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Item 6C - Plans59.0' OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE G G ST ST T W METAL OVERHANG OVER GRAVEL 10' X 12' WOOD SHED METAL FENCE METAL FENCE METAL FENCE BRICK CHURCH BUILDING WOOD FENCE SCHOOL ZONE SIGNAL GRAVEL GRAVEL X-TIE WALL EXISTING 1 STORY BRICK HOUSE CONCRETE PATIOMETAL FENCE S. CARROLL AVENUE ASPHALT PAVING ASPHALTPAVING CONCRETEPAVING 11.2'525526527527527527526525522 523 524521520 521522523524526 527526 525523 522 523522523524525526 52 5 526527 527 527 525526527527 527 527 526525 524525526524525526523522 523521 522COVERED CONCRETE PATIO SIDEWALK SIDEWALK 44.1'62.9' WOOD FENCE WOOD RAILING64.6'145.4'20.3'9.2'8.1' 1307 1301 1302 1304 13031305 1316 1317 1315 1314 1313 1312 1306 1308 13091310 1311 LOT 2, O.W. KNIGHT NO. 899 ADDITION CAB. A, SLIDE 1459 P.R.T.C.T. LOT 21, O.W. KNIGHT NO. 899 ADDITION CAB. A, SLIDE 9459 P.R.T.C.T. ALEXANDER HENNUM AND BONNIE HENNUM CALLED 1.046 ACRES DOC. NO. D224064831 O.P.R.T.C.T. LOT 7, BLOCK 5 LOT 6, BLOCK 5 VERSAILLES CAB. A, PG. 2989 P.R.T.C.T. 1/2" IRF (PASS AT 256.09') P.O.B. PKS CIRS PKS 1/2" IRF (LEANING) XF MAG NAIL FND. 5' U.E. CAB. A, SLIDE 1459 P.R.T.C.T.30' B.L.CAB. A, SLIDE 1459P.R.T.C.T.30' R.O.W. DEDICATIONCAB. A, SLIDE 1459P.R.T.C.T.(APPEARS ABANDONED)FIRST BAPTIST CHURCH OF SOUTHLAKE CALLED 0.339 ACRES VOL. 12409, PG. 830 O.P.R.T.C.T.LOT 21,O.W. KNIGHT NO. 899 ADDITIONCAB. A, SLIDE 9459P.R.T.C.T.R.O.W. DEDICATIONCAB. A, SLIDE 9459P.R.T.C.T.S. CARROLL AVENUEVARIABLE W IDTH R .O .W.DEDICTAT ION CAB . A , SL IDE 2989P.R .T .C .T .40' B.L.CAB. A, SLIDE 9459P.R.T.C.T.5' U.E. CAB. A, SLIDE 9459 P.R.T.C.T. 5' U.E. CAB. A, SLIDE 9459 P.R.T.C.T.5' U.E.CAB. A, SLIDE 9459P.R.T.C.T.APPROXIMATESURVEY LINE10' P.L.E. & U.E.CAB. A, SLIDE 2989P.R.T.C.T.35.0' 44.0' 44.0' S 89°17'36" W 310.01'N 00°47'52" W164.54'N 89°19'59" E 264.00'S 00°47'52" E61.98'∆=10°08'49" R=635.00' L=112.46' CB=S24°58'59"E C=112.31' PROPOSED LOT 1, BLOCK A 0.995 ACRES 43,324 SQ. FT. R.O.W. DEDICATION 0.052 ACRES 2,259 SQ. FT. 35.0' 79.0' 10.68' 27.77' 236.23' ∆=15°43'21" R=644.00' L=176.72' CB=S21°47'13"E C=176.16'35' B .L .(PER PROPOSED ZONE SF-30)40' B.L.(PER PROPOSED ZONE SF-30)20' B.L. (PER PROPOSED ZONE SF-30) 20' B.L. (PER PROPOSED ZONE SF-30) PROPOSED HOUSE PROPOSED DRIVEWAY21.4'21.0'299.33' 120.9' CONCEPT PLAN 1.046 ACRES 920 S. CARROLL AVENUE O.W. KNIGHT SURVEY, ABSTRACT NO. 899, J.W. HALE SURVEY, ABSTRACT NO. 803 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS DWG NAME: Z:\SHARED DRIVES\OFFICE\PROJECT FOLDER\2024\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092\DWG\CONCEPT\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092 - CONCEPT.DWG PLOTTED BYMICHAEL BLACK 6/25/2024 2:10 PM LAST SAVED6/18/2024 2:51 PMScale Drawn by MLB1" = 20' Checked by Date Project No.Sheet No. TLS 04/15/2024 2024-035 1 OF 1 GRAPHIC SCALE IN FEET 020'10'20'40' 1" = 20''@ 24X36 FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 DESCRIPTION BEING a tract of land situated in the O.W. Knight Survey, Abstract No. 899 and the J.W. Hale Survey, Abstract No. 803, in the City of Southlake, Tarrant County, Texas and being all of the first tract described, and the second tract, a called 0.050 acre tract, both described in a Warranty Deed to Gert J. Seidel, as recorded in Document No. D205247660 of the Official Public Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at a PK nail with washer, set in the asphalt pavement of S. Carroll Avenue, a variable width right-of-way, for the northeast corner of a called 0.339 acre tract described in a Special Warranty Deed to First Baptist Church of Southlake and the southeast corner of said second tract, same being the southwest right-of-way line of said S. Carroll Avenue, according to the plat of Versailles, as recorded in Cabinet A, Slide 2989 of the Plat Records of said county; THENCE South 89°17'36" West, leaving said southwest right-of-way line and along the south line of said second tract and the north line of said 0.339 acre tract, passing at a distance of 46.01 feet, the southwest corner of said second tract and the northwest corner of said 0.339 acre tract, same being the northeast corner of Lot 2, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 1459 of the Plat Records of said county and the southeast corner of said first tract, and passing at a distance of 256.09 feet, a 1/2 inch iron rod found, and continuing for a total distance of 310.01 feet to a mag nail found for the southeast corner of Lot 21, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 9459 of said Plat Records, and the southwest corner of said first tract; THENCE North 00°47'52" West, leaving the north line of said Lot 2 and along the most southerly east line of said Lot 21 and the west line of said first tract, a distance of 164.54 feet to a 1/2 inch iron rod found for an inner “L” corner of said Lot 21 and the northwest corner of said first tract; THENCE North 89°19'59" East, along the most easterly south line of said Lot 21 and the north line of said first tract, passing at a distance of 240.27 feet, the southwest corner of a right-of-way dedication, according to said plat recorded in Cabinet A, Slide 9459, and continuing for a total distance of 264.00 feet to a PK nail with washer, set in the asphalt pavement of the aforementioned S. Carroll Avenue, for the southeast corner of said Cabinet A, Slide 9459 and the northeast corner of said first tract, same being the west right-of-way line of said S. Carroll Avenue according to the aforementioned plat recorded in Cabinet A, Slide 2989; THENCE South 00°47'52" East, along said right-of-way line and the east line of said first tract ,a distance of 61.98 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set at the beginning of a non-tangent curve to the left, having a central angle of 10°08'49", a radius of 635.00 feet, and a chord bearing and distance of South 24°58'59" East, 112.31 feet, same being the north corner of the aforementioned second tract; THENCE, along the easterly line of said second tract, the westerly right-of-way line of said S. Carroll Avenue, and along said curve, an arc distance of 112.46 feet to the POINT OF BEGINNING and containing 45,583 square Feet or 1.046 acres of land, more or less. BOUNDARY LINE EASEMENT LINE BUILDING LINE WOOD FENCE CONCRETE PAVEMENT WALL BUILDING / HOUSE COVERED AREA / OVERHANG ELECTRIC METER A/C UNITMAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER E S W CIRS IRF XF 1/2" IRON ROD W/ "TRINITY 6854"CAP SET IRON ROD FOUND "X" CUT IN CONCRETE FOUND B.L.BUILDING SETBACK LINE U.E.UTILITY EASEMENTGGAS METER P.R.D.C.T.PLAT RECORDS, DENTON COUNTY, TEXAS MONUMENT SET MONUMENT FOUND UTILITY POLE MB WATER VALVE CIRF IRON ROD W/ A CAP FOUND METAL FENCE OVERHEAD UTILITY LINEOHE GRAVEL ST SEPTIC LID P.L.E.PRIVATE LANDSCAPE EASEMENT SIGN LEGEND Surveyor's Notes: Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS network (GEOID18). Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. No investigation has been made by this firm into current zoning requirements There are no visible conflicts or protrusions, except as shown. fences may be meandering. A portion of the surveyed property is within the constructed roadway of S. Carroll Avenue, as shown hereon. FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0095K for Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. PRELIMINARY TREE TABLE TAG SIZE COMMON/SCIENTIFIC NAME CATEGORY CONDITION GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD ZONING: CURRENT ZONING: ZONE AG: Agricultural District PROPOSED ZONING: ZONE SF-30: Single Family Residential District Minimum Building Setbacks: Front Yard: 35' Side Yard: 20' Rear Yard: 40' LOT 2, O.W. KNIGHT NO. 899 ADDITION CAB. A, SLIDE 1459 P.R.T.C.T. LOT 21, O.W. KNIGHT NO. 899 ADDITION CAB. A, SLIDE 9459 P.R.T.C.T. OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE G G ST ST T W GERT J. SEIDEL DOC. NO. D205247660 O.P.R.T.C.T. LOT 7, BLOCK 5 LOT 6, BLOCK 5 VERSAILLES CAB. A, PG. 2989 P.R.T.C.T. METAL OVERHANG OVER GRAVEL 10' X 12' WOOD SHED METAL FENCE METAL FENCE METAL FENCE BRICK CHURCH BUILDING WOOD FENCE SCHOOL ZONE SIGNAL GRAVEL GRAVEL X-TIE WALL 1 STORY BRICK HOUSE CONCRETE PATIOMETAL FENCE 1/2" IRF (PASS AT 256.09') P.O.B. PKS CIRS PKS 1/2" IRF (LEANING) XF MAG NAIL FND. 5' U.E. CAB. A, SLIDE 1459 P.R.T.C.T.30' B.L.CAB. A, SLIDE 1459P.R.T.C.T.30' R.O.W. DEDICATIONCAB. A, SLIDE 1459P.R.T.C.T.(APPEARS ABANDONED)FIRST BAPTIST CHURCH OF SOUTHLAKE CALLED 0.339 ACRES VOL. 12409, PG. 830 O.P.R.T.C.T.LOT 21,O.W. KNIGHT NO. 899 ADDITIONCAB. A, SLIDE 9459P.R.T.C.T.R.O.W. DEDICATIONCAB. A, SLIDE 9459P.R.T.C.T.S. CARROLL AVENUEVARIABLE W IDTH R .O .W .DEDICTAT ION CAB . A , SL IDE 2989P.R .T .C .T . GERT J. SEIDEL CALLED 0.05 ACRES DOC. NO. D205247660 O.P.R.T.C.T. ASPHALT PAVING ASPHALTPAVING CONCRETEPAVING40' B.L.CAB. A, SLIDE 9459P.R.T.C.T.5' U.E. CAB. A, SLIDE 9459 P.R.T.C.T. 5' U.E. CAB. A, SLIDE 9459 P.R.T.C.T.5' U.E.CAB. A, SLIDE 9459P.R.T.C.T.11.2'1.046 ACRES 45,583 SQ. FT. S 89°17'36" W 310.01'N 00°47'52" W 164.54'N 89°19'59" E 264.00'S 00°47'52" E 61.98'Δ=10°08'49" R=635.00' L=112.46' CB=S 24°58'59" E C=112.31'APPROXIMATESURVEY LINE10' P.L.E. & U.E.CAB. A, SLIDE 2989P.R.T.C.T.525526527527527527526525522 523 524521520 521522523524526 527526 525523 522 523522523524525526 52 5 526527 527 527 525526527527 527 527 526525 524525526524525526523522 523521 522COVERED CONCRETE PATIO SIDEWALK SIDEWALK 44.1'62.9' WOOD FENCE WOOD RAILING64.6'145.4'20.3'9.2'8.1' 1307 1301 1302 1304 13031305 1316 1317 1315 1314 1313 1312 1306 1308 13091310 1311 LAND TITLE SURVEY & TREE SURVEY 1.046 ACRES 920 S. CARROLL AVENUE O.W. KNIGHT SURVEY, ABSTRACT NO. 899, J.W. HALE SURVEY, ABSTRACT NO. 803 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS DWG NAME: Z:\SHARED DRIVES\OFFICE\PROJECT FOLDER\2024\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092\DWG\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092.DWG PLOTTED BYMICHAEL BLACK 4/15/2024 2:06 PM LAST SAVED4/15/2024 2:05 PMScale Drawn by MLB1" = 20' Checked by Date Project No.Sheet No. TLS 04/15/2024 2024-035 1 OF 1 GRAPHIC SCALE IN FEET 020'10'20'40' 1" = 20''@ 24X36 FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 DESCRIPTION BEING a tract of land situated in the O.W. Knight Survey, Abstract No. 899 and the J.W. Hale Survey, Abstract No. 803, in the City of Southlake, Tarrant County, Texas and being all of the first tract described, and the second tract, a called 0.050 acre tract, both described in a Warranty Deed to Gert J. Seidel, as recorded in Document No. D205247660 of the Official Public Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at a PK nail with washer, set in the asphalt pavement of S. Carroll Avenue, a variable width right-of-way, for the northeast corner of a called 0.339 acre tract described in a Special Warranty Deed to First Baptist Church of Southlake and the southeast corner of said second tract, same being the southwest right-of-way line of said S. Carroll Avenue, according to the plat of Versailles, as recorded in Cabinet A, Slide 2989 of the Plat Records of said county; THENCE South 89°17'36" West, leaving said southwest right-of-way line and along the south line of said second tract and the north line of said 0.339 acre tract, passing at a distance of 46.01 feet, the southwest corner of said second tract and the northwest corner of said 0.339 acre tract, same being the northeast corner of Lot 2, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 1459 of the Plat Records of said county and the southeast corner of said first tract, and passing at a distance of 256.09 feet, a 1/2 inch iron rod found, and continuing for a total distance of 310.01 feet to a mag nail found for the southeast corner of Lot 21, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 9459 of said Plat Records, and the southwest corner of said first tract; THENCE North 00°47'52" West, leaving the north line of said Lot 2 and along the most southerly east line of said Lot 21 and the west line of said first tract, a distance of 164.54 feet to a 1/2 inch iron rod found for an inner “L” corner of said Lot 21 and the northwest corner of said first tract; THENCE North 89°19'59" East, along the most easterly south line of said Lot 21 and the north line of said first tract, passing at a distance of 240.27 feet, the southwest corner of a right-of-way dedication, according to said plat recorded in Cabinet A, Slide 9459, and continuing for a total distance of 264.00 feet to a PK nail with washer, set in the asphalt pavement of the aforementioned S. Carroll Avenue, for the southeast corner of said Cabinet A, Slide 9459 and the northeast corner of said first tract, same being the west right-of-way line of said S. Carroll Avenue according to the aforementioned plat recorded in Cabinet A, Slide 2989; THENCE South 00°47'52" East, along said right-of-way line and the east line of said first tract ,a distance of 61.98 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set at the beginning of a non-tangent curve to the left, having a central angle of 10°08'49", a radius of 635.00 feet, and a chord bearing and distance of South 24°58'59" East, 112.31 feet, same being the north corner of the aforementioned second tract; THENCE, along the easterly line of said second tract, the westerly right-of-way line of said S. Carroll Avenue, and along said curve, an arc distance of 112.46 feet to the POINT OF BEGINNING and containing 45,583 square Feet or 1.046 acres of land, more or less. BOUNDARY LINE EASEMENT LINE BUILDING LINE WOOD FENCE CONCRETE PAVEMENT WALL BUILDING / HOUSE COVERED AREA / OVERHANG ELECTRIC METER A/C UNITMAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER E S W CIRS IRF XF 1/2" IRON ROD W/ "TRINITY 6854"CAP SET IRON ROD FOUND "X" CUT IN CONCRETE FOUND B.L.BUILDING SETBACK LINE U.E.UTILITY EASEMENTGGAS METER P.R.D.C.T.PLAT RECORDS, DENTON COUNTY, TEXAS MONUMENT SET MONUMENT FOUND UTILITY POLE MB WATER VALVE CIRF IRON ROD W/ A CAP FOUND METAL FENCE OVERHEAD UTILITY LINEOHE GRAVEL ST SEPTIC LID P.L.E.PRIVATE LANDSCAPE EASEMENT SIGN LEGEND IL MICHAEL L. BLACK 6854 OETATS SAX ETF D S U R V E YORL A N E S S ALP ROF O NR E GISTERED SURVEYORS CERTIFICATION: To: Alexander Hennum, Bonnie Hennum, and Fidelity National Title Insurance Company; This is to certify that this map or plat and the survey on which it is based represents an on the ground survey conducted in March of 2024, and is true and correct to the best of my knowledge. _________________________ Surveyor's Notes: Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS network (GEOID18). Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. No investigation has been made by this firm into current zoning requirements There are no visible conflicts or protrusions, except as shown. fences may be meandering. A portion of the surveyed property is within the constructed roadway of S. Carroll Avenue, as shown hereon. FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0095K for Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. NOTES ADDRESSING SCHEDULE B EXCEPTIONS: (Pursuant to Commitment for Title Insurance, issued by Fidelity National Title Agency Inc., GF. No. FT-24411-9001182400133-AD, effective date March 19, 2024, issued April 1, 2024.) 10f. The surveyed property IS ALL of the land described in the Memorandum of Oil, Gas and Mineral Lease recorded in Document No. D208338208, Official Public Records of Tarrant County, Texas. (Blanket in Nature) PRELIMINARY TREE TABLE TAG SIZE COMMON/SCIENTIFIC NAME CATEGORY CONDITION GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD 527 5 2 7 527 527 526 52 5 5225235245 2 1 5 2 0 521 522 523 524526 5 2 7 527527527527527526525 524 52 5 526 5 2 4 5 2 5 5 2 6 5 2 3 5225235 2 1 522 920 S. CARROLL AVE.ONE STORY BLDG. 1314 1315 1316 1314 1305 1304 1302 1303 1301 1307 13081309 1306 1311 1312 1313 1310 CARROLL AVE. EX. METAL OVERHAND OVER GRAVEL 920 S. C A R R O L L A V E. EXTEND FENCING TO TREE CANOPY DRIPLINE WHERE POSSIBLE ORANGE CONST. FENCE 6' METAL 'T' POST AT 8'-0" O.C. FINISH GRADE USE TRUNK PROTECTION IN CONDITIONS WHERE DRIPLINE IS COMPROMISED OR AS SPECIFIED (8' PINE 2"x4" LUMBER W/1" SPA. 12 GA. WIRE STAPLED 1 TREE PROTECTION DETAILS 1/8"=1'-0" NOTES: ·HAND DIG TRENCH (NO MECHANICAL TRENCHING) ·CUT ROOTS WITH A SHARP PRUNING TOOL ·BACKFILL WITH EXISTING SOIL ·PERFORM ROOT PRUNING A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION NOTES: NO GRADING, STORAGE PARKING OR ANY OTHER CONSTRUCTION ACTIVITY WITHIN THE PROTECTION FENCE 1 2 CANOPY WIDTH (MIN.) FILLCUT4'-0"STANDARD TREE PROTECTION TRUNK PROTECTION & ROOT PRUNING TRENCH (8" x 2'-0" DEEP) EXISTING TREE COVERAGE PRESERVATION REQUIREMENTS REQUIREMENT AREA / MEASUREMENT REQUIRED PROVIDED 20.1% - 40% TREE COVERAGE ON SITE 38.3%-- 60% OF EXISTING TREE COVERAGE TO BE PRESERVED -60%62.60% N TREE CONSERVATION PLAN 200 SCALE: 1"=20'-0" 40 BORDERLINE TREE TREE TO BE ALTERED TREE MITIGATION REQUIREMENTS REQUIREMENT PROTECTED TREE CALIPER INCHES REMOVED REQUIRED CALIPER INCHES REPLACED 1":1" TREE CALIPER REPLACEMENT RATION 34"34" TREE PRESERVATION CREDITS CALCULATIONS PRESERVED TREE SIZES QTY CREDITS NUMER OF 12" OR GREATER DBH PRESERVED 8 16 CANOPY OR 24 UNDERSTORY NUMBER OF 6" - 12" DBH PRESERVED 5 5 CANOPY OR 10 UNDERSTORY TREE PROTECTION NOTES: 1.THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE SUBJECT TO THE PROVISIONS OF THIS ORDINANCE. A.MATERIAL STORAGE: NO STORAGE OR PLACEMENT OF MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. B.EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDS, INCLUDING, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS DEPOSITED OR ALLOWED TO FLOW INTO THE CRITICAL ROOT ZONE OF A PROTECTED TREE. C.TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. D.VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING SHALL TAKE PLACE WITHIN THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET PAVEMENT. THIS RESTRICTION DOES NOT APPLY TO SINGLE INCIDENT ACCESS WITHIN THE CRITICAL ROOT ZONE FOR PURPOSES OF ESTABLISHING THE BUILDING PAD AND ASSOCIATED LOT GRADING, VEHICULAR TRAFFIC NECESSARY FOR ROUTINE UTILITY MAINTENANCE, EMERGENCY RESTORATION OF UTILITY SERVICE, OR ROUTINE MOWING OPERATIONS. E.GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE PROTECTIVE CONSTRUCTION METHODS ARE APPROVED IN ADVANCE IN WRITING BY THE ADMINISTRATIVE OFFICIAL. F.IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS OTHERWISE ALLOWED IN THIS ORDINANCE. 2.NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP-LINE OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT PRIOR WRITTEN APPROVAL OF THE ADMINISTRATIVE OFFICIAL. 3.PROPOSED GRADING SHOWN IS DIAGRAMMATIC. FIELD ADJUSTMENTS WILL BE MADE AS NECESSARY TO PRESERVE TREES AS SHOWN. PROPOSED SIDEWALKS MAY ALSO BE ADJUSTED TO AVOID EXISTING TREES TO MEET THE PRESERVATION AS SHOWN. PLANT SYMBOL LEGEND PROTECTED TREE LANDSCAPE ARCHITECTS 222 S. Elm St. Ste. 102 Denton, Texas 76201 ph:214.783.1715 CONSULTANT: OWNER / CLIENT: Project No: Drawn By: Reviewed By: Issue Type: Issue Date:07/01/2024 Drawings AAC MAD 2024-036 REVISIONS: Date DescriptionNo. PROJECT: SHEET TITLE: SHEET NUMBER: JULY 1, 2013 Interim review documents. Not for regulatory approval, permitting or construction. Andrew A. Cousins Texas RLA No. 2704 TRINITY LAND SURVEYING MICHAEL BLACK 121 W HICKORY ST., STE 106 DENTONTON, TEXAS 76210 HENNUM RESIDENCE 920 S. CARROLL AVE. SOUTHLAKE, TEXAS TREE CONSERVATION PLAN L1.0 527527527527526521522523524526 527527 527527527527526525524525526524 525526523522 523 521 522920 S. CARROLL AVE.527FPE: 527.00 FFE: 527.80 527 526 525524 HP 526.50 + SWALE @ 1.4% SLOPE 526525527 SWALE @ 2.7% SLOPE 527SG: 527.80 SG: 527.60 SG: 527.80 SG: 527.50 SG: 527.50 SG: 527.80 SG: 527.50 SG: 527.50 HP 527.30 + SG 527.50 + N GRADING PLAN G1.0 GRADING PLAN 1.RETAINING WALLS GREATER THAN 4" MEASURED FROM TOP OF WALL TO BOTTOM OF FOOTING REQUIRE A SEPARATE PERMIT AND SHALL BE SIGNED BY A STRUCTURAL ENGINEER. NOTES: 200 SCALE: 1"=20'-0" 40 LEGEND SYMBOLS PROPOSED CONTOURS (1' INTERVAL) SLOPE DIRECTION AND GRADIENT SPOT ELEVATION 2.0% MAX 1020.50 SPOT ELEVATION ABBREVIATIONS TW / BW = TOP / BOTTOM OF WALL EOW = END OF WALL FL= FLOW LINE OF SWALE HP = HIGH POINT SG = SPOT GRADE EG = EXISTING GRADE FFE = Finish Floor Elevation FFP = Finish Pad Elevation EXISTING CONTOURS (1' INTERVAL) 555 712 LANDSCAPE ARCHITECTS 222 S. Elm St. Ste. 102 Denton, Texas 76201 ph:214.783.1715 CONSULTANT: OWNER / CLIENT: Project No: Drawn By: Reviewed By: Issue Type: Issue Date:07/01/2024 Drawings AAC MAD 2024-036 REVISIONS: Date DescriptionNo. PROJECT: SHEET TITLE: SHEET NUMBER: JULY 1, 2024 TRINITY LAND SURVEYING MICHAEL BLACK 121 W HICKORY ST., STE 106 DENTONTON, TEXAS 76210 HENNUM RESIDENCE 920 S. CARROLL AVE. SOUTHLAKE, TEXAS COMPASS CIVIL ENGINEERING & CONSULTING, LLC TEXAS FIRM NO. 16233 JULY 1st 2024