CONCRETE CURB OR PLANTER EDGE AIR VACUUM RELIEF VALVE @ HIGH POINT. PROVIDE VALVE BOX TO CALCULATE WATER USAGE IN GALLON PER MINUTE (GPM) DETERMINE TOTAL SQUARE FEET OF PLANTING BED, DIVIDE BY 100, AND MULTIPLY BY 0.4 INSTALL ALL DRIP IRRIGATION COMPONENTS, AS PER MANUFACTURER'S INSTRUCTIONS NOTES: CENTER FEED LAYOUT IS PREFERRED. USE END FEED LAYOUT WHEN MORE PRACTICAL. 8 SCALE: NOT TO SCALE 18X18 SUB-SURFACE DRIP IRRIGATION DETAIL 18"18" LATERAL SUPPLY SCH 80 PVC RISER FINISH GRADE EMITTERS 18" O.C. SUB-SURFACE DRIPLINE 4" - 6" BELOW GRADE PLANT MIX FLUSH CAP AT END OF EACH RUN (TYPICAL) MULCH LAYER 18 " 18"FLUSH CAP AT END OF RUN (TYPICAL) STAGGER SPACING OF EMITTERS WITHIN SHRUB BEDS PLAN VIEW 9 SCALE: NOT TO SCALE WALL MOUNTED CONTROLLER PLAN VIEW ELEVATION HARD WIRE 117 VOLT A.C. POWER SUPPLY BEHIND CONTROLLER IN FLUSH BOX CONTROLLER BOX LAG BOLTS OR EXPANSION BOLTS (AS REQUIRED) WALL 6' LONG COPPER GROUND ROD, CONNECT TO GROUND TERMINAL ON THE CONTROLLER SCHEDULE 80 PVC SWEEP ELL SCHEDULE 80 PVC COUPLING RIGID STEEL CONDUIT, SET PLUMB 1/2" STEEL CONDUIT STEEL SPLICE ACCESS PANEL 1 1/4" RIGID STEEL CONDUIT SCHEDULE 80 PVC MALE CONNECTOR KEYED LOCK OR PAD LOCK HARD WIRE 117 VOLT A.C. POWER OUTLET BEHIND CONTROLLER CONTROLLER (AS SPECIFIED) 10 SCALE: NOT TO SCALE RAIN SENSOR PARAPET COPING ROOF OF BUILDING J-BOX, BY ELECTRICAL CONTRACTOR CONDUIT THROUGH WALL, BY ELECTRICAL CONTRACTOR CONDUIT WITH PULL WIRE TO CONTROLLER, BY ELECTRICAL CONTRACTOR PLACE RAIN SENSOR JUST BELOW PARAPET COPING RAIN SENSOR WITH FEMALE THREADED INLET, SEE PLANS FOR TYPE ELECTRICAL CONDUIT TO RAIN SENSOR, BY IRRIGATION CONTRACTOR 11 SCALE: NOT TO SCALE GEAR DRIVEN ROTOR HEAD GEAR DRIVEN ROTOR HEAD, AS SPECIFIED. SET TOP OF BODY FLUSH WITH FINISH GRADE FINISH GRADE RAINBIRD SWING ASSEMBLY, MODEL SA 127057; 3/4" BY 12" LONG OR HUNTER SWING JOINT MODEL SJ-512; 3/4" BY 12" LONG CLASS 200 LATERAL LINE SCH 40 PVC TEE 12 SCALE: NOT TO SCALE HIGH-POP SPRAY HEAD DETAIL RAINBIRD SWING ASSEMBLY, MODEL SA 127057; 3/4" BY 12" LONG OR HUNTER SWING JOINT MODEL SJ-512; 3/4" BY 12" LONG PVC SCHEDULE 40 OUTLET TEE OR ELL CLASS 200 PVC LATERAL LINE SPECIFIED SPRAY BODY AND NOZZLE FINISH GRADE 13 SCALE: NOT TO SCALE SLOPE FEED LAYOUT NOTE: ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE REMOTE CONTROL VALVE ASSEMPLY WITH DISC FILTER AND PRV TOE OF SLOPE PVC EXHAUST HEADER LATERAL TUBING LINE FLUSHING VALVE ASSEMBLY AIR / VACUUM RELIEF ASSEMBLY TOP OF SLOPE PVC SUPPLY HEADER CONVENTIONAL SPACING PLUS 25% ON BOTTOM 1/3 OF SLOPE CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE 16 SCALE: NOT TO SCALE TREE RING IRRIGATION PLACE 3RD RING 24" FROM TREE PLACE 2ND RING 16" FROM TREE PLACE 1ST RING 8" FROM TREE TRUNK SCH 200 PIPING TO SOURCE SCH 200 PIPING TO SOURCE PLACE 3RD RING 24" FROM TREE PLACE 2ND RING 16" FROM TREE PLACE 1ST RING 8" FROM TREE TREE WATERING BASIN TRUNK 15 SCALE: NOT TO SCALE BUBBLER DETAIL FINISH GRADE ROOT BALL 4" DIA. PVC INSPECTION TUBE, SEE TREE PLANTING DETAIL BUBBLER HEAD; PLACE BUBBLER HEAD ON TOP OF ROOTBALL, TWO BUBBLERS PER TREE 1/2" FLEX PVC SCH 40 PVC NIPPLE SCH 40 PVC TEE OR ELL PVC LATERAL LINE 14 SCALE: NOT TO SCALE WATERING SYSTEM - 10" ROOT ZONE NOTE: INSTALL HUNTER FILTER FABRIC SLEEVE - #RZWSSLEEVE 5,242,112 U.S. PAT. HunterR GRATED CAP BUBBLER (OPTIONAL) HVC CHECK VALVE (OPTIONAL) MULCH FINISH GRADE ROOT INTRUSION BARRIER HUNTER SWING JOINT (OPTIONAL) LATERAL TEE OR ELL LATERAL PIPE PATENTED STRATAROOT ASSEMBLY L2.02 LO T 1 IRRIGATION DETAILS 01/10/2025 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 07/31/2024 MH MERIT COMMERCIAL REAL ESTATE CS07/31/2024 CLIENT SHEET TITLE SHEET NUMBER SC H E R T Z , T E X A S 10 JANUARY 2025 ISSUE FOR CONSTRUCTION 03/27/2025 5:08:10 PM Ap Certified By: Emily Delgado, Planning Manager Planning and Community Development