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Item 9 - Combined PlansLot 25 0.48 Acres (20,706 SQ. FEET) 0.46 ACRES (20,066 SQ. FEET Lot 26 CONCEPT PLAN LOTS 25 AND 26 SLAB 6,019 SQ. FEET SLAB 5,093 SQ. FEET 40 ' S E T B A C K 40 ' S E T B A C K 15' SETBACK 15' SETBACK 15' SETBACK 15' SETBACK CITY CASE NUMBER: ZA20-0045 Owner: 1000 Breeze Way LP 2727 LBJ Freeway, Suite 815, Dallas, TX 75234 Plan Prepared by: HCI General Contractors 2727 LBJ Freeway, Suite 815, Dallas, TX 75234 Phone: 817-350-4332 FIRST BAPTIST CHURCH SOUTHLAKE ZONED CS MEDIUM DENSITY RESIDENTIAL THE CANDACE J MILLER SEPARATE PROPERTY TRUST ZONED RPUD MEDIUM DENSITY RESIDENTIAL CUTLER, PAUL CUTLER SHARI ZONED RPUD MEDIUM DENSITY RESIDENTIAL MCLARTY, TIMOTHY MCLARTY, JANA ZONED RPUD MEDIUM DENSITY RESIDENTIAL CARROL ISD ZONED RPUD PUBLIC / SEMI-PUBLIC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / A 2 0 9 . 0 3 ''''''''''''''''''''''''''''''''''''''''' R 3 8 5 . 0 0 ''''''''''''''''''''''''''''''''''''''''' D 3 1 °0 6 ' 3 0 """"""""""""""""""""""""""""""""""""""""" S 00°51'52" E 10.21' 177.97' N 89°19'44" E 232.70' S 0 0 ° 5 2 ' 2 0 " E 1 7 0 . 2 0 ' S 89°17'28" W 212.58' N 0 0 ° 4 4 ' 5 3 " W 2 0 9 . 4 9 ' 34.61' 16 4 . 8 5 ' S 61° 4 4 ' 3 1 " W 6 0 . 2 7 ' LOT 37, BLOCK 16 TIMARRON ADDITION WYNDSOR CREEK, PHASE 2 CAB. A, SLIDE 4042 P.R.T.C.T. LOT 36, BLOCK 16 TIMARRON ADDITION WYNDSOR CREEK, PHASE 2 CAB. A, SLIDE 4042 P.R.T.C.T. LOT 2 LOT 2, O.W. KNIGHT No 899 ADDITION CAB. A, SLIDE 4042 P.R.T.C.T. TRACT TWO CALLED 0.008 ACRES MICHAEL B. PARRA DOC. NO. D218187524 D.R.T.C.T. BR E E Z E W A Y ( P O S T E D ) OLD C A R R O L L R O A D ( P L A T T E D ) 70' R . O . W CA B . A , S L I D E 2 9 8 9 - 2 9 9 0 P.R . T . C . T . 1.03 ACRES CHURCH OF SOUTHLAKE DOC. No. D1961194321 D.R.T.C.T. C1 SARAH PARK TRAIL 50' R.O.W CAB. A, SLIDE 4042 POB (EAST) (WEST) (S O U T H ) (209.72) (N O R T H 2 0 9 . 7 2 ' ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • // / // / // / // / // / // / // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U 2469 2474 2473 2471 2470 2468 2467 2462 2463 2464 2465 2466 2401 2402 2475 2477 2476 2478 2479 2480 2457 2481 2483 2482 2484 2485 2486 2456 2459 2458 2453 2454 2452 2449 2450 2451 616 615 6 1 5 6 1 6 614 613 612 61 1 61 0 61 1 611 610 61 0 60 9 60 9 612 613 61 3 61 4 6 1 4 61 4 // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// TBM 60d NAIL SET Z=611.13 TRACT ONE MICHAEL B. PARRA DOC. NO. D218187524 D.R.T.C.T. (207.72') (20.16') (L = 4 3 . 2 0 ' R= 3 8 5 . 0 0 ' ) 2455 ONE STORY BLDG. ONE STORY BLDG. 5' U T I L I T Y E A S E M E N T 5' UTILITY EASEMENT 5' U T I L I T Y E A S E M E N T R.O.W. DEDICATION 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.) FILLCUT 4' - 0 " STANDARD TREE PROTECTION TRUNK PROTECTION & ROOT PRUNING TRENCH (8" x 2'-0" DEEP) EXISTING TREE COVERAGE PRESERVATION REQUIREMENTS REQUIREMENT AREA / MEASUREMENT REQUIRED PROVIDED 60.1% - 80% TREE COVERAGE ON SITE 76.5%-- 40% OF EXISTING TREE COVERAGE TO BE PRESERVED -40%63.40% N TREE CONSERVATION PLAN L1.0 TREE CONSERVATION PLAN 200 SCALE: 1"=20'-0" 40 LANDSCAPE ARCHITECTS 212 S. Elm St. Ste. 120 Denton, Texas 76201 ph:214.783.1715 CLIENT: Project No: Drawn By: Reviewed By: Issue Type: Issue Date:10/5/2020 Drawings AAC MAD 2020-091 REVISIONS: Date DescriptionNo. PROJECT: SHEET TITLE: SHEET NUMBER: OCTOBER 5, 2020 . H IL Y BSTEM C C T T E SA E ET S T A I R E G 42 O F 7 3 ET X A R LDRE CAANDS D EP A REJ D HCI SOUTHWEST 2727 LBJ Freeway, Ste 815 Dallas, TX 75234 1000 BREEZE WAY RESIDENTIAL DEVELOPMENT O.W. KNIGHT NO. 899 ADDITION LOTS 25 & 26 SOUTHLAKE, TEXAS PLANT SYMBOL LEGEND PROTECTED TREE 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 80"80" TREE PRESERVATION CREDITS CALCULATIONS PRESERVED TREE SIZES QTY CREDITS NUMER OF 12" OR GREATER DBH PRESERVED 21 42 CANOPY OR 63 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. CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 CITY CASE NUMBER: ZA20-0045 ///////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 1.8'30.4' 1   ƒ       :        177.97'1ƒ ( 6ƒ ( 6ƒ : 1ƒ : 34.61' 6ƒ       :        6   ƒ       (         LOT 37, BLOCK 16 TIMARRON ADDITION WYNDSOR CREEK, PHASE 2 CAB. A, SLIDE 4042 P.R.T.C.T. LOT 36, BLOCK 16TIMARRON ADDITION WYNDSORCREEK, PHASE 2CAB. A, SLIDE 4042P.R.T.C.T.LOT 2LOT 2, O.W. KNIGHT No 899 ADDITIONCAB. A, SLIDE 4042P.R.T.C.T.TRACT TWOCALLED 0.008 ACRESMICHAEL B. PARRADOC. NO. D218187524D.R.T.C.T.BREEZE WAY (POSTED)OLD CARROLL ROAD (PLATTED)70' R.O.WCAB. A, SLIDE 2989-2990P.R.T.C.T. 1/2" IRF 4" WFP 5/8" IRF CIRSCIRS1.03 ACRESALUMINIUM DISK "SURVEY MARKER DND" CALLED 0.339 ACRESFIRST BAPTISTCHURCH OF SOUTHLAKEDOC. No. D1961194321D.R.T.C.T.C1 SARAH PARK TRAIL 50' R.O.W CAB. A, SLIDE 4042 P.R.T.C.T. POB (EAST) (WEST) (SOUTH)(209.72)(NORTH 209.72') OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU1 STORYFRAMERESIDENCEFF=614.53ABSTRACT NO. 899OBEDIAH W. KNIGHT SURVEY,24692474247324712470 2468 2467 246224632464246524662401 2402 2403 2404 2405 2406 2407 247524772476 247824792480 24572481248324822484248524862456 2459 2458 24532454 2452 244924502451616615615616614613612611 610611611610610 60 9 60 9 60 8 60 8 607 60 7 60 6 60 6 60 5 60 5 60 4 60 4 60 3 60 3 60 2 6 0 1 60 2 601 601 600 612613 613614614614 CIRF "C&B" IN TREE CIRF "C&B" LOT 39, BLOCK 16 TIMARRON ADDITION WYNDSOR CREEK, PHASE 2 CAB. A, SLIDE 4042 P.R.T.C.T. LOT 40, BLOCK 16 TIMARRON ADDITION WYNDSOR CREEK, PHASE 2 CAB. A, SLIDE 4042 P.R.T.C.T. LOT 41, BLOCK 16 TIMARRON ADDITION WYNDSOR CREEK, PHASE 2 CAB. A, SLIDE 4042 P.R.T.C.T. EAST CONTINENTAL BLVD. VARIABLE WIDTH PUBLIC R.O.W. // / / / / / / / / / / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / //////////////////////////////////////////////////////////////////////// JENNY TERRACE 50' R.O.W CAB. A, SLIDE 4042 P.R.T.C.T. 8' X 12.5'METALSHED 34.6'34.9'35.3'24.8'20.9'39.8'25.6'35.6'1.8'30.3'51.3'39.2'67.1'0.3' WIDECONCRETERETAININGWALL BR E E Z E W A Y ( P O S T E D ) OL D C A R R O L L R O A D ( P L A T T E D ) VA R I A B L E W I D T H R . O . W . STONE WALL WITH 2.5' X 2.5' STONE COLUMS (CALLED 0.801 ACRES) BELLA C. WRIGHT DOC. NO. D218204708 D.R.T.C.T. S D FL-21"RCP=599.90 TRACT ONEMICHAEL B. PARRADOC. NO. D218187524D.R.T.C.T.(207.72')(20.16')(L=43.20'R=385.00')2455 1" = 30' 0 3015 NLEGEND ELECTRIC MAN HOLE WATER SPIGOT TELEPHONE PEDESTAL VERIZON VAULT GAS LEAD, NO METER WATER / PVC RISER EAGLE SURVEYING, LLC 210 SOUTH ELM STREET SUITE: 104 DENTON, TX 76201 940.222.3009 www.eaglesurveying.com JOB #: 19-01-23 DATE: 4/4/2019 DRAFTER: CF FLOOD NOTE This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated Serptember 25, 2009 and is located in Community Number 480612 as shown on Map Number 48439C0095K. LEGAL DESCRIPTIONBEING a 1.03 acre tract of land situated in the OBEDIAH W. KNIGHT SURVEY,ABSTRACT NO. 899 , in the City of Southlake, Tarrant County, Texas and beingall of Tract one and Tract Two described in the deed to Michael B. Parrarecorded in Document Number D218187524 Deed Records, Tarrant County,Texas and being more particularly described by metes and bounds as follows:BEGINNING DWD´:RRG)HQFH3RVWIRXQGDWWKH6RXWKZHVWFRUQHURIVDLGTract One, said point being the Southeast corer of Lot 36, Block 16 of TimarronAddition Wyndsor Creek, Phase 2 as shown by the plat recorded in Cabinet A,Page 4042, Plat Records, Tarrant County Texas (P.R.T.C.T.) and an angle pointin the North line of Lot 37, Block 16 of said Timarron Addition Wyndsor Creek,3KDVHIURPZKLFKD´LURQURGIRXQGRQWKH1RUWKULJKWRIZD\OLQHRI6DUDK3DUN7UDLODWWKH6RXWKZHVWFRUQHURIVDLG/RWEHDUV6ƒ ´:Ddistance of 60.27 feet;THENCE 1ƒ :ZLWKWKH:HVWOLQHRIVDLG7UDFW2QHDQGWKHFRPPRQ(DVWOLQHRIVDLG/RWDGLVWDQFHRIIHHWWRD´LURQURGIRXQGDWWKHNorthwest corner of Lot 1 and the Northeast corner of said Lot 36, in the Southline of Lot 2 of Lot 2, O.W. Knight No. 899 Addition as shown by the platrecorded in Cabinet A, Slide 4042, P.R.T.C.T.;THENCE 1ƒ (ZLWKWKH1RUWKOLQHRI7UDFW2QHDQGWKH6RXWKOLQHRIVDLG/RWDGLVWDQFHRIIHHWWR´LURQURGVWDPSHG³($*/(6859(<,1*´VHW,QWKH:HVWULJKWRIZD\RISODWWHGDV2OG&DUUROO5RDGDQGposted as Breeze Way, said point being in a curve to the left having a radius ofIHHWFKRUGEHDULQJRI6ƒ :DFKRUGOHQJWKRIIHHWDQGD'HOWDDQJOHRIƒ ´THENCE with said curve to the left, along said West right-of-way line an arcOHQJWKRIIHHWWRD´LURQURGVWDPSHG³($*/(6859(<,1*´VHWRQWKH East line of Tract One at the Southwest corner of Tract Two; THENCE 6ƒ (ZLWKWKH(DVWOLQHRIVDLG7UDFW2QHDGLVWDQFHRI feet to the Southeast corner thereof; THENCE 6ƒ :SDVVLQJDDOXPLQXPGLVNVWDPSHG³6859(<0$5.(5 '1'´IRXQGDWWKH1RUWKHDVWFRUQHURIVDLG/RWDWDGLVWDQFHRIIHHWLQ all, a total distance of 212.58 feet the to the POINT OF BEGINNING and containing 1.03 acres of land more or less. SURVEYOR NOTES 1. This survey was performed without the benfit of a title commitment. 2. The bearings shown on this survey are based on GPS observations utilizing the Allterra RTK Network. NAD 83 (2011) Datum. 3. Elevations shown on this survey are based on GPS observations utilizing the Allterra RTK Network. NAVD(88) Datum, (Geoid 12A) 8. This document represents an accurate on the ground survey of 1000 Breeze Way in the City of Southlake, Tarrant County, Texas, on April 2, 2019. IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND ( )RECORDED CALL D.R.T.C.T. TARRANT COUNTY, TEXAS METAL FENCE OVER-HEAD ELECTRIC ASPHALT ‡ OHU /// WOOD FENCE/ / / METAL GATE GROUND LIGHT FIRE HYDRANT GATE MOTOR ON CONCRETE UTILITY POLE AIR CONDITIONER IRRIGATION CONTROL VALVE GUY ANCHOR SIGNAGE PAINT MARKING ELECTRIC PAINT MARKING TELE-COM PAINT MARKING GAS WATER METER GAS METER DEED RECORDS, P.R.T.C.T. TARRANT COUNTY, TEXAS PLAT RECORDS, TAG SIZE COMMON/SCIENTIFIC NAME 2499 14" JAPANESE BLACK PINE/PINUS THUNBERGII 2450 7.5" JAPANESE BLACK PINE/PINUS THUNBERGII 2451 9.5" JAPANESE BLACK PINE/PINUS THUNBERGII 2452 15.5" BRADFORD PEAR/PYRUS CALLERYANA 2453 16" SUMARD OAK/QUERCUS SHUMARDII 2454 15"LIVE OAK/QUERCUS VIRGINIANA 2455 25.5"LIVE OAK/QUERCUS VIRGINIANA 2456 9"MIMOSA/ALBIZIA JULLIBRISSIN 2457 21"LIVE OAK/QUERCUS VIRGINIANA 2458 19" BRADFORD PEAR/PYRUS CALLERYANA 2459 20"LOBLOLLY PINE/PINUS TAEDA 2460 23"LOBLOLLY PINE/PINUS TAEDA 2461 16"LOBLOLLY PINE/PINUS TAEDA 2462 20"LOBLOLLY PINE/PINUS TAEDA 2463 17"LOBLOLLY PINE/PINUS TAEDA 2464 6"POST OAK/QUERCUS STELLATA 2465 18"POST OAK/QUERCUS STELLATA 2466 9"POST OAK/QUERCUS STELLATA 2467 30" SUMARD OAK/QUERCUS SHUMARDII 2468 17" BALD CYPRESS/TAXODIUM DISTICHIUM 2469 23"POST OAK/QUERCUS STELLATA 2470 15" SUMARD OAK/QUERCUS SHUMARDII 2471 17.5" SUMARD OAK/QUERCUS SHUMARDII 2472 14" SUMARD OAK/QUERCUS SHUMARDII 2473 17" SUMARD OAK/QUERCUS SHUMARDII 2474 12" SWEETGUM/LIQUIDAMBAR STYRACIFULA 2475 17" AMERICAN ELM/ULMUS AMERICANA 2476 9" SUMARD OAK/QUERCUS SHUMARDII 2477 18" COTTONWOOD/POPULOUS DELTOIDES 2478 10" SUMARD OAK/QUERCUS SHUMARDII 2479 21"LIVE OAK/QUERCUS VIRGINIANA 2480 13" SUMARD OAK/QUERCUS SHUMARDII 2481 16"LOBLOLLY PINE/PINUS TAEDA 2482 18"LOBLOLLY PINE/PINUS TAEDA 2483 15.5"LIVE OAK/QUERCUS VIRGINIANA 2484 20"LOBLOLLY PINE/PINUS TAEDA 2485 15"LOBLOLLY PINE/PINUS TAEDA 2486 17"LOBLOLLY PINE/PINUS TAEDA SEWER LINESS STORM DRIANSD CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 44.18'385.00'ƒ 6ƒ :44.16' CURVE TABLE Z: \ O F F I C E \ P R O J E C T S \ 2 0 1 9 \ 1 9 0 1 - J a n u a r y 2 0 1 9 \ 1 9 - 0 1 - 2 3 1 0 0 0 B R E E Z E W A Y \ D W G \ 1 9 - 0 1 - 2 3 1 0 0 0 B R E E Z E W A Y - T O P O . d w g , 4 / 5 / 2 0 1 9 1 0 : 0 3 : 0 3 A M CITY CASE NUMBER: ZA20-0045 C I T Y C A S E N U M B E R : Z A 2 0 - 0 0 4 5