Loading...
Fire Station #4 Site plan documentsJ OE OE OE OE OE OE OE OE OE OE OE OE ACRES, AGUA & AG LTD. 5.761 ACRES VOL. 3081, PG. 656 O.P.R.G.C.T. ACRES, AGUA & AG LTD. 19.754 ACRES VOL. 3081, PG. 653 O.P.R.G.C.T. ACRES, AGUA & AG LTD. 12.92 ACRES VOL. 3081, PG. 649 O.P.R.G.C.T. ACRES, AGUA & AG LTD. 16.34 ACRES VOL. 3081, PG. 651 O.P.R.G.C.T. GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB WWWWWWWWWWWWWWWWWWWW W W W WWWWWW S2 9 ° 5 1 ' 0 2 " E 6 0 2 . 3 7 ' N2 9 ° 5 1 ' 0 2 " W 5 9 9 . 8 6 ' S60°08'58"W 720.00' N59°57'00"E 720.00' LOT 8, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 7, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 6, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 5, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 4, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 3, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 2, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 1, BLK 49 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. UR B A N L A N E (6 0 ' R . O . W . P E R P L A T ) TR O Y L A N E (6 0 ' R . O . W . P E R P L A T ) SH A D Y L A N E (6 0 ' R . O . W . P E R P L A T ) W W W W W W W W W W W W W W W W W W W W W WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WIEDERSTEIN RD (60' R.O.W. PER PLAT) LOT 9, BLK 50 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 10, BLK 50 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 9, BLK 51 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 10, BLK 51 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 9, BLK 54 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. LOT 10, BLK 54 LIVE OAK HILLS SUBD. VOL 2, PG 146-147 P.R.G.C.T. 71' 20 ' 9' 9' 9' 20 ' 20' 56.17' 20 . 5 ' 27 . 0 4 ' 15 . 2 7 ' 42.8 4 ' 35 . 1 4 ' 10 . 6 4 ' 67.05' 10 6 . 2 7 ' 10 6 . 3 2 ' R25'R25' 53 . 5 9 ' 20 ' 9' 18 7 . 5 2 ' PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 14' G, E, T, CATV ESMT 16' CCMA REUSE WATER AND WASTEWATER ESMT 14' G, E, T, CATV ESMT 14' G, E, T, CATV ESMT 14' G, E, T, CATV ESMT 12" CORRUGATED METAL PIPE EXIST WIRE FENCE EXIST SPEED LIMIT SIGN !!CAUTION!! GAS LINES EXIST FIBER OPTIC EXIST WASTEWATER LINEWATER MAIN EXIST WATER LINE EXIST REUSE WATER LINE EXIST FIRE HYDRANT EXIST FIRE HYDRANT EXIST DITCH PROPOSED FIRE STATION NO. 4 15,984 SF BUILDING APPROX. 24' IN HEIGHT PROP GRATE INLET, TYP. REF GRADING PLAN PROP GENERATOR PROP CURB INLET, TYP. REF GRADING PLAN PROP DUMPSTER PAD W/ 8' MASONRY ENCLOSURE WITH SOLID METAL GATES PROP ADA PARKING PROP FENCE, REF ARCHITECTURAL DRAWINGS FOR DETAILS PROP ADA PARKING FUTURE TRAINING TOWER PROP DETENTION POND PROP LIGHT POLE, REF SITE ELECTRIC DRAWINGS PROP GRATE INLET, TYP. REF GRADING PLAN PROP CURB INLET, TYP. REF GRADING PLAN PROP DRIVEWAYPROP DRIVEWAY LANDSCAPE BUFFER PROP GRATE INLET, TYP. REF GRADING PLAN PROP GRATE INLET, TYP. REF GRADING PLAN PROP CURB INLET, TYP. REF GRADING PLAN LANDSCAPE BUFFER BUILDING SETBACK LINE NATIVE UNDISTURBED NATURAL BUFFER AREA, NO WORK PERMITTED IN THIS SPACE, CONTRACTOR TO REFERENCE LANDSCAPE SHEETS FOR EXACT DIMENSIONS STRUCTURAL SLAB AT ALL DOOR STOOPS AND 3' FROM BUILDING; REFERENCE STRUCTURAL DRAWINGS PROP CONCRETE SIDEWALK 9' 24' EXIST WATER VALVE EXIST WASTEWATER MANHOLE EXIST WATER METER EXIST WATER VALVE AREA WITHIN THE HATCHING/SHADING IS OUTSIDE THE LIMITS OF DISTURBANCE AND EVERYTHING WILL REMAIN R-2 SINGLE FAMILY LAND USE: UNDEVELOPED GB: GENERAL BUSINESS LAND USE: NURSERY R-2 SINGLE FAMILY LAND USE: UNDEVELOPED PROP FDC CONNECTION PROP FIRE HYDRANT PROP FIRE HYDRANT R35 ' R25' R25' R3 5 ' R35' 117.33' R2. 5 'R2.5 ' R2. 5 'R2' R 2 . 5 ' R 3 . 5 ' R3' R 5 . 5 ' R5.5 ' R5.5' APPROXIMATE LOCATION OF WATER LINE. CONTRACTOR TO FIELD VERIFY. © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO © 2025 TomTom © 2025 Zenrin JOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 563566567568569 572574575 618 621622626627628629630631636637638 642643644645649650651 653658 659 667669 793 800801802804807810 883884 803805806 564565562 SI T E P L A N EXH N LEGEND PROPERTY BOUNDARY LOT LINE SETBACK LINE LANDSCAPE BUFFER LINE EASEMENT LINE SITE BENCHMARK PROPERTY CORNER GAS LINE OVERHEAD ELECTRIC LINE FENCE LINE EXISTING TREE SIGN POWER POLE LANDSCAPE BUFFER LIGHT DUTY CONCRETE PAVEMENT PERGEOTECHNICAL REPORT HEAVY DUTY CONCRETE PAVEMENT PERGEOTECHNICAL REPORT SIDEWALK SECTION PER GEOTECHNICALREPORT LIMITS OF CONSTRUCTION AREA TO REMAIN UNDISTURBED FIRE LANE C: \ H C C \ O n e D r i v e - H i l l C o u n t r y C i v i l \ P r o j e c t s \ 0 1 3 M a r t i n e z A r c h i t e c t s \ 0 9 S c h e r t z F S N o . 4 \ 1 - C A D \ 2 - S h e e t s \ 0 1 3 - 0 9 D I M 1 8 x 2 4 E X H . d w g SHEET No. September 16, 2025Copyright Hill Country Civil, LLC Hi l l C o u n t r y C i v i l En g i n e e r s C o n s u l t a n t s Te x a s F i r m L i c e n s e N o . F - 2 2 8 7 2 39 1 L a n d a S t r e e t , S t e . 1 2 0 4 , N e w B r a u n f e l s , T X 7 8 1 3 0 Ph o n e : 8 1 7 - 6 5 9 - 9 0 7 8 o r 2 1 0 - 3 7 8 - 4 9 5 3 ww w . h i l l c o u n t r y c i v i l . c o m No . Da t e Re v i s i o n s Ap p . FI R E S T A T I O N 4 HC C J O B N o . : 01 3 - 0 9 DR A W N B Y . : TN CI T Y O F S C H E R T Z THIS DOCUMENT ISSUED ON16 September 2025UNDER THE AUTHORITY OF ROSS CORDER, P.E.(LICENSE NO. 125401)IS RELEASED FOR THE PURPOSEOF REVIEW ONLY. THISDOCUMENT IS NOT TO BE USEDFOR CONSTRUCTION, BIDDING,OR PERMITTING PURPOSES. 17 3 5 5 W I E D E R S T E I N R D . LIVE OAK HILLS SUBDIVISIONLOT 17, BLOCK 4917355 WIEDERSTEIN ROAD ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187C0220F,DATED NOVEMBER 2, 2007, THIS PROPERTY IS LOCATED IN ZONE "X"AND IS NOT WITHIN THE 100-YEAR FLOODPLAIN. PROPERTY OWNER/APPLICANT:CITY OF SCHERTZ1400 SCHERTZ PKWYSCHERTZ, TX 78154 (210)-619-1000 ENGINEER:HILL COUNTRY CIVIL391 LANDA ST, STE 1204NEW BRAUNFELS, TX 78130 (210) 338-6330 LOCATION MAP NOT TO SCALE N CITY OF SCHERTZ SIGNATURE BLOCK PARKING STUDY COUNT IS BASED ON CITY OF SAN ANTONIO (CoSA)PARKING FOR NONRESIDENTIAL USE DISTRICTS. THE ASSUMED USEIS AUTO - AMBULANCE SERVICE. PER TABLE 526-3b OF CoSA UNIFIEDDEVLOPMENT CODE THE MINIMUM VEHICLE SPACES IS 1 SPACE PER500 SF OF GROSS FLOOR AREA. 7 6 9 5 6 11/25/2025 8:26:49 AM Ap Approved By: Daisy Marquez, Planner Planning & Community Development GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB WWWWWWWWWWWWWWWWWWWW W W W W W W W WWWWWWW W W W W W W W W W W 788 79 7 7 9 6 795 79 8 799 800 79 0 791 792 793 794 795 78 9 78 7 80 0 80 0 80 7 805 806 807 80 8 80 8 80 7 8 0 6 803799 800 802 801 80 0 79 9 79 8 797 796 795 79 4 793 7 9 2 7 9 1 79 0 78 9 WW WW WW WW WW WW WW WW WW WW WWWWWWWWWWWWWWWWWWWWWWWWWWWW 796 797 798 799 800 801 802 801 802 803 804 805 801 802 803 7 9 0 7 8 9 7 9 1 7 9 2 793 79 4 W W W WW WW WW WW W W W W W W W WW WW WW WW WW WW WW WW WW WW J WW WIEDERSTEIN ROAD (60' R.O.W.) UR B A N L A N E (6 0 ' R . O . W . ) TR O Y L A N E (6 0 ' R . O . W . ) SA N D Y L A N E (6 0 ' R . O . W . ) WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW (1) UC (1) UC (4) LF (3) HP (3) LF (3) HP (3) LF (4) LF (2) QV (3) UC (1) UC (1) QV (1) QV(2) UC (1) UC (1) UC THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIERS MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). LANDSCAPE CALCULATIONS SITE AREA 432,819 SF (9.9 AC) LANDSCAPE AREA REQUIRED: 86,563 SF (20%) LANDSCAPE AREA PROVIDED:378,477 SF (87.4%) TREES REQUIRED:10 TREES - 20" ( 9 / ACRE) TREES PROVIDED:25 - 71" PRESERVED TREE CREDIT (WITHIN SITE DISTURBANCE) STREET BUFFER WIEDERSTEIN ROAD 720 LF BUFFER REQUIRED:20' BUFFER PROVIDED:20' TREES REQUIRED 36 TRESS - 72" (1 / 20 LF) TREES PROVIDED:21 TREES - 5 PROPOSED, 16 EXISTING - 397" PRESERVED TREE CREDIT URBAN LANE 602 LF BUFFER REQUIRED:20' BUFFER PROVIDED:20' TREES REQUIRED 31 TREES - 62" (1 / 40 LF) TREES PROVIDED:10 EXISTING - 180" PRESERVED TREE CREDIT PARKING LOT PARKING SPACES:33 PARKING AREA:16,527 SF LANDSCAPE AREA REQUIRED: 1,653 SF (10%) LANDSCAPE AREA PROVIDED: 1,939 SF (11.7 %) ISLANDS AT TERMINUS OF ROWS PROVIDED PERIMETER BUFFER WEST BOUNDARY 600 LF BUFFER REQUIRED:20' BUFFER PROVIDED:20' TREES REQUIRED:20 - TREES, 40" (1 / 30LF) TREES PROVIDED:14 EXISTING, 190" PRESERVED TREE CREDIT Scale 1" = 40' 20'80'40'0' LANDSCAPE PLANTING PROPERTY LINE RESTORE TO LIMITS OF DISTURBANCE (TYP.) PROJECT No: PROFESSIONAL SEAL Martinez Architects Architectural LOGO/CONTACT DESIGN TEAM DATE: # Martinez Architect, LP 11103 West Avenue Suite 2101/PMB #108 San Antonio, TX 78213 210.689.9626 FI R E S T A T I O N 4 MA 24023 EVERGREEN DESIGN GROUP HILL COUNTRY CIVIL JQ-IMEG EMERALD MEP COMBS CONSULTING GROUP LANDSCAPE ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER M.E.P. ENGINEERING TECHNOLOGY CI T Y O F S C H E R T Z LI V E O A K H I L L S S U B D I V I S I O N LO T 1 7 , B L O C K 4 9 17 3 5 5 W I E D E R S T E I N R D . SC H E R T Z , T X 7 8 1 5 4 31-JUL-2025 ISSUE .H I H I C SSTE R C CT T E SA E ET S T A I REG 73 OF 53 ET X E R LDRE CAANDS M EP A P L E Y 09-17-2025 LP-1 LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP martinez ARCHITECTS Owner: Name: City of Schertz Address: 1400 Schertz PKWY, Schertz, TX 78154 PH #: 210-619-1000 Surveyor: Name: Daniel Davis, R.P.L.S. Address: 2431 E. Evans Road, San Antonio, TX 78259 PH #: 210-641-6003 ISSUE FOR BID 07-31-2025 ADDENDUM 2 08-22-2025 SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE REMARKS TREES QV 4 Quercus virginiana Southern Live Oak 1.5" Cal.Cont.6` Ht. Min. PREFERRED / NATIVE APPENDIX F PARKING / BUFFER / MITIGATION TREE UC 10 Ulmus crassifolia Cedar Elm 1.5" Cal.Cont.6` Ht. Min. PREFERRED / NATIVE APPENDIX F PARKING / BUFFER / MITIGATION TREE SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE REMARKS SHRUBS HP 6 Hesperaloe parviflora Red Yucca 3 GAL Per Plan 12" Min.APPENDIX N LF 14 Leucophyllum frutescens Texas Sage 5 GAL Per Plan 18-24" Ht.PREFERRED / NATIVE SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE REMARKS SOD/SEED CDS 11,732 sf Cynodon dactylon `Tifuf` Tiftuf Bermuda SOD PREFERRED CDH 50,882 sf Cynodon dactylon TifTuf TifTuf Bermuda Grass Hydromulch Hydromulch PREFERRED PLANT SCHEDULE RESTORE TO LIMITS OF DISTURBANCE (TYP.) RESTORE TO LIMITS OF DISTURBANCE (TYP.) PROPERTY LINE PROPERTY LINE PROPERTY LINE 2-4" BULL ROCK 2-4" BULL ROCK 2-4" BULL ROCK 2-4" BULL ROCK 2-4" BULL ROCK TRASH ENCLOSURE EDGING BETWEEN TURF AND BED EDGING BETWEEN TURF AND BED AREA IS OUTSIDE OF LIMITS OF CONSTRUCTION AND ALL NATURAL LANDSCAPE TO BE MAINTAINED AND REMAIN UNDISTURBED. FENCE - BY OTHERS RESTORE TO LIMITS OF DISTURBANCE (TYP.) GENERAL GRADING AND PLANTING NOTES 1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.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 ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a.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. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5.CONTRACTOR SHALL PROVIDE AND INSTALL SOLID SOD IN ALL RIGHT-OF-WAYS AND PARKWAYS (UNLESS NOT ALLOWED BY THE LOCAL JURISDICTION) AND SHALL PROVIDE WATERING AND MAINTENANCE UNTIL THE TURF IS ESTABLISHED AND HAS BEEN ACCEPTED BY OWNER. 6.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 7.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. IRRIGATION CONCEPT 1.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND QUALIFIED IRRIGATION CONTRACTOR. 2.THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. 3.ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD COVERAGE. 4.ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. 5.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. PLANTING & IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. 11/25/2025 8:27:22 AM Ap Approved By: Daisy Marquez, Planner Planning & Community Development LANDSCAPE DETAILS & SPECIFICATIONS 8 WEED FABRIC UNDER MULCH.8 B SCALE: NTS SHRUB AND PERENNIAL PLANTING 7 6 5 3" HIGH EARTHEN WATERING BASIN. UNDISTURBED NATIVE SOIL. ROOT BALL. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. FINISH GRADE. MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. 3 2 1 4 7 6 5 1 2 3 2X X 4 TURF (WHERE SHOWN ON PLAN).4 PLANT.3 MULCH LAYER.2 CURB.1 1 432 OF MATURE CANOPY 24" MIN. TO EDGE DISTANCE PER PLAN C SCALE: NOT TO SCALE HEDGE PLANTING AT PARKING AREA FINISH GRADE.13 13 NON-CONIFEROUS TREE A SCALE: NOT TO SCALE TREE PLANTING 12 5 3 2 5 3X ROOTBALL DIA. 4 1 11 10 9 8 7 6 4 2 STAKING EXAMPLES (PLAN VIEW) PREVAILING WINDS CONIFEROUS TREE TRUNK FLARE. 4" HIGH EARTHEN WATERING BASIN. UNDISTURBED NATIVE SOIL. ROOT BALL. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. WEED FABRIC UNDER MULCH. MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. CINCH-TIES (24" BOX TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. TREE CANOPY. 3 2 1 NOTES: 1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-3" ABOVE FINISH GRADE. 3.FOR BALLED-AND-BURLAPPED TREES, REMOVE WIRE BASKET AND BURLAP BEFORE BACKFILLING. 4.REMOVE ALL NURSERY STAKES AFTER PLANTING. 5.FOR TREES OVER 3" CALIPER AND TREES 36" BOX AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. PREVAILING WINDS 12 10 11 9 8 1 4 7 6 5 PLANTING SPECIFICATIONS GENERAL A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD. B.SCOPE OF WORK 1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A.ALL MANUFACTURED PRODUCTS SHALL BE NEW. B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3.TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THE PLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE. 4.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 6.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 7.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. 8.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I.TREE STAKING AND GUYING 1.STAKES: 6' LONG GREEN METAL T-POSTS. 2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. J.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. K.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A.SOIL PREPARATION 1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2.SOIL TESTING: a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. b.THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. c.THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. d.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE-PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv.IRON SULPHATE - 2 LBS. PER CU. YD. 5.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.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 ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e.AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B.SUBMITTALS 1.THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2.SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE). 3.SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 4.WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. C.GENERAL PLANTING 1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3.TRENCHING NEAR EXISTING TREES: a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. C.TREE PLANTING 1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6.TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a.1"-2" TREES TWO STAKES PER TREE b.2-1/2"-4" TREES THREE STAKES PER TREE c.TREES OVER 4" CALIPER GUY AS NEEDED d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH MULCH (TYPE AND DEPTH PER PLANS). UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR PLACE MULCH WITHIN 6" OF THE TRUNK. D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING AREAS (EXCEPT FOR SODDED AND SEEDED AREAS), LEAVING NO EXPOSED GROUND. E.SODDING 1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. F.HYDROMULCHING 1.TURF HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a.WINTER MIX (OCTOBER 1 - MARCH 31) 50#CELLULOSE FIBER MULCH 2#UNHULLED BERMUDA SEED 2#ANNUAL RYE SEED 15#15-15-15 WATER SOLUBLE FERTILIZER b.SUMMER MIX (APRIL 1 - SEPTEMBER 30) 50#CELLULOSE FIBER MULCH 2#HULLED BERMUDA SEED 15#15-15-15 WATER SOLUBLE FERTILIZER 2.SEED HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a.GENERAL 50#CELLULOSE FIBER MULCH 15#15-15-15 WATER SOLUBLE FERTILIZER SEED RATE PER LEGEND G.MULCH 1.INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS. 2.DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPT AS MAY BE NOTED ON THESE PLANS. 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. H.CLEAN UP 1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. I.INSPECTION AND ACCEPTANCE 1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. J.LANDSCAPE MAINTENANCE 1.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. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. 3.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 CONDITION 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. K.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. L.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. STEEL EDGING SCALE: NOT TO SCALED 1 STEEL EDGING PER PLANS. 2 TAPERED STEEL STAKES. 3 MULCH, TYPE AND DEPTH PER PLANS. NOTES: 1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. 1 2 3 4 4 FINISH GRADE. ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALEE TYPICAL CURB AND GUTTER TYPICAL PLANTING AREA LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TREE CANOPY TREE TRUNK TYPICAL WALKWAY OR PAVING1 2 3 4 5 6 1 4 2 3 5 6 5' 5' 5' 5' OPEN LANDSCAPE TO 10' PARKWAY OR ISLAND NOTES: 1)INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. 2)BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. PROJECT No: PROFESSIONAL SEAL Martinez Architects Architectural LOGO/CONTACT DESIGN TEAM DATE: # Martinez Architect, LP 11103 West Avenue Suite 2101/PMB #108 San Antonio, TX 78213 210.689.9626 FI R E S T A T I O N 4 MA 24023 EVERGREEN DESIGN GROUP HILL COUNTRY CIVIL JQ-IMEG EMERALD MEP COMBS CONSULTING GROUP LANDSCAPE ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER M.E.P. ENGINEERING TECHNOLOGY CI T Y O F S C H E R T Z LI V E O A K H I L L S S U B D I V I S I O N LO T 1 7 , B L O C K 4 9 17 3 5 5 W I E D E R S T E I N R D . SC H E R T Z , T X 7 8 1 5 4 31-JUL-2025 ISSUE .H I H I C SSTE R C CT T E SA E ET S T A I REG 73 OF 53 ET X E R LDRE CAANDS M EP A P L E Y 09-17-2025 LP-2 LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP martinez ARCHITECTS Owner: Name: City of Schertz Address: 1400 Schertz PKWY, Schertz, TX 78154 PH #: 210-619-1000 Surveyor: Name: Daniel Davis, R.P.L.S. Address: 2431 E. Evans Road, San Antonio, TX 78259 PH #: 210-641-6003 ISSUE FOR BID 07-31-2025 ADDENDUM 2 08-22-2025 LEVEL 1 0' -0" A1 A-301 D1 A-302 407 407 2345678106.1 122B 134A 134B 134C 134D A1 A-302 B1 A-302 8.1 7.9 7.199.5 518 301 409 416 414 403 416 416 01 413 135B C1 A-302 513 413 411 A1 A-313 507 507 507 B.O. SOFFIT 403 530 524 17.2 500 530 518 104 530 518 428 524 403 534 529 525 516 536 536 536 536 6.310.1 1.9 1.18.2 9' - 0" 10' - 9 7/8" 08 534 536 530 500 9' - 0"409 521 516 522 41' - 8"37' - 7 1/4"78' - 4 3/4"22' - 0" 15' - 2 5/8" 21' - 6 1/2" 21' - 0" 25' - 5" 9' - 10 5/8" 15 ' - 2 5 / 8 " 1 0 ' - 2 3 / 8 " 15 ' - 2 5 / 8 " 3 ' - 1 3 / 8 " 7 ' - 1 " 15' - 2 5/8" 18' - 4" 116' - 0" A. G.C. SHALL PROVIDE WIND LOAD CERTIFICATION FROM REGISTERED ENGINEER UPON COMPLETION OF PROJECT. ENGINEER TO CERTIFY CODE COMPLIANT WIND LOADING FOR ALL COMPONENTS OF BUILDING INCLUDING BUT NOT LIMITED TO THE FOUNDATION, WALLS, DOORS, FRAMES, WINDOWS, AND ROOF. B. G.C. TO COORDINATE ALL LOUVERS, VENTS AND OTHER PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. C. G.C. TO PERFORM SMOKE TEST, SEAL ALL PENETRATION INDICATED BY RESULTS - COORDINATE WITH ARCHITECT/OWNER D. ALL DOWNSPOUTS SHALL DISCHARGE AT SURFACE. AT ALL DOWNSPOUTS PROVIDE CONCRETE SPLASH BLOCK. (RE: PLUMBING AND CIVIL) LEVEL 1 0' -0" D1 A-301 407 AJK 102B C1 A-301 A.1HLCC.1 403 416 04 510 411 413 413 507 FG D B 529 409 530 518 518 522 403 104 500 416 525 B.O. SOFFIT B.O. SOFFITB.O. SOFFIT 534 534428 501 524 536 536536536536 B.5EC.9F.9 F.7 9' - 0" 5' - 4 1/2" 26' - 0 1/8" 35' - 3 7/8" 7' - 4 1/4" 50' - 0" 7' - 3" 8' - 10 3/4" 21' - 6 1/2" 530 3' - 0" 536 529 521 0101 01 01 409 9' - 0" 01 25' - 5" 17' - 2" 9' - 10 5/8" 23' - 2 5/8" 18' - 4" 3' - 1 0 1 / 2 " 4' - 4 1 / 2 " 17 ' - 2 " 18 ' - 4 " 4 ' - 1 0 5 / 8 " 61' - 4" LEVEL 1 0' -0" B1 A-301 A4 A-302 A1 A-301 501 523 41607 D1 A-302 2 3 4 5 6 7 8 106.1 A1 A-302 B1 A-302 8.17.97.1 9 9.5 413 416 02 02 02 04 04 04 A-211 A2 A-211 A3 A-211 A5 A1 A-313 1 7.2 403 518 B.O. SOFFIT 518 530 409 416 403 413530 500530 518 500 B.O. CAST STONE 522 534 416 428 518 409 104 536 A-211 D4 134J134I134H134G 03030303 1' - 6 " 507 507 507 507 507 6.3 10.11.91.1 8.2 9' - 0" 9' - 0 " 9' - 0" 530 530 530 17' - 2" 409 9' - 0" 1' - 6 " 523 525 530 530 530 9' - 0" 3' - 0" 7' - 3" 525 534 21' - 0" 21' - 6 1/2" 25' - 5" 15' - 2 5/8"15' - 2 5/8" 22' - 0"78' - 8 1/2"18' - 11 1/2" 16' - 11 7/8" 10' - 8 1/4" 32' - 3 7/8" 43' - 0 1/8" 10 ' - 2 3 / 8 " 15 ' - 2 5 / 8 " 3' - 1 0 1 / 2 " 6' - 3 7 / 8 " 15 ' - 2 5 / 8 " LEVEL 1 0' -0" D1 A-301 A J K 9' - 0" 134F 134E C1 A-301 A.1 H LCC.1 06 507 507 104 B.O. SOFFIT 413 F GDB B.O. CAST STONE 501 416 534 530 416 416 534 403 524 534 403 530 518 500 534 522 409 516 12 ' - 0 " 413413413 536 B.5 EC.9 F.9F.7 5' - 4 1/2" 9' - 0" 500 525 530 518 530 17' - 2" 530 409 518 536 8' - 1 1 5 / 8 " 23' - 2 5/8" 12' - 5" 25' - 5" 21' - 6 1/2" 17' - 2" 10' - 3 1/4" 29' - 4"60' - 8" 12' - 8" 4' - 0 3/8" 11' - 11 7/8" 3' - 1 0 1 / 2 " 4' - 4 1 / 2 " 17 ' - 2 " 15' - 2 5/8" 8' - 0 " 15 ' - 2 5 / 8 " # PROJECT No: PROFESSIONAL SEAL Martinez Architects Architectural LOGO/CONTACT DESIGN TEAM DATE: # Martinez Architect, LP 11103 West Avenue Suite 2101/PMB #108 San Antonio, TX 78213 210.689.9626 GENERAL NOTES KEYNOTES LEGEND FI R E S T A T I O N 4 EXTERIOR ELEVATIONS MA 24023 A-201 EVERGREEN DESIGN GROUP HILL COUNTRY CIVIL JQ-IMEG EMERALD MEP COMBS CONSULTING GROUP LANDSCAPE ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER M.E.P. ENGINEERING TECHNOLOGY CI T Y O F S C H E R T Z 17 3 5 5 W I E D E R S T E I N R D , S C H E R T Z , T X 7 8 1 5 4 31-JUL-2025 31-JUL-2025 SCALE: 1/8" = 1'-0" NORTH ELEVATIOND1 SCALE: 1/8" = 1'-0" WEST ELEVATIONA1 SCALE: 1/8" = 1'-0" EAST ELEVATIONC1 SCALE: 1/8" = 1'-0" SOUTH ELEVATIONB1 BRICK VENEER: BASIS OF DESIGN: MODULAR BRICK MANUFACTURER: ACME COLOR: ROXBURY METAL PANEL: MBCI FW-120 12" PANEL WIDTH GUAGE: 22 ONE GROOVE COLOR: ALMOND STONE VENEER: NATURAL AUSTIN LIMESTONE COLOR: CREAM PATTERN: RANDOM ASHLAR 104 CONCRETE-FILLED STEEL PRE-FIN YELLOW PIPE BOLLARDS, RE: STRUCTURAL 301 LIGHT FILTERING WINDOW SHADES 403 PRE-FINISHED METAL BOX GUTTER FINISH COLOR TO MATCH FASCIA, RE: SPECS 407 PRE-FINISHED METAL OVERFLOW SCUPPER AND SCUPPER WITH PRE-FINISHED METAL BOX DOWNSPOUT, FINISH TO MATCH FASCIA 409 PRE-FIN ROD HUNG MTL CANOPY SYSTEM WITH GUTTER, DOWNSPOUT, SOFFIT AND FASCIA BY PEMB. ALL COMPONENTS TO MATCH BUILDING FINISHES AND PRODUCTS 411 SURFACE MOUNTED HEAVY DUTY ALUMINUIM LADDER AND PASS THROUGH LANDING w/RAILING AND DESCENT LADDER RUNGS AT PARAPET, RE:SPECS 413 PRE-FINISHED BOX DOWNSPOUT, FINISH COLOR TO MATCH GUTTER. DOWNSPOUT DISCHARGING AT SURFACE W/ CONCRETE SPLASH BLOCK 414 EXTERIOR HVLS FAN, RE: MEP 416 PRE-FIN STANDING SEAM METAL ROOF PEMB LINER SYSTEM BY PEMB (TYP.) BASIS OF DESIGN: MANUFACTURER: MBCI, PRODUCT: SUPERLOCK, COLOR: ALMOND, GAUGE 22 428 EQUIPMENT SCREENING. PANELS ARE APPLIED HORIZONTALLY. BASIS OF DESIGN FOR PANELS: PAC-CLAD PERFORATED FLUSH/REVEAL PANEL. PATTERN C (1/8" ROUND), 23% OPEN AREA, 22 GAUGE, COLOR: MATCH ADJACENT MBCI PANEL COLOR, RE:STRUCTURAL FOR STEEL LAYOUT 500 MODULAR BRICK MASONRY, BASIS OF DESIGN: MANUFACTURER: ACME, COLOR: ROXBURY 501 PRE-FIN MTL CANOPY SYSTEM WITH FASCIA, SOFFIT TO MATCH BUILDING FINISHES AND PRODUCTS. CANOPY TO HAVE INTERNAL GUTTER AND WATER TO DRAIN THROUGH INTERIOR OF COLUMN AND DISCHARGE AT COLUMN BASE. BASIS OF DESIGN: AVADEK 507 EXTERIOR LIGHTING RE: MEP 510 1" ACRYLIC SIGNAGE WITH FULL COLOR LOGO, SIGNAGE TO BE FRONT LITE VIA WALL WASHING FIXTURE AT GROUND LEVEL, RE: MEP 513 PRE-FIN MECHANICAL LOUVERS, COLOR: RAL 7011 OR EQUIVALENT, RE: MEP DRAWINGS 516 HOT-DIPPED GALVANIZED w/ PRE-FIN SHOP PAINTED DARK GREY STEEL TUBE COLUMNS, COLOR: RAL 7011 518 NATURAL AUSTIN LIMESTONE, CREAM COLOR, PATTERN: RANDOM ASHLAR 521 METAL COPING, MATCH MODULAR BRICK COLOR 522 EXTERIOR METAL PANELS, BASIS OF DESIGN: MANUFACTURER: MBCI PANEL: FW-120 W/CLIP, GUAGE: 22, PANEL WIDTH: 12", ONE GROOVE 523 PRE-FIN METAL CANOPY COLUMNS, COLOR TO MATCH FASCIA, DISCHARGE WATER AT COLUMN BASE TO SURFACE, BASIS OF DESIGN: AVADEK, RE: STRUCTURE 524 PRE-FIN STANDING SEAM METAL ROOF CANOPY, SOFFIT, FASCIA, GUTTER, DOWNSPOUT BY PEMB MANU. ALL COMPONENTS TO MATCH BUILDING FINISHES AND PRODUCTS. 525 AUSTIN LIMESTONE COLUMN WRAP, STONE TO BE SOLID MORTAR TO 6" CMU 529 PRE-FIN MTL COLUMN WRAP. WRAP ALL 3 COLUMNS AT PATIO SO ALL ARE SAME WIDTH AND DEPTH. FINISH TO MATCH BUILDING FASCIA 530 CAST STONE, BASIS OF DESIGN: ADVANCE ARCHITECTURE LIMESTONE, COLOR: NATURAL LIMESTONE - SAND STONE. RE: SPECS 534 PRE-FIN MTL FASCIA WITH 1 STIFFNER BEAD, 22 GAUGE, COLOR: RAL 7011 536 EXPANSION JOINTS ISSUE 1 IFB 31-JUL-2025 11/25/2025 8:27:05 AM Ap Approved By: Daisy Marquez, Planner Planning & Community Development