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Approved Site Plan - Woodland Oaks Business Park NorthT LOT 2 BLOCK 10 WOODLAND OAKS BUSINESS PARK SOUTH PROPOSE D BUILDING " B " SCHERTZ PKWY PR O P O S E D BU I L D I N G " A " W O O D L A N D O A K S D R PROPOSEDBUILDING "C " CO V E R E D B R I D G E WOODBRIDGE WAY LE G E N D LO C A T I O N M A P © © dr a w n b y : da t e : PD p r o j e c t # : dr a w i n g n u m b e r : dr a w i n g t i t l e : Op e n s t u d i o a r c h i t e c t u r e , P L L C © 2 0 1 6 Al l R i g h t s R e s e r v e d TH I S D R A W I N G I S P R O V I D E D A S A N I N S T R U M E N T O F SE R V I C E B Y T H E A R C H I T E C T A N D I S I N T E N D E D F O R U S E ON T H I S P R O J E C T O N L Y . T H E D R A W I N G R E M A I N S T H E PR O P E R T Y O F T H E A R C H I T E C T A N D S H A L L B E RE T U R N E D T O H I M / H E R U P O N C O M P L E T I O N O F T H E CO N S T R U C T I O N W O R K . P U R S U A N T T O T H E AR C H I T E C T U R A L W O R K S C O P Y R I G H T P R O T E C T I O N A C T OF 1 9 9 0 , A L L D R A W I N G S , S P E C I F I C A T I O N S , I D E A S , A N D DE S I G N S , I N C L U D I N G T H E O V E R A L L F O R M , AR R A N G E M E N T , A N D C O M P O S I T I O N O F T H E S P A C E S , AN D E L E M E N T S A P P E A R I N G H E R E I N , C O N S T I T U T E S T H E CO P Y R I G H T W O R K O F T H E A R C H I T E C T . A N Y RE P R O D U C T I O N , U S E , O R D I S C L O S U R E O F I N F O R M A T I O N CO N T A I N E D H E R E I N W I T H O U T P R I O R W R I T T E N C O N S E N T OF T H E A R C H I T E C T I S S T R I C T L Y P R O H I B I T E D . ch e c k e d b y : Th e F i n e s i l v e r B u i l d i n g 81 6 C a m a r o n , S u i t e 2 3 0 Sa n A n t o n i o , T e x a s 7 8 2 1 2 Te l : 2 1 0 . 4 1 7 . 4 3 0 7 ww w . o p e n s t u d i o - u s a . c o m SCHERTZ, TX 11 6 6 0 - 0 2 AA MA R C H 2 0 1 9 WOODLAND OAKS AB Re v i s i o n s Nu m b e r De s c r i p t i o n Da t e SI T E AD D R E S S WO O D L A W N O A K S SC H E R T Z , T X 7 8 1 5 4 LE G A L D E S C R I P T I O N LO T 1 BL O C K 1 0 PL A T WO O D L A N D O A K S BU S I N E S S P A R K N O R T H C1 . 0 0 OV E R A L L S I T E P L A N WO O D L A N D O A K S B U S I N E S S P A R K N O R T H PA R K I N G S U M M A R Y T A B L E DA T A S U M M A R Y T A B L E WO O D L A N D O A K S BU S I N E S S P A R K N O R T H FL E X I B L E P A V E M E N T S E C T I O N S 1 SI T E C O M P L E T E N E S S R E V I E W C O M M E N T S 0 8 / 1 4 / 2 0 1 9 2 CIT Y C O M M E N T S 11 / 1 8 / 2 0 1 9 3 CIT Y C O M M E N T S 1 2 / 1 2 / 2 0 1 9 4 CIT Y C O M M E N T S 0 1 / 1 5 / 2 0 2 0 79 2 7 2 PROFESSIONAL E N G I N EER S T A T E OF TEXAS LICENS E D W O O D L A N D O A K S D R SCHERTZ PKWYT PR O P O S E D B U I L D I N G " A " PROPOSED BUILDI N G " B " PROPOSED BUILDIN G " C " PROPOSED BUILDIN G " C " LE G E N D LO C A T I O N M A P © © dr a w n b y : da t e : PD p r o j e c t # : dr a w i n g n u m b e r : dr a w i n g t i t l e : Op e n s t u d i o a r c h i t e c t u r e , P L L C © 2 0 1 6 Al l R i g h t s R e s e r v e d TH I S D R A W I N G I S P R O V I D E D A S A N I N S T R U M E N T O F SE R V I C E B Y T H E A R C H I T E C T A N D I S I N T E N D E D F O R U S E ON T H I S P R O J E C T O N L Y . T H E D R A W I N G R E M A I N S T H E PR O P E R T Y O F T H E A R C H I T E C T A N D S H A L L B E RE T U R N E D T O H I M / H E R U P O N C O M P L E T I O N O F T H E CO N S T R U C T I O N W O R K . P U R S U A N T T O T H E AR C H I T E C T U R A L W O R K S C O P Y R I G H T P R O T E C T I O N A C T OF 1 9 9 0 , A L L D R A W I N G S , S P E C I F I C A T I O N S , I D E A S , A N D DE S I G N S , I N C L U D I N G T H E O V E R A L L F O R M , AR R A N G E M E N T , A N D C O M P O S I T I O N O F T H E S P A C E S , AN D E L E M E N T S A P P E A R I N G H E R E I N , C O N S T I T U T E S T H E CO P Y R I G H T W O R K O F T H E A R C H I T E C T . A N Y RE P R O D U C T I O N , U S E , O R D I S C L O S U R E O F I N F O R M A T I O N CO N T A I N E D H E R E I N W I T H O U T P R I O R W R I T T E N C O N S E N T OF T H E A R C H I T E C T I S S T R I C T L Y P R O H I B I T E D . ch e c k e d b y : Th e F i n e s i l v e r B u i l d i n g 81 6 C a m a r o n , S u i t e 2 3 0 Sa n A n t o n i o , T e x a s 7 8 2 1 2 Te l : 2 1 0 . 4 1 7 . 4 3 0 7 ww w . o p e n s t u d i o - u s a . c o m SCHERTZ, TX 11 6 6 0 - 0 2 AA MA R C H 2 0 1 9 WOODLAND OAKS AB Re v i s i o n s Nu m b e r De s c r i p t i o n Da t e SI T E AD D R E S S WO O D L A W N O A K S SC H E R T Z , T X 7 8 1 5 4 LE G A L D E S C R I P T I O N LO T 1 BL O C K 1 0 PL A T WO O D L A N D O A K S BU S I N E S S P A R K N O R T H SI T E U T I L I T Y N O T E S C6 . 0 0 UT I L I T Y P L A N SC A L E : 1 " = 5 ' DE T A I L 1 1 SI T E C O M P L E T E N E S S R E V I E W C O M M E N T S 0 8 / 1 4 / 2 0 1 9 MATCHLINE - SEE THIS SHEET M A T C H L I N E - S E E T H I S S H E E T 2 CIT Y C O M M E N T S 1 2 / 1 2 / 2 0 1 9 SCHERTZ PKWY 3 CIT Y C O M M E N T S 0 1 / 1 5 / 2 0 2 0 BUILDING C BUILDING B BUILDING A WOO D L A N D O A K S D R . (60' R . O . W . ) SC H E R T Z P K W Y (8 6 ' R . O . W . ) PROPOSED PARKING PROPOSED PARKING PROPOSED PARKING N 3 1 ° 0 5 ' 4 6 " W 21 7 . 4 2 ' N 59° 20' 53" E 408.16' PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED SIDEWALK PR O P E R T Y L I N E PROPERTY LINE PRO P E R T Y L I N E EASEMENT EASEMENT EASEMENT WW W W W W W W W W W W SSSSSSSS SS SS SS SS W W SS SS SS SS T OHOHOHOHOHOHOHOHOHOH W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S W W W W W W W W UG E UG E WW W W W W W W W W W W SSSSSSSS SS SS SS SS W W SS SS SS SS T SITE BEXAR COUNTY MAP 201 GROVETON | SATX 78210 210.314.5582 | MPSTUD.IO SHEET INFORMATION PROJECT SEAL PROJECT NO. DATE ISSUED SHEET NAME SHEET NUMBER 19022 JUNE 5, 2019 O F T E X ASS T A TE REGISTER E D L A NDSCAPEA R C H I T E CTM PA I L 5 3 3 K AR V.D L A 2 ISSUE SETS REVISIONS PROJECT ADDRESS OWNER | CLIENT OWNER'S REPRESENTATIVE WOODLAND OAKS N.E.C. OF SCHERTZ PKWY AND WOODLAND OAKS DR. DWAYNE HART 147 SUNSET ROAD, SUITE 200 SCHERTZ, TX 78209 CALEB E. GOINS, RA 830.627.3290 caleb.g@openstudio-usa.com SUBCONSULTANT DESCRIPTIONDATENO. 1 06.05.19 PERMIT SET 11-15-2019 DESCRIPTIONDATENO. 1 08.06.19 CITY COMMENTS 2 09.18.19 CITY COMMENTS 3 10.07.19 CITY COMMENTS 4 11.15.19 BACKGROUND UPDATE 5 12.04.19 CITY COMMENTS TREE PRESERVATION: (Tree Survey Method) MITIGATION CALCULATIONS TOTAL INCHES ON SITE:869 INCH. TOTAL INCHES REMOVED:521.5 INCH. TOTAL INCHES PRESERVED:347.5 INCH. (39.9%) REQUIRED MITIGATION:521.5" REQUIRED MITIGATION TREE PRESERVATION PRESERVED TREES REMOVED TREES SCALE: 1"=20' 0 40'20'10'5'TREE PRESERVATION PLAN1 VICINITY MAP TREE PRESERVATION PLAN TP 1.1 REQUIRED MITIGATION: 521.5" TREE MITIGATION FUND: 521.5" (NOT MITIGATED) X ($100/INCH) = $52,150 (PLUS FEES) SITE NOTE:ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED WITH AUTOMATIC IRRIGATION SYSTEM. 201 GROVETON | SATX 78210 210.314.5582 | MPSTUD.IO SHEET INFORMATION PROJECT SEAL PROJECT NO. DATE ISSUED SHEET NAME SHEET NUMBER 19022 JUNE 5, 2019 O F T E X ASS T A TE REGISTER E D L A NDSCAPEA R C H I T E CTM PA I L 5 3 3 K AR V.D L A 2 ISSUE SETS REVISIONS PROJECT ADDRESS OWNER | CLIENT OWNER'S REPRESENTATIVE WOODLAND OAKS N.E.C. OF SCHERTZ PKWY AND WOODLAND OAKS DR. DWAYNE HART 147 SUNSET ROAD, SUITE 200 SCHERTZ, TX 78209 CALEB E. GOINS, RA 830.627.3290 caleb.g@openstudio-usa.com SUBCONSULTANT DESCRIPTIONDATENO. 1 06.05.19 PERMIT SET 11-15-2019 DESCRIPTIONDATENO. 1 08.06.19 CITY COMMENTS 2 09.18.19 CITY COMMENTS 3 10.07.19 CITY COMMENTS 4 11.15.19 BACKGROUND UPDATE 5 12.04.19 CITY COMMENTS OF F LI M I T S ROOT PROTECTION (RPZ) LIMITSOFF ZONE OFF LIMIT S 3" MULCH INSIDE RPZ AND WILL CONFORM TO THE DRIP LINE AND LIMITED 1. THE FENCING SHOWN ABOVE IS DIAGRAMATIC ONLY NOTE: TO PROJECT BOUNDARY. 2. FOR ACCEPTABLE FENCING MATERIALS SEE SPECIFICATIONS. WHEN BARE DIRT TREE CANOPY ROOT PROTECTION ZONE (RPZ) TREE TRUNK A. FIRST CUT - TO PREVENT THE BARK FROM BEING PEELED WHEN THE BRANCH FALLS. FOR OAKS ONLY: PAINT ALL WOUNDS OR CUTS WITH PRUNING PAINT WITHIN 20 MIN TO PREVENT THE SPREAD OF OAK WILT. B. SECOND CUT - TO REDUCE THE WEIGHT OF BRANCH. C. FINAL CUT - ALLOW FOR HEALING COLLAR BUT NO STUBS BRANCH COLLAR LIVE BRANCH PROPER PRUNING FOR BRANCHES 1 1/2" OR GREATER IN DIAMETER. BRANCH BARK RIDGE DEAD BRANCH C NOTE: DO NOT CUT FROM D to E. E E A B C A B D D D. BRANCH RIDGES - INDENT PROPERLY BRANCH RIDGES WHICH ARE SITE FOR DECAY. NOT TO SCALE EXISTING TREE PROTECTION ELEVATION - PLAN - 3D VIEW1 AS NEEDED TO PROTECT TREES IN WORK AREAS. WRAP TREE TRUNK WITH 2"X4" STUDS AND ROPE OR BAND IN PLACE 8" MULCH UNDER DRIP LINE AS 4' 4" NOTE MINIMAL PROTECTION FOR ROOTS FROM CONSTRUCTION ACTIVITIES NOT TO SCALE LEVEL II A TREE PROTECTION ELEVATION 3 NOT TO SCALE TREE BRANCH PRUNING ELEVATION 2 NOT TO SCALE LEVEL II B TREE PROTECTION ELEVATION 4 ZONE (RPZ) ROOT PROTECTION IF BARE DIRT 8" MULCH OUTSIDE RPZ ESTABLISH FENCE PROTECTION MINIMUM 5' FROM TRUNK 6" MULCH INSIDE RPZ PROTECTION ZONE. OR WHEN CONSTRUCTION OCCURS IN ROOT NOTE 1. OPTION USED FOR TIGHT CONSTRUCTION AREAS DRIP LINE AND UNDER DRIP LINE AS MINIMAL PROTECTION FOR ROOTS FROM CONSTRUCTION ACTIVITIES 2. FOR ACCEPTABLE FENCING MATERIALS SEE SPECIFICATIONS. ROOT PROTECTION ZONE (RPZ) PROPERTY LINE TREE TRUNK STR E E T 5' CURB NOT TO SCALE BORING THROUGH TREE ROOT (RPZ) SECTION5 TUNNEL TO MINIMIZE ROOT DAMAGE (TOP) AS OPPOSED TO SURFACE-DUG TRENCHES IN ROOT PROTECTION ZONE WHEN THE 5' MINIMUM DISTANCE FROM TRUNK CAN NOT BE ACHIEVED. TREES THAT ARE MARKED TO BE PRESERVED ON A SITE PLAN AND FOR WHICH UTILITIES MUST PASS TROUGH THEIR ROOT PROTECTION ZONES MAY REQUIRE TUNNELING AS OPPOSED TO OPEN TRENCHES. THE DECISION TO TUNNEL WILL BE DETERMINED ON A CASE BY CASE BASIS BY THE ENGINEER. TUNNELS SHALL BE DUG THROUGH THE ROOT PROTECTION ZONE IN ORDER TO MINIMIZE ROOT DAMAGE. 12" MIN & 48" MAX DEPTH OPEN TRENCHING MAY BE USED IF EXPOSED TREE ROOTS DO NOT EXCEED 3" OR ROOTS CAN BE BENT BACK. 1. ALL THE TREES WITH A DIAMETER GREATER THAN 3 INCHES AFFECTED BY CONSTRUCTION SHALL HAVE THE LIMBS AND ROOTS TRIMMED AND PRUNED ACCORDING TO TREE PRUNING, SOIL AMENDING AND FERTILIZATION, UNLESS SPECIFIED TREES SHALL RECEIVE PROTECTION AS SHOWN ON TREE PROTECTION DETAIL ON THIS SHEET. 2. ALL TREES SHALL REMAIN UNLESS NOTED ON THE PLANS. 3. NO SITE PREPARATION WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION AND TREATMENT MEASURES HAVE NOT BEEN COMPLETED AND APPROVED BY CITY INSPECTOR. 4. TREE PROTECTION FENCING SHALL BE REQUIRED. TREE PROTECTION FENCING SHALL BE INSTALLED, MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. 5. THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN THREE INCHES IN DIAMETER WHEN EXCAVATING NEAR EXISTING TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED WITH CAUTION. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR. 6. THE ROOT PROTECTION ZONE IS THAT AREA SURROUNDING A TREE, AS MEASURED BY A RADIUS FROM THE TREE TRUNK, IN WHICH NO EQUIPMENT, VEHICLES OR MATERIALS MAY OPERATE OR BE STORED. THE REQUIRED RADIUS LENGTH IS 1 FOOT PER DIAMETER INCH OF THE TREE. FOR EXAMPLE, A 10-INCH DIAMETER TREE WOULD HAVE A 5-FOOT RADIUS ROOT PROTECTION ZONE AROUND THE TREE. ROOTS OR BRANCHES THAT ARE IN CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO PROPER PRUNING METHODS. LIVE OAK WOUNDS SHALL BE PAINTED OVER, WITHIN 20 MINUTES TO PREVENT OAK WILT. 7. ACCESS TO FENCED AREAS WILL BE PERMITTED ONLY WITH THE APPROVAL OF THE ENGINEER OR CITY INSPECTOR. 8. GRADING, IF REQUIRED, SHALL BE LIMITED TO A 3 INCH CUT OR FILL WITHIN THE FENCED ROOT ZONE AREAS. 9. TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS SHALL BE REMOVED BY HAND AS DIRECTED BY THE PROJECT MANAGER OR CITY INSPECTOR. 10. TREES DAMAGED OR LOST DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED TO THE ENGINEER'S SATISFACTION. 11. EXPOSED ROOTS SHALL BE COVERED AT THE END OF EACH DAY USING TECHNIQUES SUCH AS COVERING WITH SOIL, MULCH OR WET BURLAP. 12. ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST PRIOR TO ITS REMOVAL. EXISTING TREE NOTES TREE PRESERVATION DETAILS & NOTES TP 2.1 NOTE:ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED WITH AUTOMATIC IRRIGATION SYSTEM. WW W W W W W W W W W W SSSSSSSS SS SS SS SS W W SS SS SS SS T OHOHOHOHOHOHOHOHOHOH W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S W W W W W W W W UG E WW W W W W W W W W W W SSSSSSSS SS SS SS SS W W SS SS SS SS T 10- LNG 3- RI 3- RI 3- RI 7- LF 9- ML 9- TP 3-DT 5- RI 9- LNG 1- LO | IC 5- RI 10- LNG 1- LO | IC 5- LNG 8- ML 7- MC 7- ML 6- MC 11- ML 6- LNG 16- MC 8- ML 22- MC 8- ML 20- MC 10- ML 5- TP 4- LF 3- TP 17- MC 6470 SF- HYDRO MULCH 12,065 SF- SOD 26165 SF- SOD 3120 SF- MULCH 6,963 SF- SOD 360 SF- RIVER ROCK 186 SF- MULCH 178 SF- MULCH 168 SF- MULCH 1- LO | IC 612 SF- MULCH 105 SF- MULCH 66 SF- MULCH 1207 SF- MULCH #703 | PC #702 | PC #704 | PC #701 | PC #712 | PC #754 | PC #756 | PC 2- MO| PC #814 | PC #708 | IC #779 | IC #802 | BC #805 | BC #846 | BC #816 | BC #815 | BC #822 | BC #823 | BC #825 | BC #826 | BC #824 | BC #832 | BC #830 | BC #829 | BC #833 | BC #831 | BC 5- RI #839 | BC #836 | BC #835 | BC 32 SF- MULTCH 32 SF- MULCH 32 SF- MULCH #735 | IC 66 SF- MULCH 5- MS | PC #827 | BC 1-LO 10- LNG 168 SF- MULTCH 5- MC 3- LF 5- LM 6- LF 3- LM 5- TP 3- DT 10- TP 1- LO | PC 5- MC 811 SF- SOD 9- LNG 6- MC 7- ML STEEL EDGER STEEL EDGER 4- RI 7- ML 152 SF- D.G. 1- LO | PC #748 | PC #745 | PC #750 | PC 3- MO | PC#809 | AC BUILDING C BUILDING B BUILDING A WOO D L A N D O A K S D R . (60' R . O . W . ) SC H E R T Z P K W Y (8 6 ' R . O . W . ) PROPOSED PARKING PROPOSED PARKING PROPOSED PARKING N 3 1 ° 0 5 ' 4 6 " W 21 7 . 4 2 ' N 59° 20' 53" E 408.16' PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED SIDEWALK PR O P E R T Y L I N E PROPERTY LINE PRO P E R T Y L I N E EASEMENT EASEMENT EASEMENT 201 GROVETON | SATX 78210 210.314.5582 | MPSTUD.IO SHEET INFORMATION PROJECT SEAL PROJECT NO. DATE ISSUED SHEET NAME SHEET NUMBER 19022 JUNE 5, 2019 O F T E X ASS T A TE REGISTER E D L A NDSCAPEA R C H I T E CTM PA I L 5 3 3 K AR V.D L A 2 ISSUE SETS REVISIONS PROJECT ADDRESS OWNER | CLIENT OWNER'S REPRESENTATIVE WOODLAND OAKS N.E.C. OF SCHERTZ PKWY AND WOODLAND OAKS DR. DWAYNE HART 147 SUNSET ROAD, SUITE 200 SCHERTZ, TX 78209 CALEB E. GOINS, RA 830.627.3290 caleb.g@openstudio-usa.com SUBCONSULTANT DESCRIPTIONDATENO. 1 06.05.19 PERMIT SET 11-15-2019 DESCRIPTIONDATENO. 1 08.06.19 CITY COMMENTS 2 09.18.19 CITY COMMENTS 3 10.07.19 CITY COMMENTS 4 11.15.19 BACKGROUND UPDATE 5 12.04.19 CITY COMMENTS SCALE: 1"=20' 0 40'20'10'5'LANDSCAPE PLANTING PLAN PLAN1 LANDSCAPE PLANTING PLAN LP 1.1 PM AC | BC | PC | IC PLANT NAME INTERIOR CREDIT BUFFER CREDIT ACRE CREDIT LABEL LEGEND PERIMETER CREDIT LANDSCAPE ORDINANCE A MINIMUM OF TWENTY PERCENT(20%) OF THE TOTAL LAND AREA OF ANY PROPOSED MULTIFAMILY OR NONRESIDENTIAL DEVELOPMENT SHALL BE LANDSCAPED AND SHALL BE COMPRISED OF TREES, SHRUBS, SOD, OR OTHER GROUND COVER. IN THE EVENT OF THE CONSTRUCTION OF A PHASED DEVELOPMENT, THE MINIMUM TWENTY PERCENT (20%) REQUIREMENT SHALL APPLY TO EACH PHASE AS IT IS DEVELOPED SITE AREA = 61,767 SF 20% REQUIRED LANDSCAPE AREA = 12,353.4 SF PROPOSED LANDSCAPE AREA =27,561(44.6%) SF ALL PROPERTIES SHALL PROVIDE SHADE TREES AT A RATIO OF NINE (9) TREES PER ACRE OF GROSS LOT AREA. INDUSTRIAL PROPERTY SHALL PROVIDE SHADE TREES AT A RATIO OF NINE (9) TREES PER ACRE, CALCULATED AT SIXTY PERCENT (60%) OF THE GROSS LOT AREA OR BY EXCLUSION OF THE MAIN ENCLOSURE STRUCTURE GROUND FLOOR AREA FROM THE GROSS LOT AREA, WHICHEVER IS LESS. PUBLIC SCHOOLS SHALL PROVIDE SHADE TREES AT A RATIO OF AT LEAST FOUR (4) TREES PER ACRE. EXISTING TRESS MAY BE COUNTED TOWARD MEETING THE REQUIREMENTS OF THIS SECTION. SITE AREA = 1.41 ACRES 9 SHADE TREES X 1.41 = 12.6 REQUIRED TREES 13 EXISTING TREES (#809, #815, #816, #822-830, #832, #835) INTERIOR LANDSCAPING. A MINIMUM OF TEN PERCENT (10%) OF THE GROSS PARKING AREAS SHALL BE DEVOTED TO LIVING LANDSCAPING WHICH INCLUDES GRASS, GROUND COVERS, PLANTS, SHRUBS AND TREES. GROSS PARKING AREA IS TO BE MEASURED FROM THE EDGE OF THE PARKING AND/OR DRIVEWAY AND SIDEWALKS. THE FOLLOWING ADDITIONAL CRITERIA SHALL APPLY TO THE INTERIOR OF PARKING LOTS. (A) INTERIOR LANDSCAPE AREAS SHALL BE PROTECTED FROM VEHICULAR ENCROACHMENT OF OVERHANG THROUGH APPROPRIATE WHEEL STOPS OR CURBS.(B) THERE SHALL BE A MINIMUM OF ONE (1) SHADE TREE PLANTED FOR EACH 400 SQUARE FEET OR FRACTION THEREOF OF REQUIRED INTERIOR LANDSCAPE AREA. (C) INTERIOR AREAS OF PARKING LOTS SHALL CONTAIN PLANTING ISLANDS LOCATED SO AS TO BEST RELIEVE THE EXPANSE OF PAVING. PLANTER ISLANDS MUST BE LOCATED NO FURTHER APART THAN EVERY TWELVE (12) PARKING SPACES AND AT THE TERMINUS OF ALL OF PARKING. SUCH ISLANDS SHALL BE A MINIMUM OF 200 SQUARE FEET OR TEN FEET (10') BY TWENTY FEET 920'0 IN SIZE. PARKING AREA = 20,582 SF 20,582 X 10% = 2,058.2 400 / 2,058.2 = 5.1 REQUIRED TREES PROPOSED TREES (3) LIVE OAKS EXISTING TREES (3) (#708, #735, #779) PERIMETER LANDSCAPING. ALL PARKING LOTS AND VEHICULAR USE AREAS SHALL BE SCREENED FROM ALL ABUTTING PROPERTIES WITH A WALL, FENCE, HEDGE, BERM OR OTHER DURABLE LANDSCAPE BARRIER. ALL PARKING LOTS AND VEHICULAR USE AREAS SHALL BE SCREENED FROM ALL ABUTTING PUBLIC RIGHTS-OF-WAY WITH A WALL, BERM OR COMBINATION OF HEDGE AND BERM. ANY LIVING BARRIER SHALL BE ESTABLISHED IN A MINIMUM FIVE FOOT (5') PLANTING STRIP. PLANTS AND MATERIALS USED IN LIVING BARRIERS SHALL BE AT LEAST THIRTY INCHES (30") HIGH AT THE TIME OF PLANTING AND SHALL BE OF A TYPE AND SPECIES THAT WILL ATTAIN A MINIMUM HEIGHT OF THREE FEET (3') ONE (1) YEAR AFTER PLANTING. ANY LANDSCAPE BARRIER NOT CONTAINING LIVE PLANTS OR TREES SHALL BE A MINIMUM OF THREE FEET (3') HIGH AT TIME OF INSTALLATION . PERIMETER LANDSCAPING SHALL BE DESIGNED TO SCREEN OFF-STREET PARKING LOTS AND OTHER VEHICULAR USE AREAS FROM PUBLIC FROM PUBLIC RIGHTS-OF-WAY AND ADJACENT RESIDENTIAL PROPERTIES. (A) WHENEVER AN OFF-STREET PARKING OR VEHICULAR USE AREA ABUTS A PUBLIC RIGHT-OF-WAY, EXCEPT A PUBLIC ALLEY, A PERIMETER LANDSCAPE AREA OF AT LEAST FIFTEEN FEET (15') IN DEPTH SHALL BE MAINTAINED BETWEEN THE ABUTTING RIGHT-OF-WAY AND THE OFF-STREET PARKING OR VEHICULAR AREA. AN APPROPRIATE LANDSCAPE SCREEN OR BARRIER SHALL BE INSTALLED IN THIS AREA AND THE REMAINING AREA SHALL BE LANDSCAPED WITH AT LEAST GRASS OR OTHER GROUND COVER. NECESSARY ACCESS WAYS FROM THE PUBLIC RIGHT-OF-WAY SHALL BE PERMITTED THROUGH ALL SUCH LANDSCAPING. (B) WHENEVER AN OFF-STREET PARKING OR VEHICULAR USE AREA ABUTS AN ADJACENT RESIDENTIAL PROPERTY LINE, A PERIMETER LANDSCAPE AREA OF AT LEAST TEN FEET (10') IN WIDTH SHALL BE MAINTAINED BETWEEN THE EDGE OF THE PARKING AREA AND THE ADJACENT PROPERTY LINE. ACCESS WAYS BETWEEN LOTS MAY BE PERMITTED THROUGH ALL PERIMETER LANDSCAPE AREAS. LANDSCAPING SHALL BE DESIGNED TO VISUALLY SCREEN THE PARKING AREA. WHENEVER SUCH PROPERTY IS ZONED OR USED FOR SINGLE FAMILY RESIDENTIAL PURPOSES, A LANDSCAPE BUFFER SHALL INCLUDE A MASONRY WALL AND HEDGE, OR BERM WHICH SHALL BE A MINIMUM OF THREE FEET (3') IN HEIGHT AND A MAXIMUM OF EIGHT FEET (8') IN HEIGHT. (C) PERIMETER LANDSCAPE AREAS SHALL CONTAIN AT LEAST ONE (1) SHADE TREE FOR EACH FIFTY LINEAR FEET (50'), OR FRACTION THEREOF, OF PERIMETER AREA. SCHERTZ PARKWAY = 210 LF / 20 = 11 REQUIRED TREES WOODLAND OAKS DRIVE = 509 LF / 50 =11 REQUIRED TREES PROPOSED TREES (5) MEXICAN SYCAMORE (5) MONTERREY OAK (1) LIVE OAK EXISTING TREES (11) (#701,#702,#703,#704,#712,#745,#748,#750,#754,#756,#814) NONRESIDENTIAL AND MULTIFAMILY LANDSCAPE BUFFER REQUIREMENTS. IN ADDITION TO ANY SCREENING REQUIREMENTS OF SECTION 21.9.8, A NONRESIDENTIAL OR MULTIFAMILY USE ADJACENT TO A RESIDENTIAL USE OR RESIDENTIALLY ZONED PROPERTY SHALL PROVIDE A MINIMUM TWENTY FOOT (20') LANDSCAPE BUFFER ADJACENT TO THE PROPERTY LINE OF THE RESIDENTIAL USE OR RESIDENTIALLY ZONED PROPERTY. A MINIMUM OF ONE (1) SHADE TREE SHALL BE PLANTED FOR EACH THIRTY LINEAR FEET (30') OF LANDSCAPE BUFFER. A MINIMUM OF TEN (10) SHRUBS SHALL BE PLANTED FOR EACH FIFTY LINEAR FEET (50') OF LANDSCAPE BUFFER. ALL OTHER AREAS WITHIN THE LANDSCAPE BUFFER SHALL BE COVERED WITH GRASS OR ANOTHER SOLID VEGETATIVE COVER APPROVED AT THE TIME OF SITE PLAN APPROVAL. 1 TREE PER 30 LF(404 / 30) = 13.4 REQUIRED TREES 10 SHRUBS PER 50 LF (404 / 50) = 80.8 REQUIRED SHRUBS TREES PROVIDED (20) EXISTING TREES - (#793, #802, #805, #815, #816, #822-827, #829-833, #835, #836, #839, #846) (1) (2) (3) (4) (5) NOTE:ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED WITH AUTOMATIC IRRIGATION SYSTEM. PLANTING PIT SIZE: WIDTH: TWO TIMES THE ROOT BALL DEPTH: EQUAL TO THE ROOT BALL, LESS 2" PLANTING HOLE 2X DIAMETER OF ROOT BALL CAUTION: CONFIRM ALL UTILITY LOCATIONS PRIOR TO DRIVING TREE STAKES. 4" EXPOSE TREE ROOT FLARE AND CUT ANY GIRDLING ROOTS; PLANT TREE WITH ROOT FLARE 2" ABOVE ADJACENT FINISHED GRADE. CUT TWINE AT TRUNK AND ROOT BALL. REMOVE TOP 1/3 OF BURLAP AND ALL ROPES, WIRES AND CONTAINERS. 4" MULCH AS PER SPECIFICATIONS BACKFILL TOP 2/3 WITH 50/50 BACKFILL MIX AS PER SPECIFICATIONS BACKFILL BOTTOM 1/ 3 WITH NATIVE SOIL FROM TREE PIT EXCAVATION AS PER SPECIFICATIONS SECURE TREE TO STAKES WITH BLACK RUBBER HOSE, (MIN. 1'-0" LONG) AT LOWEST CROTCH OF LOWEST BRANCH. 12 GAUGE WIRE, GALV. TWIST THE 2 WIRES UNTIL SLIGHTLY TAUGHT TO ALLOW TREE TO MOVE FREELY IN LIGHT BREEZE. 6'-0" LONG DARK GREEN METAL "T" STAKES. INSTALL STAKES MIN. 1'-0" INTO UNDISTURBED SUBGRADE. DO NOT DISTURB ROOT BALL. 4" RAISED SOIL RING UNDISTURBED SUBGRADE 3+ GAL 1 GAL 1'-0" TYP. MIN. VARIES REF. PLAN 4" 8" MI N . 1" ROOT FLARE SHALL BE 1" ABOVE FINISHED PLANT BED MIX 4" HARDWOOD MULCH; TAPER 3:12 AT PLANTING BED PERIMETER FINISHED GRADE 3/16" x 4" STEEL EDGING EXCAVATE TO PLANTER SUBGRADE; BACKFILL WITH SPECIFIED PLANTING MIX FOR 3 GAL SHRUBS OR LARGER; SUBGRADE PIT 2X ROOT BALL DIAMETER SUBGRADE 1/ 2 P L A N T SP A C I N G 1'- 0 " 1/ 2 P L A N T SP A C I N G NOTE: THIS DETAIL IS DRAWN TO SHOW THE INTENDED PLANTING LAYOUT OF ADJACENT SHRUB BEDS ALONG CURVES. CONTRACTOR TO PLANT ALL PERIMETERS OF BED AREAS AS SHOWN AND THEN PLANT THE REMAINDER OF THE BED TRIANGULAR AT THE SPECIFIED SPACING. SHRUBS PLANTED AT 9"-24" O.C. SHRUBS PLANTED AT 24"-30" O.C. CAUTION: CONFIRM ALL UTILITY LOCATIONS PRIOR TO DRIVING TREE STAKES. PLANTING PIT SIZE: WIDTH: TWO TIMES THE ROOT BALL DEPTH: EQUAL TO THE ROOT BALL, LESS 2" 1" PLANTING HOLE 2X DIAMETER OF ROOT BALL EXPOSE TREE ROOT FLARE AND CUT ANY GIRDLING ROOTS; PLANT TREE WITH ROOT FLARE 2" ABOVE ADJACENT FINISHED GRADE. 4" HARDWOOD MULCH. TAPER 1:12 AT PERIMETER OF PLANTING BED PLANTING BED MIX UNDISTURBED SUBGRADE BACKFILL BOTTOM 1/ 3 WITH NATIVE SOIL FROM TREE PIT EXCAVATION AS PER SPECIFICATIONS BACKFILL TOP 2/3 WITH 50/50 BACKFILL MIX AS PER SPECIFICATIONS FINISHED GRADE 3/16" x 4" STEEL EDGING SECURE TREE TO STAKES WITH BLACK RUBBER HOSE, (MIN. 1'-0" LONG) AT LOWEST CROTCH OF LOWEST BRANCH. 12 GAUGE WIRE, GALV. TWIST THE 2 WIRES UNTIL SLIGHTLY TAUGHT TO ALLOW TREE TO MOVE FREELY IN LIGHT BREEZE. 6'-0" LONG DARK GREEN METAL "T" STAKES. INSTALL STAKES MIN. 1'-0" INTO UNDISTURBED SUBGRADE. USE 2 STAKES FOR ALL TREES 3" AND SMALLER. USE 3 STAKES FOR TREES GREATER THAN 3". DO NOT DISTURB ROOT BALL. CUT TWINE AT TRUNK AND ROOT BALL. REMOVE TOP 1/3 OF BURLAP AND ALL ROPES, WIRES AND CONTAINERS. EQ. E Q . EQ . EQ. EQ. USE 3 STAKES FOR TREES GREATER THAN 3". USE 2 STAKES FOR ALL TREES 3" AND SMALLER. PLANT LIST SHRUBS CALLOUT QUANTITY COMMON NAME BOTANICAL NAME SIZE REMARKS GROUNDCOVER CALLOUT QUANTITY COMMON NAME BOTANICAL NAME SIZE REMARKS SCALE: 1/2"=1'-0" TYPICAL TREE PLANTING AT LAWN SECTION1 SCALE: 1"=1'-0" TYPICAL SHRUB PLANTING SECTION4 SCALE: 1"=1'-0" TYPICAL SHRUB SPACING PLAN5 SCALE: 1/2"=1'-0" TYPICAL TREE PLANTING AT BED SECTION2 SCALE: 1/2"=1'-0" TYPICAL TREE STAKING PLAN3 MC 104 GULF COAST MUHLY MUHLENBERGIA CAPILLARIS 3 GAL; 18" HT. 18" SPRD. DARK GREEN; FULL; PLANT 30" O.C. MULCH FIELD VERIFY BLACK - HARDWOOD MULCH (APPLY WEED BARRIER FABRIC) STANDARD 4" THICK PER DETAILS; KELLER MATERIAL LIMITED PH: (210) 967-1300. REFERENCE PLANTING MATERIALS NOTES MO 5 MONTERREY OAK QUERCUS POLYMORPHA 4" CAL; MIN 12' HT; MIN 5' SPRD. SINGLE TRUNK B&B; STRAIGHT TRUNK WITH FULL AND UNIFORM CANOPY; PARK GRADE NOT ACCEPTABLE TREES CALLOUT QUANTITY COMMON NAME BOTANICAL NAME SIZE REMARKS TURF CALLOUT QUANTITY COMMON NAME BOTANICAL NAME SIZE REMARKS SOD FIELD VERIFY COMMON BERMUDA CYNODON DACTYLON SOLID SOD CONTINUOUS SOLID SOD STRIP ALONG BACK OF CURB. CONTRACTOR TO FIELD VERIFY QUANTITY OF LAWN REQUIRED. HYDRO- MULCH FIELD VERIFY COMMON BERMUDA CYNODON DACTYLON HYDROMULCH SEEDS 2 LBS./1,000 SQ.FT. CONTRACTOR TO FIELD VERIFY QUANTITY OF LAWN REQUIRED. ML 82 LINDHEIMER MUHLY MUHLENBERGIA LINDHEIMERI 3 GAL; 24" HT. 24" SPRD. DARK GREEN; FULL; PLANT 48" O.C. LNG 59 NEW GOLD LANTANA LANTANA X 'NEW GOLD' 3 GAL.; 18" HT. 18" SPRD. DARK GREEN; FULL; PLANT 30" O.C. RI 28 INDIAN HAWTHORN RHAPHIOLEPIS INDICA 3 GAL.; 24" HT. 24" SPRD. DARK GREEN; FULL; PLANT 40" O.C. DT 6 TEXAS SOTOL DASYLIRION TEXANUM 3 GAL; 24" HT. 24" SPRD. DARK GREEN; FULL; PLANT 40" O.C. LO 6 LIVE OAK QUERCUS VIRGINIANA 4" CAL; MIN 10' HT; MIN 5' SPRD. SINGLE TRUNK B&B; STRAIGHT TRUNK WITH FULL AND UNIFORM CANOPY; PARK GRADE NOT ACCEPTABLE LF 20 TEXAS SAGE LEUCOPHYLLUM FRUTESCENS 3 GAL; 24" HT. 24" SPRD. DARK GREEN; FULL; PLANT 48" O.C. 201 GROVETON | SATX 78210 210.314.5582 | MPSTUD.IO SHEET INFORMATION PROJECT SEAL PROJECT NO. DATE ISSUED SHEET NAME SHEET NUMBER 19022 JUNE 5, 2019 O F T E X ASS T A TE REGISTER E D L A NDSCAPEA R C H I T E CTM PA I L 5 3 3 K AR V.D L A 2 ISSUE SETS REVISIONS PROJECT ADDRESS OWNER | CLIENT OWNER'S REPRESENTATIVE WOODLAND OAKS N.E.C. OF SCHERTZ PKWY AND WOODLAND OAKS DR. DWAYNE HART 147 SUNSET ROAD, SUITE 200 SCHERTZ, TX 78209 CALEB E. GOINS, RA 830.627.3290 caleb.g@openstudio-usa.com SUBCONSULTANT DESCRIPTIONDATENO. 1 06.05.19 PERMIT SET 11-15-2019 DESCRIPTIONDATENO. 1 08.06.19 CITY COMMENTS 2 09.18.19 CITY COMMENTS 3 10.07.19 CITY COMMENTS 4 11.15.19 BACKGROUND UPDATE 5 12.04.19 CITY COMMENTS MS 5 MEXICAN SYCAMORE PLATANUS MEXICANA 4" CAL; MIN 12' HT; MIN 5' SPRD. SINGLE TRUNK B&B; STRAIGHT TRUNK WITH FULL AND UNIFORM CANOPY; PARK GRADE NOT ACCEPTABLE RIVER ROCK FIELD VERIFY TEXAS BLEND STANDARD 4" THICK PER DETAILS; KELLER MATERIAL LIMITED PH: (210) 967-1300. REFERENCE PLANTING MATERIALS NOTES LANDSCAPE DETAILS AND NOTES LP 2.1 TP 34 PURPLE HEART TRADESCANTIA PALLIDA 3 GAL.; 12" HT. 12" SPRD. DARK GREEN; FULL; PLANT 30" O.C. NOTE:ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED WITH AUTOMATIC IRRIGATION SYSTEM. GENERAL LANDSCAPE NOTES PART 1 : LANDSCAPE CONTRACTOR SHALL ACCEPT THE SITE IN ITS EXISTING CONDITION AND SHALL TIE NEW WORK TO EXISTING CONDITIONS AND CONTROLS (SUCH AS EXISTING GRADES AND WALK ELEVATIONS) AS NECESSARY TO MEET THE INTENT OF THE PLANS. BEFORE PROCEEDING WITH ANY WORK IN AN AREA, LANDSCAPE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUTS AND SIZES AND SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL SITE CONDITIONS. IF ANY UTILITIES OR OBSTRUCTIONS ARE DISCOVERED DURING CONTRACT WHICH MAY NOT HAVE BEEN KNOWN DURING DESIGN, CONTRACTOR SHALL STOP WORK AND IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT BEFORE PRECEDING. LANDSCAPE CONTRACTOR SHALL BE LIABLE FOR ALL MODIFICATIONS AND DAMAGE IF WORK PROCEEDS IN EITHER OF THE ABOVE SITUATIONS WITHOUT NOTIFYING LANDSCAPE ARCHITECT. PRIOR TO ANY EXCAVATION, LANDSCAPE CONTRACTOR SHALL CONTACT APPROPRIATE AUTHORITIES INCLUDING, BUT NOT LIMITED TO, TEXAS ONE CALL SYSTEM AT 1-800-245-4545 TO LOCATE EXISTING UNDERGROUND UTILITIES. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY DAMAGE TO ANY UTILITIES OR PROPERTY THAT MAY OCCUR IN THE EXECUTION OF HIS CONTRACT WORK. WHEN WORK REQUIRES CROSSING EXISTING WALKS OR CURBS WITH EQUIPMENT, LANDSCAPE CONTRACTOR SHALL PROVIDE APPROVED BRIDGE MATERIAL SUCH AS WOOD PLANKS AND EARTH TO PREVENT DAMAGE TO FINISHED WORK. LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS THAT MAY BE WORKING ON THE SITE SIMULTANEOUSLY AND SHALL COORDINATE STAGING OF HIS WORK WITH OWNER AND LANDSCAPE ARCHITECT. ALL TRASH AND DEBRIS GENERATED FROM CONTRACT OPERATIONS SHALL BE REMOVED ON A DAILY BASIS. ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY IN CONJUNCTION WITH HIS CONTRACT WORK. REFERENCES A.)AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) Z60.1 - NURSERY STOCK. B.)TEXAS STATE DEPARTMENT OF AGRICULTURE (TDA) - NURSERY FLORAL LICENSING PROGRAM. 1.1 SUBMITTALS FOR REVIEW A.) PRODUCT DATE: LIST OF CHEMICALS TO BE USED ON SITE. B.) SAMPLES: 1. 1 QUART SAMPLES OF EACH SOIL AMENDMENT WITH ANALYTICAL DATA FROM A RECOGNIZED TESTING LABORATORY SHOWING MANUFACTURER'S GUARANTEED ANALYSIS. 2. 1 CUBIC FOOT SAMPLES OF PREMIXED BACKFILL MIXES. C.) TEST RESULTS: 1. PROVIDE SOIL SAMPLE TEST RESULTS INDICATING PH, FERTILITY LEVELS, AND PERCENTAGES OF SAND, SILT, AND CLAY. 2. PROVIDE RECOMMENDATIONS FOR SOIL AMENDMENTS AND FERTILIZERS BASED ON SOIL ANALYSIS; FOR CONTRACT PURPOSES, USE MIXTURE SPECIFIED IN THIS SECTION. D.) NURSERY QUALIFICATIONS: COMPANY SPECIALIZING IN GROWING AND CULTIVATING PLANTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEAR DOCUMENTED EXPERIENCE, AND CERTIFIED BY THE STATE OF TEXAS. E.) INSTALLER QUALIFICATIONS: 1. COMPANY SPECIALIZING IN LANDSCAPE INSTALLATION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. 2. PROVIDE FULL-TIME SUPERINTENDENT ON-SITE DURING INSTALLATION. F.) PLANT MATERIALS: 1. PLANT MATERIALS ARE SUBJECT TO EXAMINATION BY LANDSCAPE ARCHITECT AT PLACE OF GROWTH OR UPON DELIVERY TO PROJECT. 1.2 DELIVERY, STORAGE AND HANDLING A.) DELIVER FERTILIZER IN WATERPROOF BAGS SHOWING WEIGHT, GUARANTEED CHEMICAL ANALYSIS, MANUFACTURER AND BRAND NAME, AND APPROVALS OF AUTHORITIES HAVING JURISDICTION. B.) DELIVER PLANT MATERIAL WITH IDENTIFICATION TAG SHOWING BOTANICAL NAME AND PLANT SIZE. C.) DELIVER PLANT MATERIAL IMMEDIATELY PRIOR TO INSTALLATION; PLANT MATERIALS ON SAME DAY AS DELIVERED. IF PLANTING CANNOT BE ACCOMPLISHED ON SAME DAY AS DELIVERY, PROVIDE ADDITIONAL PROTECTION TO MAINTAIN PLANTS IN HEALTHY AND VIGOROUS CONDITION. D.) KEEP PLANT MATERIAL MOIST AND PROTECT FROM DAMAGE AND DESICCATION OF LEAVES UNTIL PLANTING. E.) DO NOT HANDLE PLANT MATERIALS BY STEM OR TRUNK. F.) KEEP CONTAINERS INTACT UNTIL JUST PRIOR TO PLANTING. 1.3 SEQUENCING A.) INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO INSTALLATION OF LAWNS. 1.4 WARRANTY A.) FURNISH WRITTEN WARRANTY THAT PLANT MATERIALS WILL BE IN HEALTHY, VIGOROUS, GROWING CONDITION ONE (1) YEAR AFTER FINAL ACCEPTANCE. DAMAGE DUE TO ACTS OF GOD, VANDALISM, OR NEGLIGENCE BY OWNER IS EXCLUDED. B.) REPLACE DEAD, UNHEALTHY AND UNSIGHTLY PLANT MATERIALS WITHIN WARRANTY PERIOD, UPON NOTIFICATION BY OWNER OR LANDSCAPE ARCHITECT. C.) NOTIFY OWNER AND LANDSCAPE ARCHITECT 30 DAYS PRIOR TO EXPIRATION OF WARRANTY PERIOD AND ARRANGE FINAL ACCEPTANCE INSPECTION BY ALL PARTIES. 1.REMOVE DEAD, UNHEALTHY, AND UNSIGHTLY PLANT MATERIALS. 2.REMOVE GUYING AND STAKING MATERIALS. 3.WARRANT REPLACEMENT PLANTS UNDER SAME PROVISIONS AND FOR SAME TIME PERIOD AS ORIGINAL PLANTS. 1.5 MAINTENANCE 1.MAINTAIN PLANT LIFE IMMEDIATELY AFTER PLACEMENT AND FOR NINETY (90 DAYS) AFTER FINAL ACCEPTANCE... 2.REPLACE DEAD OR DYING PLANTS WITH PLANTS OF SAME SIZE AND SPECIES SPECIFIED. 3. REMOVE TRASH, DEBRIS, AND LITTER, WATER, PRUNE, FERTILIZE, WEED, AND MOW. SPOT APPLY HERBICIDES, AND FUNGICIDE ONLY AS REQUIRED. 4. REMOVE CLIPPINGS AND DEBRIS FROM SITE PROMPTLY. 5. COORDINATE WITH OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING ADEQUATE WATER FROM IRRIGATION SYSTEM. 6. RESET SETTLED PLANTS. 7. REAPPLY MULCH TO BARE AND THIN AREAS. 1.6 MATERIALS A.) PLANT MATERIALS: 1. CERTIFIED IN ACCORDANCE WITH TDA REQUIREMENTS. 2. SPECIES AND SIZE AS INDICATED IN PLANT SCHEDULE. LARGER SIZE MAY BE SUBSTITUTE WITHOUT ADDITIONAL COST TO OWNER, PROVIDED ROOT BALL OR SPREAD INCREASES PROPORTIONATELY. 3. WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF UNIFORM SIZE. 4. GROWN IN CLIMATIC CONDITIONS SIMILAR TO THOSE AT SITE. FREE FROM DISEASE, INSECT INFESTATIONS, DEFECTS INCLUDING WEAK OR BROKEN LIMBS, CROTCHES, AND DAMAGED TRUNKS, ROOTS OR LEAVES, SUN SCALD, FRESH BARK ABRASIONS, EXCESSIVE ABRASIONS, AND OBJECTIONABLE DISFIGUREMENTS. 5. EXHIBIT NORMAL GROWTH HABITS; VIGOROUS, HEALTHY, FULL, WELL-PROPORTIONED, AND SYMMETRICAL. 6. TREE TRUNKS TO BE STURDY AND EXHIBIT HARDENED SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND. 7. NOT PRUNED, TRIMMED, OR TOPPED. 8. CONTAINER-GROWN STOCK: GROWN IN CONTAINERS FROM SEEDING. B.) TOPSOIL: 1. USE SITE GENERATED SOIL FROM PLANTING PREPARATIONS, REASONABLY FREE FROM CLAY LUMPS, COARSE SANDS, STONES, ROOTS, FOREIGN MATTER. 2. IF SUFFICIENT ON-SITE MATERIALS DO NOT EXIST, PROVIDE SIMILAR OFF-SITE TOPSOIL FROM APPROVED LOCAL SOURCE. SUBMIT SAMPLE AND SOURCE FOR APPROVAL PRIOR TO DELIVERY OF ANY SOIL TO SITE. C.) MULCH: 1. SHREDDED, COMPOSTED HARDWOOD BARK OF VARYING LENGTH BY NEW EARTH LLC ph. 210-6615180 OR APPROVED SUBSTITUTE. PARTIALLY DECOMPOSED; FREE FROM STICKS, STONES, CLAY, AND GROWTH AND GERMINATION-INHIBITING INGREDIENTS. D.) SOIL AMENDMENTS: 1. SOIL SULFUR: AGRICULTURAL GRADE SULFUR CONTAINING MINIMUM 99 PERCENT SULFUR EXPRESSED A ELEMENTAL. 2. IRON SULFATE: 20 PERCENT IRON EXPRESSED AS METALLIC IRON DERIVED FROM FERRIC AND FERROUS SULFATE AND 10 PERCENT SULFUR EXPRESSED AS ELEMENTAL. WHEN REQUIRED BY SOIL TESTS. 3. GYPSUM: AGRICULTURAL GRADE, CONTAINING MINIMUM 98 PERCENT CALCIUM SULFATE, WHEN REQUIRED BY SOIL TEST. 4. HERBICIDE: PRE-EMERGENT TYPE; SURFLAN OR APPROVED SUBSTITUTE. 5.FERTILIZER FOR TREES AT PLANTING: PLANT HEALTH CARE GROUP "PHC TREE SAVER" APPLIED AS PER P.H.C.G. DIRECTIONS AND APPLICATION RATES. 6. FERTILIZER FOR LAWN: PLANT HEALTH CARE GROUP "PHC FOR TURF 15-1-6" APPLIED AT A RATE OF SEVEN (7) POUNDS PER 1,000 SQUARE FEET. 7.SOIL INOCULATES FOLLOWING TREE PLANTING: PLANT HEALTH CARE GROUP "PHC INJECTABLE INOCULANT FOR TREES". APPLIED AS PER PHCG MIXING DIRECTIONS AND APPLICATION RATES. 8. FERTILIZER FOR PLANTER BED MIX: PLANT HEALTH CARE GROUP "HEALTHY START 3-4-3" APPLIED AT A RATE OF 25 POUNDS CUBIC YARD OF PLANT BED MIX. H.) TURF: 1. ALL SEED USED SHALL BE HIGH QUALITY, EXTRA FANCY, TREATED LAWN TYPE SEED AT 98% PURITY AND 85% GERMINATION, AND SHALL BE FURNISHED IN SEALED STANDARD CONTAINERS WITH SIGNED COPIES OF A STATEMENT FROM THE VENDOR CERTIFYING THAT EACH CONTAINER OF SEED DELIVERED IS FULLY LABELED IN ACCORDANCE WITH THE TEXAS STATE AGRICULTURAL CODE AND IS EQUAL TO OR BETTER THAN THE REQUIREMENT OF THESE SPECIFICATIONS. LAWN SEED TO BE FREE OF WEEDS OR NOXIOUS GRASS SEEDS. 2. SEED WHICH HAS BECOME WET, MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTED. 3. GRASS SEED SCHEDULE: A. BERMUDA GRASS SEED: B. MARCH- OCTOBER SHALL BE SPECIFIED BERMUDA. C. OCTOBER- MARCH SHALL BE ANNUAL RYE GRASS. 4. "HYDRO-MULCH" AS MANUFACTURED BY CONWED, OR APPROVAL EQUAL. 5. THE HYDO-MULCH SHALL BE COMPOSED OF WOOD CELLULOSE FIBER AND CONTAIN NO GERMINATION OR GROWTH-INHIBITING FACTORS. 6. HYRO-SEEDING ADDITIVE (BINDER): ECOLOGY 'CONTROL-M BINDER' ORGANIC SEEDING ADDITIVE. 7. SOD: PROVIDE FULL, DARK GREEN, UNIFORM, STRONGLY ROOTED SOD IN 16" X 24" STRIPS FREE FROM WEEDS, UNDESIRABLE GRASSES, DISEASES AND PESTS. SOD SHALL BE CUT FROM THE FIELD NO LONGER THAN 48 HOURS BEFORE PLANTING. ROOTS OF SOD SHALL BE KEPT MOIST. 8.BRACING: TREE ANCHORS SHALL BE AS PER DETAILS. 9.TREE PAINT: MORRISION TREE SEAL, CABORT TREE PAINT, OR OTHER PRODUCT APPROVED BY LANDSCAPE ARCHITECT. 10. PLANTER BED EDGING SHALL BE 3/16"X 4" STEEL EDGING WITH MANUFACTURERS STANDARD GREEN FINISH. F.) MIXES: 1. PLANT BED MIX: PLANT BED MIX (BACKFILL MIX) SHALL BE NEW EARTH'S 4 WAY MIX AS PRODUCED BY NEW EARTH LLC PH. 210-661-5180. DOCUMENTATION OF PURCHASE OF THIS SPECIFIC MIX SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT. IF EQUAL IS PROPOSED, CONTRACTOR SHALL SUBMIT SAMPLE AND COMPLETE ANALYSIS WITH TEST RESULTS AND METHOD OF PRODUCTION FOR EVALUATION AS AN EQUAL SUBSTITUTE. PART 2 EXECUTION: 2.1 PREPARATION LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE AT APPROXIMATELY FINISH GRADE LESS ANY SETTLEMENT THAT MAY HAVE OCCURRED SINCE SITE CONSTRUCTION AND BACKFILLING. THIS GRADE SHALL BE RAKED TO REMOVE ALL DEBRIS INCLUDING STICKS, CLODS, AND STONES AND SHALL BE FINE GRADED TO ELIMINATE ALL HUMPS, RUTS, DEPRESSIONS AND ABRUPT CHANGES IN GRADE AND ANY AREA THAT COULD CAUSE WATER TO POND. A.) IF VEGETATION IS GROWING IN PLANTING/LAWN AREA, APPLY HERBICIDE AT RATES RECOMMENDED BY MANUFACTURER. ALLOW TO DIE, AND THEN GRUB OUT ROOTS TO MINIMUM 1/2 INCH DEPTH. B.) MARK LOCATION OF TREES AND OUTLINES OF PLANTS BEDS USING COLORED WOOD STAKES OR FLAGS PRIOR TO BEGINNING PLANTING; OBTAIN LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PROCEEDING. 2.2 PLANTING TREES AND SHRUBS A.)REMOVE CONTAINERS WITHOUT DAMAGE TO ROOTS. B.) REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS; REMOVE SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING. PREVENT DAMAGE TO ROOTS. C.) REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAP TREES AFTER PLACEMENT. D.) PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. PULL ANY WEEDS GROWING IN TREE BALL AND EXPOSE ROOT FLARE (THIS WILL BE THE TOP MOST IDENTIFIABLE ROOT), REMOVE ANY GIRDLING ROOTS AND SET PLANT SO THAT ROOT FLARE IS 1" ABOVE FINISH GRADE. ORIENT PLANTS FOR BEST APPEARANCE. BACKFILL THE BOTTOM 1/3 OF THE EXCAVATION WITH SOIL CUT FROM EXCAVATION OF PIT AND THOROUGHLY WATER THIS SOIL TO SETTLE IN. BACKFILL THE REMAINDER OF THE EXCAVATION WITH A 50/50 MIX OF NEW EARTH'S 4 WAY MIX AND NATIVE SOIL EXCAVATED FROM THE PIT. PLACE PLANT HEALTH CARE GROUP'S "TREE SAVER" IN BACKFILL AS PER P.H.C.G. DIRECTION AND APPLICATION RATES. LIGHTLY TAMP AND WATER SOIL TO REMOVE ALL AIR POCKETS. FOR PLANTS OUTSIDE OF PLANTING BEDS, CONSTRUCT 3 INCH HIGH WATER CONTAINMENT RING AROUND PLANT. SPREAD MULCH TO MINIMUM 4 INCH DEPTH OVER PLANT BASIN. E.)ADJUST PLANT HEIGHT IF SETTLEMENT OCCURS AFTER BACKFILL AND STAKE AS DETAILED. 1.TWO TO THREE WEEKS FOLLOWING PLANTING, INJECT PLANT HEALTH CARE INJECTABLE INOCULANT AROUND ROOT BALL FOLLOWING MANUFACTURER'S DIRECTIONS AND APPLICATION RATES. CONTACT LANDSCAPE ARCHITECT TO OBSERVE THIS OPERATION. F.)TRIM PLANTS TO REMOVE DEAD AND INJURED BRANCHES ONLY. TREAT CUTS OVER 3/4 INCH DIAMETER WITH TREE PAINT. G.)BRACE PLANTS OVER 65 GALLONS SIZE IMMEDIATELY AFTER PAINTING: 1. FOR TREES 2" CAL. AND GREATER PROVIDE STAKING AS DETAILED. POSITION TO PREVENT HAZARDS TO PEDESTRIANS. 2. DO NOT RESTRICT PLANT MOVEMENT UNDER LIGHT WIND LOADS OR DAMAGE BARK. 2.3 PLANTING MASS SHRUBS, GROUNDCOVERS, AND ANNUALS (SEE DETAILS) A.)EXCAVATE PLANT BED TO DEPTH AS DETAILED ON PLANS. B.)BACKFILL WITH SPECIFIED 4-WAY MIX AND TILL IN SPECIFIED PLANT HEALTH CARE'S, "HEALTHY START 3-4-3" AT A RATE OF 25 LBS. PER CUBIC YARD OF PLANT BED MIX. C.)INSTALL METAL EDGINGS TO SEPARATE ALL PLANTER BEDS FROM TURF AND AT LOCATIONS INDICATED ON PLANS. D.)PLACE PLANTS IN STRAIGHT, EVENLY SPACED ROWS AT SPACING INDICATED ON DRAWINGS, TO UNIFORMLY FILL BEDS. USE TRIANGULAR SPACING METHOD UNLESS OTHERWISE INDICATED. E.) WATER PLANTS THOROUGHLY IMMEDIATELY AFTER PLANTING. REPAIR SETTLED AREAS. F.) ADJUST FINAL GRADES TO 1/2 INCH BELOW ADJACENT PAVING CURBS. G.) SPREAD MULCH TO MINIMUM 4 INCH DEPTH OVER PLANTING BEDS AS DETAILED. 2.4 CLEANING AND ADJUSTING A.)REMOVE PLANT CONTAINERS, TRASH, RUBBISH, AND EXCESS SOILS FROM SITE DAILY AND AT COMPLETION OF TREE, SHRUBS AND GROUNDCOVER PLANTING. B.)REPAIR RUTS, HOLES AND SCARS IN GROWING SURFACE. 2.4 LAWN APPLICATION (AT COMPLETION OF TREE, SHRUB AND GROUNDCOVER PLANTINGS) A.) COORDINATION: 1. HYDROMULCH AND SOD AFTER TREE, SHRUB AND GROUNDCOVER INSTALLATION IS COMPLETE. 1.CONTRACTOR TO COORDINATE WITH IRRIGATION CONTRACTOR TO INSURE FUNCTIONAL IRRIGATION SYSTEM PRIOR TO ANY LAWN INSTALLATION. B.) PREPARATION: 1. PRE-PLANT WEED CONTROL: IF WEEDS EXIST WITHIN PROPOSED LANDSCAPE AREAS AT THE BEGINNING OF WORK, SPRAY WITH A NON SELECTIVE SYSTEMIC CONTACT HERBICIDE, AS RECOMMENDED AND APPLIED BY AN APPROVED LICENSED APPLICATOR. CLEAR AND REMOVE THESE EXISTING WEEDS UPON HERBICIDE'S COMPLETED ACTION BY GRUBBING OFF ALL PLANTS AT LEAST 1/2"-1" BELOW THE SURFACE OF THE SOIL. 2. CONTRACTOR TO SCARIFY GROUND SURFACE TO A MINIMUM 2" DEPTH FOR ALL GRASSES AND REMOVE ALL STICKS, TRASH, ROCKS AND OTHER DEBRIS AND DISPOSE OFF SITE. 3. IF EXISTING SOIL IN AN AREA IS FOUND TO BE CONTAMINATED OR OTHERWISE UNSUITABLE, CONTRACTOR SHALL PROVIDE COST PER CUBIC YARD TO REPLACE WITH SOIL SUITABLE FOR TURF. 4. CONTRACTOR TO RAKE ENTIRE AREA, LEVELING ANY IMPERFECTIONS IN THE GRADE. LANDSCAPE CONTRACTOR TO ENSURE THAT THERE WILL BE POSITIVE DRAINAGE AND NO PONDING ON SITE. FINISHED GRADE OF LAWN AREAS TO BE 1/2" BELOW TOP OF CURBS, SIDEWALKS AND OTHER PAVEMENTS. REMOVE ANY LARGE (GREATER THAN 1") DIRT CLODS, ROCKS, AND TRASH AND PREPARE A SMOOTH, LEVEL, LOOSE AND COARSE SURFACE. LANDSCAPE ARCHITECT TO APPROVE FINE GRADING PRIOR TO ANY LAWN INSTALLATION. LAWN BED SHALL BE MOIST (BUT NOT MUDDY) TO RECEIVE SEED AND SOD. C.) HYDROMULCH APPLICATION: 1. FOR ALL HYDROMULCH AREAS, INSTALL SOD STRIPS OF BERMUDA GRASS AT ALL BACKS OF CURBS WITHIN THE LIMITS OF CONSTRUCTION. 2. LAWN AREAS TO BE SEEDED IMMEDIATELY AFTER PREPARATION OF THE BED. APPLY A UNIFORM COAT OF HYDROMULCH AT THE RATES SPECIFIED BELOW: A. SEED (REF. SCHEDULE, 1.6 H-3): 1). BERMUDA (HULLED) -2 LBS./1,000 S.F. 2). ANNUAL RYE GRASS -8 LBS./1,000 S.F. B. WOOD CELLULOSE FIBER MULCH - 60 LBS../1,000 S.F. C. FERTILIZER: "PHC FOR TURF" AT A RATE OF SEVEN (7) POUNDS PER 1,000 SQUARE FEET. D. INCORPORATE A TACKIFIER WITH MULCH CAP. DELAY IRRIGATION 8 HOURS TO PERMIT TACKIFIER TO SET. 3. SEED AREAS WITHIN SEEDING LIMITS INDICATED ON THE PLAN AND AREAS DISTURBED BY CONSTRUCTION OPERATIONS. 4. PROTECT EXISTING UTILITIES (INCLUDING IRRIGATION SYSTEM), PLANTING, PAVING, FENCING, AND OTHER SITE AMENITIES FROM DAMAGE CAUSED BY HYDROMULCHING OPERATION. 5. IMMEDIATELY FOLLOWING APPLICATION OF HYDROMULCH, THE CONTRACTOR SHALL WASH EXCESS HYDROMULCHING MATERIAL FROM PREVIOUSLY PLANTED MATERIAL, ARCHITECTURAL FEATURES, ETC.. CARE SHALL BE EXERCISED TO AVOID WASHING OR ERODING MULCH MATERIALS FROM LAWN AREA. 6. UPON ESTABLISHMENT OF LAWN, APPLY A POST EMERGENT HERBICIDE FOR CONTROL OF NUT GRASS AND WEEDS. FERTILIZE AT 45 DAY INTERVALS WITH SPECIFIED PLANT HEALTH GROUP'S FERTILIZER AT A RATE OF SEVEN (7) POUNDS PER 1,000 SQUARE FEET DURING AT 45 DAY INTERVALS DURING THE 90 DAY MAINTENANCE PERIOD. 7. DURING THE MONTHS OF OCTOBER THROUGH MARCH CONTRACTOR SHALL HYDROSEED ALL LAWN AREAS WITH ANNUAL RYE GRASS. THE CONTRACTOR SHALL RETURN TO THE SITE BETWEEN APRIL 1ST AND MAY 15 TO RE-PREPARE SEED BED AND HYDROMULCH WITH SPECIFIED BERMUDA SEED IN ORDER TO ESTABLISH A PERMANENT TURF COVER IN ALL LAWN AREAS. D.) SOD INSTALLATION: 1. INCORPORATE SPECIFIED LAWN FERTILIZER AT SEVEN (7) POUNDS PER 1000 SQUARE FEET OF LAWN AREA FOR SOD. 2. PRE- EMERGE HERBICIDE APPLICATION: APPLY RECOMMENDED HERBICIDE TO LABEL INSTRUCTIONS IN TWO APPLICATIONS. THE FIRST APPLICATION WILL BE UP TO 10 DAYS PRIOR TO PLANTING. THE SECOND APPLICATION WILL BE 5 DAYS PRIOR TO PLANTING. USE CARE TO AVOID WIND DRIFT OR RUNOFF TO ADJACENT ORNAMENTAL TREE OR SHRUB PLANTINGS. 3. LAY SOD WITHIN 24 HOURS FROM TIME OF STRIPPING. 2.LAY SOD TO FORM SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. WORK SIFTED SOIL INTO MINOR CRACKS BETWEEN PIECES OF SOD; REMOVE EXCESS SOD TO AVOID SMOTHERING ADJACENT GRASS. 5. SOD PADS SHALL BE OF FULLEST SIZE POSSIBLE-NO SOD SLIVERS WILL BE PERMITTED. 6. FINISHED GRADE OF NEW SOD SHALL BE FLUSH WITH ADJACENT LAWN AND PAVEMENT. ENSURE POSITIVE DRAINAGE. 7. ROLL ENTIRE SODDED AREA WITH SOD ROLLER. WATER SOD THOROUGHLY. 8. CONTRACTOR SHALL OVERSEED SOD AREAS WITH ANNUAL RYE GRASS IF LAWN INSTALLATION OCCURS SEPTEMBER 15 THROUGH APRIL 15 AT 8 LBS.. 1,000 S.F. 9. SHOULD LAWN AREAS BE SEEDED WITH ANNUAL RYE GRASS THE CONTRACTOR SHALL RETURN TO THE SITE BETWEEN APRIL 15 AND MAY 15 TO RE-PREPARE SEED BED AND SEED WITH BERMUDA. 2.5 ACCEPTANCE A.)PRIOR TO SCHEDULING A SUBSTANTIAL COMPLETION INSPECTION LANDSCAPE CONTRACTOR SHALL THOROUGHLY CLEAN SITE OF ALL DEBRIS AND TRASH AND REPAIR ANY DAMAGE TO FINISH GRADE. WHEN LANDSCAPE WORK IS COMPLETE A SUBSTANTIAL COMPLETION INSPECTION WILL BE HELD. FOLLOWING COMPLETION OF ANY PUNCH LIST ITEMS GENERATED FROM THE SUBSTANTIAL COMPLETION INSPECTION A FINAL INSPECTION WILL BE HELD AND IF FOUND ACCEPTABLE A CERTIFICATE OF FINAL ACCEPTANCE WILL BE ISSUED. B.)LANDSCAPE CONTRACTOR SHALL CONTINUE MAINTENANCE UNTIL FINAL ACCEPTANCE AT WHICH TIME THE SPECIFIED MAINTENANCE PERIOD WILL BEGIN. END OF SPECIFICATIONS REV11/27/07 201 GROVETON | SATX 78210 210.314.5582 | MPSTUD.IO SHEET INFORMATION PROJECT SEAL PROJECT NO. DATE ISSUED SHEET NAME SHEET NUMBER 19022 JUNE 5, 2019 O F T E X ASS T A TE REGISTER E D L A NDSCAPEA R C H I T E CTM PA I L 5 3 3 K AR V.D L A 2 ISSUE SETS REVISIONS PROJECT ADDRESS OWNER | CLIENT OWNER'S REPRESENTATIVE WOODLAND OAKS N.E.C. OF SCHERTZ PKWY AND WOODLAND OAKS DR. DWAYNE HART 147 SUNSET ROAD, SUITE 200 SCHERTZ, TX 78209 CALEB E. GOINS, RA 830.627.3290 caleb.g@openstudio-usa.com SUBCONSULTANT DESCRIPTIONDATENO. 1 06.05.19 PERMIT SET 11-15-2019 DESCRIPTIONDATENO. 1 08.06.19 CITY COMMENTS 2 09.18.19 CITY COMMENTS 3 10.07.19 CITY COMMENTS 4 11.15.19 BACKGROUND UPDATE 5 12.04.19 CITY COMMENTS LANDSCAPE NOTES LP 2.2 FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0" 2X W O O D F A S C I A , PA I N T E D ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G , R E : S T R U C T . STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C. WIN D O W A S S C H E D . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F . S T R U C T . STANDING SEAM METAL ROOF ON 30# BLDG. FELT OVER 5/8" TREATED PLYWOOD ON ROOF FRAMING; REFF. STRUCT. ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 2X W O O D F A S C I A , PAINTED 4" S T U C C O B A N D , TY P . P A I N T E D 4" S T U C C O B A N D , TY P . P A I N T E D AL U M N . F R A M E A N D G L A S S ST O R E F R O N T S Y S T E M ; RE F . W I N D O W & D O O R S C H E D . AL U M N . F R A M E A N D G L A S S ST O R E F R O N T S Y S T E M ; RE F . W I N D O W & D O O R S C H E D . 5' - 6"3' - 9" 5' - 6"2' - 3 " 9' - 0" 13 ' - 6 " 9' - 0" 13 ' - 6 " 5' - 6"2' - 3 " 5' - 6" 3' - 9 " 10 ' - 6 " 10 ' - 1 0 " 20 ' - 0 " 10 ' - 1 0 " 20 ' - 0 " 10 ' - 1 0 " 10' - 6" 93 ' - 6 " ST A N D I N G S E A M M E T A L RO O F I N G O N A W N I N G , RE : S T R U C T . ST A N D I N G S E A M M E T A L RO O F I N G O N A W N I N G , RE : S T R U C T . FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0" 3 3 2X W O O D F A S C I A , PA I N T E D 3/4" STUCCO VENEER w/METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G , R E : S T R U C T . STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C.STANDING SEAM METAL ROOF ON 30# BLDG. FELT OVER 5/8" TREATED PLYWOOD ON ROOF FRAMING; REFF. STRUCT. 2X W O O D F A S C I A , PA I N T E D 4" S T U C C O B A N D , TY P . P A I N T E D 4" S T U C C O B A N D , TY P . P A I N T E D 4" S T U C C O B A N D , TY P . P A I N T E D WIN D O W A S SC H E D . 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G H.M . D O O R & FR A M E , P A I N T E D H.M. DOOR &FRAME, PAINTED 2X W O O D F A S C I A , PA I N T E D 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 22 ' - 9 3 / 4 " 45 ' - 3 " 22' - 9 3/4" 90 ' - 1 0 1 / 2 " FIR S T F L O O R P L A N 0" T. O . P L A T E 10 ' - 0 " ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F F . S T R U C T . ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D WIN D O W A S SC H E D . 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G 2X W O O D F A S C I A , PA I N T E D WIN D O W A S SC H E D . 2X W O O D F A S C I A , PA I N T E D 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 3' - 9 " 5' - 6" 10 ' - 6 " 18 ' - 9 " 15 ' - 2 " 44 ' - 5 " FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0"STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C.STANDING SEAM METAL ROOF ON 30# BLDG. FELT OVER 5/8" TREATED PLYWOOD ON ROOF FRAMING; REFF. STRUCT. ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D WINDOW AS SCHED. 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G 2X W O O D F A S C I A , PA I N T E D WIN D O W A S SC H E D . WINDOW AS SCHED. 3' - 9 " 5' - 6" 5' - 6" 3' - 9 " 5' - 6"3' - 9"5' - 6"3' - 9" 33 ' - 1 1 " 10' - 6"44' - 5"FOR INTERIM REVIEW NOT FOR CONSTRUCTION, BIDDING, REGULARTORY APPROVAL OR PERMITTING PURPOSES Architect:Greg T. Shue Seal No.: 17837 Date Issued:Open studio architecture drawn by:date:project #:drawing number:drawing title:Open studio architecture, PLLC © 2019 All Rights Reserved THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS, AND DESIGNS, INCLUDING THE OVERALL FORM, ARRANGEMENT, AND COMPOSITION OF THE SPACES, AND ELEMENTS APPEARING HEREIN, CONSTITUTES THE COPYRIGHT WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED.checked by:1285 Industrial St., Ste.106 New Braunfels, Texas 78130 Tel: 830.627.3290 www.openstudio-usa.com A201645 WOODLAND OAKS DR.SCHERTZ, TX 18.140 OSA08.01.19 EXTERIOR ELEVATIONSWOODLAND OAKS OFFICE SHELL BUILDING A OSA08.01.19 SC A L E : 3 / 1 6 " = 1 ' - 0 " EA S T E L E V A T I O N 1 SC A L E : 3 / 1 6 " = 1 ' - 0 " WE S T E L E V A T I O N 2 SC A L E : 3 / 1 6 " = 1 ' - 0 " NO R T H E L E V A T I O N 3 SC A L E : 3 / 1 6 " = 1 ' - 0 " SO U T H E L E V A T I O N 4 MATERIAL FINISH SCHEDULE NO . M A T E R I A L M A N U F A C T U R E R D E S C R I P T IO N M O D E L C O L O R N O T E S C A T E G O R Y 08 _ E X T E R I O R F I N I S H E S PE - 1 P A I N T S H E R W I N W I L L I A M S S W 7 5 4 2 N A T U R E L S T U C C O P A I N T 0 8 _ E X T E R I O R FINISHES RP - 1 R O O F P A N E L B E R R I D G E S T A N D I N G S E A M M E T A L RO O F COPPER BROWNMETAL ROOF08_EXTERIOR FINISHES S- 1 S T O N E V E N E E R K O N I M A T E R I A L S T O N E V E N E E R WA I N S C O T SISTERDALE CREAMPROVIDE MOCKUP FOR ARCHITECT & CLIENT REVIEW & APPROVAL; REF. EXTERIOR ELEVATIONS08_EXTERIOR FINISHESRevisionsNumberDescriptionDate FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0" 1 1 WIN D O W A S S C H E D . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F . S T R U C T . ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E BA R R I E R O V E R 1 / 2 " E X T E R I O R SH E A T H I N G O N 2 x 6 W O O D ST U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D AL U M N . F R A M E A N D G L A S S ST O R E F R O N T S Y S T E M ; RE F . W I N D O W & D O O R S C H E D . 4" S T U C C O B A N D , TY P . P A I N T E D 4" STUCCO BAND, TYP. PAINTED4" STUCCO BAND, TYP. PAINTED3/4" STUCCO VENEER w/METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C.STANDING SEAM METAL ROOF ON 30# BLDG. FELT OVER 5/8" TREATED PLYWOOD ON ROOF FRAMING; REFF. STRUCT.2X WOOD FASCIA, PAINTED 2X W O O D F A S C I A , PA I N T E D 22 ' - 6 " 24 ' - 1 3 / 4 " 22' - 6" 69 ' - 1 1 / 2 " 5' - 6" 3' - 9 " 3' - 9 " 5' - 6" 14 ' - 0 " 9' - 0" 3' - 9"5' - 6"3' - 9"5' - 6" ST A N D I N G S E A M M E T A L RO O F I N G O N A W N I N G , RE : S T R U C T . FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0" 3 ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G , R E : S T R U C T . WIN D O W A S SC H E D . STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C. 4" S T U C C O B A N D , TY P . P A I N T E D 3/4" STUCCO VENEER w/METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING H.M . D O O R & FR A M E , P A I N T E D H.M. DOOR &FRAME, PAINTED2X WOOD FASCIA, PAINTED 3 17 ' - 3 3 / 4 " 34 ' - 6 " 17' - 3 3/4" 5' - 6" 3' - 9 " 3' - 9 " 5' - 6" 3' - 9"5' - 6"3' - 9"5' - 6" ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 69 ' - 1 1 / 2 " FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0"STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C.STANDING SEAM METAL ROOF ON 30# BLDG. FELT OVER 5/8" TREATED PLYWOOD ON ROOF FRAMING; REF. STRUCT. ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D WIN D O W A S SC H E D . 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G 2X W O O D F A S C I A , PA I N T E D WIN D O W A S SC H E D . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F . S T R U C T . 2X W O O D F A S C I A , PA I N T E D 5' - 6" 3' - 9 " 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 3' - 9"5' - 6" 41 ' - 9 1 / 4 " FIR S T F L O O R P L A N 0" T. O . P L A T E 10 ' - 0 " ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F F . S T R U C T . ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D WIN D O W A S SC H E D . 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G 2X W O O D F A S C I A , PA I N T E D WIN D O W A S SC H E D . WIN D O W A S SC H E D . 41 ' - 9 1 / 4 " 5' - 6" 3' - 9 " 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 5' - 6" 3' - 9 " FOR INTERIM REVIEW NOT FOR CONSTRUCTION, BIDDING, REGULARTORY APPROVAL OR PERMITTING PURPOSES Architect:Greg T. Shue Seal No.: 17837 Date Issued:Open studio architecture drawn by:date:project #:drawing number:drawing title:Open studio architecture, PLLC © 2019 All Rights Reserved THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS, AND DESIGNS, INCLUDING THE OVERALL FORM, ARRANGEMENT, AND COMPOSITION OF THE SPACES, AND ELEMENTS APPEARING HEREIN, CONSTITUTES THE COPYRIGHT WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED.checked by:1285 Industrial St., Ste.106 New Braunfels, Texas 78130 Tel: 830.627.3290 www.openstudio-usa.com A201645 WOODLAND OAKS DR.SCHERTZ, TX 18.140 OSA08.01.19 EXTERIOR ELEVATIONSWOODLAND OAKS OFFICE SHELL BUILDING B OSA08.01.19 SC A L E : 3 / 1 6 " = 1 ' - 0 " EA S T E L E V A T I O N 1 SC A L E : 3 / 1 6 " = 1 ' - 0 " WE S T E L E V A T I O N 2 SC A L E : 3 / 1 6 " = 1 ' - 0 " NO R T H E L E V A T I O N 3 SC A L E : 3 / 1 6 " = 1 ' - 0 " SO U T H E L E V A T I O N 4 MA T E R I A L F I N I S H S C H E D U L E NO . M A T E R I A L M A N U F A C T U R E R D E S C R I P T I O N M O D E L C O L O R N O T E S C A T E G O R Y 08 _ E X T E R I O R F I N I S H E S PE - 1 P A I N T S H E R W I N W I L L I A M S S W 7 5 4 2 N A T U R E L S T U C C O P A I N T 0 8 _ E X T E R I O R FINISHES RP - 1 R O O F P A N E L B E R R I D G E S T A N D I N G S E A M M E T A L RO O F COPPER BROWNMETAL ROOF08_EXTERIOR FINISHES S- 1 S T O N E V E N E E R K O N I M A T E R I A L S S T O N E V E N E E R WA I N S C O T SI S T E R D A L E C R E A M P R O V I D E M O C K U P F O R A R C H I T E C T & C L I E N T REVIEW & APPROVAL; REF. EXTERIOR ELEVATIONS08_EXTERIOR FINISHESRevisionsNumberDescriptionDate FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0" ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G , R E : S T R U C T . WIN D O W A S SCHED. ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G H.M. DOOR &FRAME, PAINTED H.M . D O O R & FR A M E , P A I N T E D 2X W O O D F A S C I A , PA I N T E D 3 3 3' - 9 " 5' - 6" 3' - 9"5' - 6" 32 ' - 3 " 31' - 1" 63 ' - 3 3 / 4 " 3' - 9"5' - 6"STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C. 3' - 9 " 4' - 2" FIR S T F L O O R P L A N 0" T.O . P L A T E 10 ' - 0 " ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F F . S T R U C T . ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D WIN D O W A S SC H E D . 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G 2X W O O D F A S C I A , PA I N T E D WIN D O W A S SC H E D . WIN D O W A S SC H E D . 5' - 6" 3' - 9 " 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 3' - 9 " 5' - 6" 43 ' - 0 1 / 4 " FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0"WINDOW AS SCHED.STANDING SEAM METAL ROOF ON 30# BLDG. FELT OVER 5/8" TREATED PLYWOOD ON ROOF FRAMING; REF. STRUCT.STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C.4" STUCCO BAND, TYP. PAINTED AL U M N . F R A M E A N D G L A S S ST O R E F R O N T S Y S T E M ; RE F . W I N D O W & D O O R S C H E D . 4" STUCCO BAND, TYP. PAINTED 4" S T U C C O B A N D , TY P . P A I N T E D 3/4 " S T U C C O V E N E E R w / ME T A L L A T H O N W E A T H E R RE S I S T I V E B A R R I E R O V E R 1/2 " E X T E R I O R S H E A T H I N G ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F F . S T R U C T . 2X W O O D F A S C I A , PA I N T E D 12X WOOD FASCIA, PAINTED 2X W O O D F A S C I A , PA I N T E D 1 5' - 6" 3' - 9 " 9' - 0" 9' - 6 " 9' - 0" 9' - 6 " 5' - 6"3' - 9"5' - 6"3' - 9" 43 ' - 7 " 19' - 8 3/4" 63 ' - 3 3 / 4 " ST A N D I N G S E A M M E T A L RO O F I N G O N A W N I N G , RE : S T R U C T . ST A N D I N G S E A M M E T A L RO O F I N G O N A W N I N G , RE : S T R U C T . FIRST FLOOR PLAN 0"T.O. PLATE 10' - 0"STONE VENEER w/ METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C.STANDING SEAM METAL ROOF ON 30# BLDG. FELT OVER 5/8" TREATED PLYWOOD ON ROOF FRAMING; REF. STRUCT. ST O N E V E N E E R w / M E T A L L A T H ON W E A T H E R R E S I S T I V E B A R R I E R OV E R 1 / 2 " E X T E R I O R S H E A T H I N G ON 2 x 6 W O O D S T U D S @ 1 6 " O . C . 4" S T U C C O B A N D , TY P . P A I N T E D WINDOW AS SCHED.3/4" STUCCO VENEER w/METAL LATH ON WEATHER RESISTIVE BARRIER OVER 1/2" EXTERIOR SHEATHING 2X W O O D F A S C I A , PA I N T E D WIN D O W A S SC H E D . ST A N D I N G S E A M M E T A L RO O F O N 3 0 # B L D G . F E L T OV E R 5 / 8 " T R E A T E D P L Y W O O D ON R O O F F R A M I N G ; R E F . S T R U C T . 2X W O O D F A S C I A , PA I N T E D 5' - 6" 3' - 9 " 3' - 9 " 5' - 6" 3' - 9"5' - 6" 50 ' - 0 " 3' - 9"5' - 6"FOR INTERIM REVIEW NOT FOR CONSTRUCTION, BIDDING, REGULARTORY APPROVAL OR PERMITTING PURPOSES Architect:Greg T. Shue Seal No.: 17837 Date Issued:Open studio architecture drawn by:date:project #:drawing number:drawing title:Open studio architecture, PLLC © 2019 All Rights Reserved THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS, AND DESIGNS, INCLUDING THE OVERALL FORM, ARRANGEMENT, AND COMPOSITION OF THE SPACES, AND ELEMENTS APPEARING HEREIN, CONSTITUTES THE COPYRIGHT WORK OF THE ARCHITECT. ANY REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED.checked by:1285 Industrial St., Ste.106 New Braunfels, Texas 78130 Tel: 830.627.3290 www.openstudio-usa.com A201645 WOODLAND OAKS DR.SCHERTZ, TX 18.140 OSA08.01.19 EXTERIOR ELEVATIONSWOODLAND OAKS OFFICE SHELL BUILDING C OSA08.01.19 SC A L E : 3 / 1 6 " = 1 ' - 0 " EA S T E L E V A T I O N 2 SC A L E : 3 / 1 6 " = 1 ' - 0 " NO R T H E L E V A T I O N 4 SC A L E : 3 / 1 6 " = 1 ' - 0 " WE S T E L E V A T I O N 1 SC A L E : 3 / 1 6 " = 1 ' - 0 " SO U T H E L E V A T I O N 3 MA T E R I A L F I N I S H S C H E D U L E NO . M A T E R I A L M A N U F A C T U R E R D E S C R I P T IO N M O D E L C O L O R N O T E S C A T E G O R Y 08 _ E X T E R I O R F I N I S H E S PE - 1 P A I N T S H E R W I N W I L L I A M S S W 7 5 4 2 N A T U R E L S T U C C O P A I N T 0 8 _ E X T E R I O R FINISHES RP - 1 R O O F P A N E L B E R R I D G E S T A N D I N G S E A M M E T A L RO O F COPPER BROWNMETAL ROOF08_EXTERIOR FINISHES S- 1 S T O N E V E N E E R K O N I M A T E R I A L S S T O N E V E N E E R WA I N S C O T SISTERDALE CREAMPROVIDE MOCKUP FOR ARCHITECT & CLIENT REVIEW & APPROVAL; REF. EXTERIOR ELEVATIONS08_EXTERIOR FINISHESRevisionsNumberDescriptionDate