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Seguin State Bank No. 2, Lot 4, Block 1- Approved Site PlanD ©2019 Calichi Design Group Project Name Project Number Description Scale Seal / Signature CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 Schertz 4917 FM 3009 Schertz, TX 78154 PRELIMINARY Date Description SHEET SIZE: 24" x 36" AS SHOWN 2019-138-001 FIRST UNITED BANK - SCHERTZ 06.12.2020 SITE PLAN AMENDMENT-MODIFICATION THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PROPERTY OWNER CITY APPROVAL SUBDIVISION NO. 2 LOT 4, BLOCK 1, SEGUIN STATE BANK 4917 FM 3009 SCHERTZ, TX 78154 (Acquired from Seguin State & Bank Trust Co.) First United Bank William Fahrendorf PO Box 130 Durant, OK 75702 580.924.2112 PROPOSED LEGEND EXISTING DEMOLITION LEGEND C1.0 PRELIMINARY EXISTING CONDITIONS AND DEMOLITION PLAN SURVEY NOTES: GENERAL NOTES:DEMOLITION NOTES: ENGINEER'S NOTE TO CONTRACTOR: CaliChi Design Group DEMOLITION PLAN KEY NOTES D ABCF 1 2 4 5 3 6 7 H G DKLEJ ©2019 Calichi Design Group Project Name Project Number Description Scale Seal / Signature CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 Schertz 4917 FM 3009 Schertz, TX 78154 PRELIMINARY Date Description SHEET SIZE: 24" x 36" AS SHOWN 2019-138-001 FIRST UNITED BANK - SCHERTZ 06.12.2020 SITE PLAN AMENDMENT-MODIFICATION THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PROPERTY OWNER CITY APPROVAL SUBDIVISION NO. 2 LOT 4, BLOCK 1, SEGUIN STATE BANK 4917 FM 3009 SCHERTZ, TX 78154 (Acquired from Seguin State & Bank Trust Co.) First United Bank William Fahrendorf PO Box 130 Durant, OK 75702 580.924.2112 C2.0 PRELIMINARY SITE AND PAVING PLAN PROPOSED LEGEND EXISTING ACCESSIBILITY NOTES: VICINITY MAP SITE CaliChi Design Group SURVEY NOTES: GENERAL NOTES: ENGINEER'S NOTE TO CONTRACTOR: SITE PLAN KEY NOTES SITE INFORMATION: D FF = 823.60 MAX FOUNDATION BURY = 6" PROPOSED LEGEND EXISTING GRADING NOTES:ACCESSIBILITY NOTES: ©2019 Calichi Design Group Project Name Project Number Description Scale Seal / Signature CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 Schertz 4917 FM 3009 Schertz, TX 78154 PRELIMINARY Date Description SHEET SIZE: 24" x 36" AS SHOWN 2019-138-001 FIRST UNITED BANK - SCHERTZ 06.12.2020 SITE PLAN AMENDMENT-MODIFICATION THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PROPERTY OWNER CITY APPROVAL SUBDIVISION NO. 2 LOT 4, BLOCK 1, SEGUIN STATE BANK 4917 FM 3009 SCHERTZ, TX 78154 (Acquired from Seguin State & Bank Trust Co.) First United Bank William Fahrendorf PO Box 130 Durant, OK 75702 580.924.2112 C3.0 PRELIMINARY GRADING AND DRAINAGE PLAN STORM CALCULATION NOTES: · · · · CaliChi Design Group SURVEY NOTES: GENERAL NOTES: ENGINEER'S NOTE TO CONTRACTOR: GEOTECHNICAL REPORT NOTE: GRADING PLAN KEY NOTES PROPOSED HYDROLOGIC CHARACTERISTICS DMA AREA (Acres)%IMP "C"T of C, mins Q2, cfs Q10, cfs Q100, cfs TIMES OF CONCENTRATION DMA TIME OF CONCENTRATION D FF = 823.60 MAX FOUNDATION BURY = 6"WATER KEY NOTES PRIVATE SANITARY SEWER KEY NOTES DRY UTILITY KEY NOTES ©2019 Calichi Design Group Project Name Project Number Description Scale Seal / Signature CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 Schertz 4917 FM 3009 Schertz, TX 78154 PRELIMINARY Date Description SHEET SIZE: 24" x 36" AS SHOWN 2019-138-001 FIRST UNITED BANK - SCHERTZ 06.12.2020 SITE PLAN AMENDMENT-MODIFICATION THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PROPERTY OWNER CITY APPROVAL SUBDIVISION NO. 2 LOT 4, BLOCK 1, SEGUIN STATE BANK 4917 FM 3009 SCHERTZ, TX 78154 (Acquired from Seguin State & Bank Trust Co.) First United Bank William Fahrendorf PO Box 130 Durant, OK 75702 580.924.2112 C4.0 PRELIMINARY UTILITY PLAN CaliChi Design Group PROPOSED LEGEND EXISTING UTILITY LOCATION NOTE: UTILITY NOTES: SURVEY NOTES: GENERAL NOTES: ENGINEER'S NOTE TO CONTRACTOR: 01 02 03 04 05 06 07 08 09 10 FINISH GRADE SET METAL T-POSTS 6' O.C. AS FENCE SUPPORTS WITH PLASTIC SAFETY CAPS 4' HEIGHT ORANGE SAFETY FENCING AT THE DRIP LINE OF ALL EXISTING TREES TO BE PROTECTED, OR TO LIMIT OF WORK WITHIN TREE DRIPLINEDRIP LINE 18 " 48 " 3" HARDWOOD MULCH TREE PROTECTION DETAIL01 TREE PROTECTION NOTES 1.EXISTING TREES SHOWN TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. ORANGE SAFETY FENCING (MIN. 4'-0" HEIGHT) SHALL BE INSTALLED AT THE DRIP LINE OF ALL TREES OR TREE GROUPS TO REMAIN WITH A 3" TOPDRESSING OF MULCH. PARKING OF VEHICLES OR PERFORMING WORK WITHIN THESE AREAS, OTHER THAN SHOWN ON THE PLAN, WILL NOT BE ALLOWED. THE TREE PROTECTION SHALL REMAIN DURING CONSTRUCTION. OTHER TREE PROTECTION MEASURES SHALL BE IN ACCORDANCE WITH THE CITY OF SCHERTZ STANDARDS AND ORDINANCES. 2.DISPOSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO, PAINT, ASPHALT, OIL, SOLVENTS, CONCRETE, MORTAR, ETC., WITHIN THE CANOPY AREA OF ANY EXISTING TREES SHALL NOT BE ALLOWED. 3.NO ATTACHMENTS OR WIRES OF ANY KIND, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 4.NO FILL OR EXCAVATION OF ANY NATURE SHALL OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVED UNLESS THERE IS A SPECIFIED WELL OR RETAINING WALL SHOWN ON THE GRADING PLAN. 5.NO MATERIALS SHALL BE STORED WITHIN THE DRIP-LINE AREA OF A TREE TO BE PRESERVED. 6.T-POSTS ARE TO BE INSTALLED AND PROPERLY MAINTAINED WITH PROTECTIVE SAFETY CAPS IN PLACE. 7.FENCE TO BE MAINTAINED DURING CONSTRUCTION. 8.NO CONSTRUCTION TRAFFIC, GRADING, STORAGE, OR WASTE DISPOSAL ALLOWED WITHIN THE FENCED AREA AROUND TREES. TREES TO BE PRESERVED TREE PROTECTION PROTECTED TREES TO BE PRESERVED: NUMBER SIZE (DBH)SPECIES 09 TOTAL CALIPER INCHES TO BE PRESERVED: 38" TREES TO BE REMOVED 10 16" 22" CLASSIFICATION LIVE OAK / Quercus virginia LIVE OAK / Quercus virginia PROTECTED CLASS PROTECTED CLASS PROTECTED TREES TO BE REMOVED: NUMBER SIZE (DBH)SPECIES 01 14"LIVE OAK / Quercus virginia TOTAL CALIPER INCHES TO BE REMOVED: 14" CLASSIFICATION PROTECTED CLASS EXEMPTED TREES TO BE PRESERVED: NUMBER SIZE (DBH)SPECIES 07 08 06 CRAPE MYRTLE / Lagerstroemia indica CLASSIFICATION EXEMPTED CRAPE MYRTLE / Lagerstroemia indica EXEMPTED CRAPE MYRTLE / Lagerstroemia indica EXEMPTED 02 N/A HACKBERRY / Celtis occidentalis EXEMPTED EXEMPTED TREES TO BE REMOVED: NUMBER SIZE (DBH)SPECIES 04 05 03 CRAPE MYRTLE / Lagerstroemia indica CLASSIFICATION EXEMPTED CRAPE MYRTLE / Lagerstroemia indica EXEMPTED CRAPE MYRTLE / Lagerstroemia indica EXEMPTED N/A N/A N/A N/A N/A N/A TREE MITIGATION NOTE: TOTAL TREE CALIPER TO BE MITIGATED: 14" ©2019 Calichi Design Group Project Name Project Number Description Scale Seal / Signature CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 Schertz 4917 FM 3009 Schertz, TX 78154 PRELIMINARY Date Description SHEET SIZE: 24" x 36" AS SHOWN 2019-138-001 FIRST UNITED BANK - SCHERTZ 06.12.2020 SITE PLAN AMENDMENT-MODIFICATION THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PROPERTY OWNER CITY APPROVAL SUBDIVISION NO. 2 LOT 4, BLOCK 1, SEGUIN STATE BANK 4917 FM 3009 SCHERTZ, TX 78154 (Acquired from Seguin State & Bank Trust Co.) First United Bank William Fahrendorf PO Box 130 Durant, OK 75702 580.924.2112 L1.1 TREE PRESERVATION PLAN L-3 STEEL EDGING 1LO EXISTING LIVE OAKS TO REMAIN 2,068 SFBG BG 1,647 SF 43YH 2,211 SFBG 38LI 38LI 292AJ 36YH 171AJ EXISTING HACKBERRY TO REMAIN 1,065 SFBG 214 SFBG 1LO 918AJ 1LO 1LO 51WM EXISTING CRAPE MYRTLES TO REMAIN 1CE 1BM 1BM 1CE 2CE 2BM 2CE L-3STEEL EDGING L-3 STEEL EDGING 68 SFBG L-3 STEEL EDGING E-1: SITE LANDSCAPE AREA REQUIREMENTS REQUIRED SHADE TREES AT A RATIO OF 9 TREES PER ACRE OF GROSS LOT AREA CITY OF SCHERTZ LANDSCAPE CALCULATIONS SITE TREES REQUIRED (43,560 SF / 9 TREES)6 H-1: INTERIOR LANDSCAPING INTERIOR BROSS PARKING AREA (.10*9,755 = 975 SF) 3 REQUIRED 1 SHADE TREE PER 400 SF REQUIRED INTERIOR (975/400) 10% OF INTERIOR GROSS PARKING AREAS 975 SF TOTAL SITE LANDSCAPE AREA: (20% OF TOTAL LAND AREA SHALL BE LANDSCAPED) TOTAL LANDSCAPING REQUIRED: (.2 * 31,555 SF)REQUIRED 6,311 SF PROVIDED 11,804 SF E-2: SITE TREE REQURIEMENTS H-2: PERIMETER LANDSCAPE REQUIREMENTS ALL PARKING LOTS AND VEHICULAR USE AREAS TO BE SCREENED FROM ABUTTING PROPERTIES: PERMITER BUFFER 278 LF REQUIRED 278 LF PROVIDED 278 LF TREE REPLACEMENT NOTE: 1.TREE MITIGATION A.ANY TREES THAT ARE REMOVED AS A RESULT OF THE APPROVAL OF A TREE REMOVAL PERMIT SHALL BE MITIGATED ON THE SAME SITE AS THE PROPOSED DEVELOPMENT. B.PROTECTED TREES SHALL BE MITIGATED AT A ONE-TO-ONE (1:1) DBH INCH RATIO FOR EVERY TREE REMOVED. 2. TREE PRESERVATION CREDITS A.PROTECTED CLASS TREES SHALL RECEIVE A CREDIT AGAINST THE MINIMUM REQUIRED LANDSCAPING OR MITIGATION STANDARDS AT A ONE -TO-ONE (1:1) CALIPER INCH RATIO. GROSS LOT AREA: 30,848 SF PROVIDED 42 EXISTING PROVIDED 6 7,365 SF 1 EXISTING N/ALiriopi muscari 76 1,381 4" POT 1 GAL 18" O.C. TRIANGULAR SPACING 18" O.C. TRIANGULAR SPACINGTrachelospermum asiaticum ASIAN JASMINE Existing Trees LIVE OAKQuercus virginiana 4 3.5" CAL. PLANT LIST NOTE: CONTRACTOR TO VERIFY ALL QUANTITIES PER PLANS 10'-12' HEIGHT, 6' SPREAD, FULL, MATCHING REF. SHEET L1.1 Ilex x attenuata 'Fosteri'DWARF WAX MYRTLE 51 5 GAL.30" HEIGHT, 30" SPREAD 60" O.C. Cynodon dactylon COMMON BERMUDA GRASS SOD 6,217 SQ. FT. N/A SOLID SOD PER INDUSTRY STANDARDS Ilex vomitoria DWARF YAUPON HOLLY 79 3 GAL.24" HEIGHT, 24" SPREAD 36" O.C. IRRIGATION NOTE: 1.ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH AN APPROVED AUTOMATIC UNDERGROUND IRRIGATION SYSTEM UNLESS THE LANDSCAPED AREA HAS BEEN DESIGNED UTILIZING XERISCAPING METHODS. 2.ALL IRRIGATION SYSTEMS SHALL BE DESIGNED AND SEALED IN ACCORDANCE WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) AND SHALL BE PROFESSIONALLY INSTALLED. NO IRRIGATION SHALL BE REQUIRED FOR UNDISTURBED NATURAL AREAS OR UNDISTURBED EXISTING TREES. BIGTOOTH MAPLE Acer grandidentatum 4 3.5" CAL. 10'-12' HEIGHT, 6' SPREAD, FULL, MATCHING CEDAR ELMUlmus crassifolia 6 3.5" CAL. 10'-12' HEIGHT, 6' SPREAD, FULL, MATCHING LIRIOPE ©2019 Calichi Design Group Project Name Project Number Description Scale Seal / Signature CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 Schertz 4917 FM 3009 Schertz, TX 78154 PRELIMINARY Date Description SHEET SIZE: 24" x 36" AS SHOWN 2019-138-001 FIRST UNITED BANK - SCHERTZ 06.12.2020 SITE PLAN AMENDMENT-MODIFICATION THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PROPERTY OWNER CITY APPROVAL SUBDIVISION NO. 2 LOT 4, BLOCK 1, SEGUIN STATE BANK 4917 FM 3009 SCHERTZ, TX 78154 (Acquired from Seguin State & Bank Trust Co.) First United Bank William Fahrendorf PO Box 130 Durant, OK 75702 580.924.2112 L2.1 LANDSCAPE PLAN GROUNDCOVER SPACING01 NOT TO SCALE EQUAL EQUALEQUAL GROUNDCOVER LAYOUT; REFER TO PLANT LIST FOR SPACING VARIES 1. CONTRACTOR SHALL LEAVE LAWN AREAS 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 2. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3. LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE 4. REMOVE ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN. 5. GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. 1. SOD AREAS SHALL BE SOLID SOD BERMUDA GRASS UNLESS OTHERWISE NOTED ON DRAWINGS. 2. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 3. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 4. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 5. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER-SEED BERMUDA GRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. TREE PLANTING NOTES 1.GIRDLING ROOTS & ROOT FLARE: TREES SHALL BE REJECTED WHEN GIRDLING ROOTS ARE PRESENT & ROOT FLARE IS NOT APPARENT. 2.FUNGI INOCULANT: CONTRACTOR TO USE MycoApply Endo/Ecto OR EQUAL PRODUCT. (1.866.476.7800) www.mycoapply.com 3.ALSO REFERENCE SPECIFICATIONS SECTION 02900. A. C. B. G. E. F. D. TREE PLANTING DETAIL LEGEND A.TREE: TREES SHALL CONFORM WITH LATEST AMERICAN STANDARD FOR NURSERY STOCK. www.anla.org B.TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL ON UNDISTURBED NATIVE SOIL. C.ROOT BALL: REMOVE TOP 13 BURLAP AND ANY OTHER FOREIGN OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR GIRDLING ROOTS.** D.ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED**, FREE FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. E.BACKFILL: REFER TO SOIL RESOURCE PLAN, WATER THOROUGHLY TO ELIMINATE AIR POCKETS. F.FUNGI: APPLY DIVERSE ARRAY MYCORRHIZAE ENDO/ECTO INOCULANT;** APPLICATION RATE PER MANUFACTURERS SPECIFICATIONS. G.SEE TREE STAKING DETAIL THIS SHEET. H.4" PERFORATED SCH 20 DRAINLINE SLOPE AT 1/8" PER FT. MINIMUM WRAP IN FILTER SOCK. GENERAL LAWN NOTES: SOD NOTES: H. TREE PLANTING DETAIL03 NOT TO SCALE BELOW GROUND TREE STAKING DETAIL04 NOT TO SCALE (as specified) ·Minimum Stake Quantity is (3) - THEN - Add (1) Stake Per Caliper Inch Greater -than 3" ·Stakes Shall Be Driven THROUGH The Root Ball As Shown ·Ensure Trunk Base (root flare) Is Free From Staking And Other Materials ·Aboveground Guying and/or Metallic Staking Systems NOT Allowed And Shall Be Rejected ·Install Staking System As Per Manufacturer's Instructions E WPLANVI NOTES: www.arborstakes.com A B 3 2 4 1 tr e e A B 1 2 3 4 Biodegradable STAKE by ArborStake™ Biodegradable LOCK by ArborStake™ Tree / Root Ball Undisturbed Soil Water-Well / Saucer Backfill (as specified) A (quantity based on caliper size)* * (quantity based on caliper size)* IRRIGATION NOTE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM L-2 CEDAR MULCH: PRODUCT: DOUBLE GRIND CEDAR MULCH DEPTH: 2" SUPPLIER: KELLER MATERIAL CONTACT: 210-967-1300 INSTALLATION: PER DETAILS L2.2 CUSTOM PLANTING SOIL: AMENDED SOIL (IN SHRUB PLANTING BEDS & AT TREES) PRODUCT: PLANTING MIX DEPTH: 6" SUPPLIER: KELLER MATERIAL CONTACT: 210-967-1300 INSTALLATION: PER DETAILS L2.2 L-1 L-3 STEEL EDGING: (2,824 LF TOTAL) PRODUCT: COL-MET 8' 14 GUAGE SIZE: 1/8" DEPTH: 4" FINISH/COLOR: BLACK MANUFACTURER: KELLER MATERIAL CONTACT: 210-967-1300 INSTALLATION: PER DETAILS L2.2 L-1 TOP OF MULCH 1/2" BELOW TOP OF CONCRETE WALK / CURB ADJACENT CONCRETE WALK, BUILDING WALL, OR CURB ROOTBALL, DO NOT DISTURB SCARIFY SIDES REFER TO LANDSCAPE PLAN FOR SPACING 12" MIN. ADJACENT TURF SHRUBS / GROUNDCOVER; REFER TO LANDSCAPE PLAN OR PLANT LIST FOR SPACING SOIL MIX PER SPECIFICATIONS; REMOVE 12" DEPTH OF EXISTING SOIL AND REPLACE WITH PREPARED SOIL MIX (L-1) PER SPECS. 12 " NATIVE SOIL HARDWOOD MULCH 2" SETTLED THICKNESS L-2 SHRUB PLANTING DETAIL02 NOT TO SCALE L-3 STEEL EDGING: 1" MAX ABOVE FINISHED GRADE OF TURF ©2019 Calichi Design Group Project Name Project Number Description Scale Seal / Signature CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 Schertz 4917 FM 3009 Schertz, TX 78154 PRELIMINARY Date Description SHEET SIZE: 24" x 36" AS SHOWN 2019-138-001 FIRST UNITED BANK - SCHERTZ 06.12.2020 SITE PLAN AMENDMENT-MODIFICATION THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PROPERTY OWNER CITY APPROVAL SUBDIVISION NO. 2 LOT 4, BLOCK 1, SEGUIN STATE BANK 4917 FM 3009 SCHERTZ, TX 78154 (Acquired from Seguin State & Bank Trust Co.) First United Bank William Fahrendorf PO Box 130 Durant, OK 75702 580.924.2112 L2.2 LANDSCAPE NOTES & DETAILS LEVEL 01 0" ROOF PARAPET 17' -0" 17 ' - 0 " 5' - 4 " 3' - 4 " MASONRY BRICK LOW-E TINTED GLAZING SMOOTH FINISHED STUCCO 6' - 0"6' - 0"6' - 0" STANDING SEAM METAL ROOF AWNING AREA BEYOND NOT USED IN CALCULATIONS AREA BEYOND NOT USED IN CALCULATIONS 2' - 6"57' - 0"13' - 0 1/4"3' - 8 1/4" 70' - 0 1/4" 70' - 10" LEVEL 01 0" ROOF PARAPET 17' -0" 21' - 8"26' - 6"21' - 8" 21 ' - 0 " 17 ' - 0 " 4 ' - 0 " 3' - 4 " 5 ' - 4 " MASONRY BRICK LOW-E TINTED GLAZINGSMOOTH FINISHED STUCCO 14' - 6"14' - 6" 70' - 8" 24' - 9 7/8"24' - 9 3/4" LEVEL 01 0" ROOF PARAPET 17' -0" 2' - 0 " 13 ' - 8 " 3' - 4 " 17 ' - 0 " MASONRY BRICK LOW-E TINTED GLAZING SMOOTH FINISHED STUCCO 6' - 0"6' - 0" 3' - 0" 5' - 4 " 3' - 4 " AREA BEYOND NOT USED IN CALCULATIONS AREA BEYOND NOT USED IN CALCULATIONS STANDING SEAM METAL AWNING FINISH TO MATCH WINDOW MULLIONS 3' - 0"12' - 5"29' - 8 1/4"21' - 9"3' - 0" 63' - 10 1/4" 64' - 8" LEVEL 01 0" ROOF PARAPET 17' -0" 21 ' - 0 " 8' - 8 " 5' - 4 " 3' - 4 " MASONRY BRICK LOW-E TINTED GLAZING SMOOTH FINISHED STUCCO 6' - 0"6' - 0"6' - 0"6' - 0"6' - 0" STANDING SEAM METAL AWNING FINISH TO MATCH WINDOW MULLIONS AREA BEYOND NOT USED IN CALCULATIONS AREA BEYOND NOT USED IN CALCULATIONS 3' - 8 1/4"13' - 0 1/4"57' - 0"2' - 6" 70' - 0 1/4" 70' - 10" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2020© Gensler Project Name Project Number Description Scale Seal / Signature 2020 CIVIL Calichi Civil Engineers 1 N. LaSalle Suite 3950 Chicago, IL 60602 Tel 312.940.4393 STRUCTURAL DCI Engineers 106 E. 6th Street Suite 200 Austin, TX 78701 Tel 512.472.9797 MEP & STRUCTURAL B & H Engineers, Inc. 511 E John Carpenter Fwy Suite 250 Irving, TX 75062 Tel 214.496.1670 Tel 214.273.1500 Fax 214.273.1505 5005 Greenville Avenue Dallas, TX 75240 United States LANDSCAPE la terra studio 2712 Swiss Ave Irving, TX 75204 Tel 214.749.0333 3/16" = 1'-0" 1/13/2020 3:30:48 PM \\gensler.ad\projects\RevitUserModels\22125\Schertz First United Bank_R18_Jessica_Vasquez.rvt ELEVATIONS NFP PLANNING AND ZONING SUBMISSION 27.6813.230 Schertz Schertz 4917 FM 3009 Schertz, TX 78154 SCALE:3/16" = 1'-0" BUILDING ELEVATION -EAST02 SCALE:3/16" = 1'-0" BUILDING ELEVATION -NORTH01 SCALE:3/16" = 1'-0" BUILDING ELEVATION -SOUTH03 SCALE:3/16" = 1'-0" BUILDING ELEVATION -WEST04 SQ. FOOTAGE SQ. FOOTAGE PERCENTAGE TOTAL BUILDING FACADE AREA NORTH ELEVATION FACADE AREA NORTH ELEVATION FACADE AREA -EXCLUDING GLAZING NORTH ELEVATION AREA OF WINDOWS AND GLASS DOORS NORTH ELEVATION AREA OF BRICK NORTH ELEVATION AREA OF STUCCO 1,376 SF 370 SF 1,006 SF 853 SF 134 SF 27% 73% 62% 10% NORTH FACADE ELEVATION SQ. FOOTAGESQ. FOOTAGE PERCENTAGE TOTAL BUILDING FACADE AREA EAST ELEVATION FACADE AREA EAST ELEVATION FACADE AREA -EXCLUDING GLAZING EAST ELEVATION AREA OF WINDOWS AND GLASS DOORS EAST ELEVATION AREA OF BRICK EAST ELEVATION AREA OF STUCCO 1,211 SF 128 SF 1,089 SF 847 SF 207 SF 11% 89% 70% 17% EAST FACADE ELEVATION SQ. FOOTAGESQ. FOOTAGE PERCENTAGE TOTAL BUILDING FACADE AREA SOUTH ELEVATION FACADE AREA SOUTH ELEVATION FACADE AREA -EXCLUDING GLAZING SOUTH ELEVATION AREA OF WINDOWS AND GLASS DOORS SOUTH ELEVATION AREA OF BRICK SOUTH ELEVATION AREA OF STUCCO 1,143 SF 128 SF 1,015 SF 787 SF 179 SF 11% 89% 69% 16% SOUTH FACADE ELEVATION SQ. FOOTAGESQ. FOOTAGE PERCENTAGE TOTAL BUILDING FACADE AREA WEST ELEVATION FACADE AREA WEST ELEVATION FACADE AREA -EXCLUDING GLAZING WEST ELEVATION AREA OF WINDOWS AND GLASS DOORS WEST ELEVATION AREA OF BRICK WEST ELEVATION AREA OF STUCCO 1,211 SF 192 SF 1,019 SF 783 SF 207 SF 16% 84% 65% 17% WEST FACADE ELEVATION 4,941 SF 4,941 SF 4,941 SF 4,941 SF 25% 23% 25% 28% NOT FOR CONSTRUCTION