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Item 6C - PlansU 0 Z a J 0- W I- N I 11 V) / N w W 2 N / a W Y a J Z) O V) H Z O 0- w J U a Z Z CL tY tY LIDa Y V) O 1 00 0 N / N H U W L1J 0-0 a. W a (0 :V) C14 m I`_ -tOUt31) w .— w =000 D 04 \of\ wU-)0-ul X 04 04 Q -7 .- N M LLJ > Z I O V) HHQI- 000V) CL d _j J SITE DATA TABLE - LOT 3R-1 PROPERTY DATA EXISTING ZONING S -P-2 EXISTING L.U.D. MIXED USE PROPOSED ZONING S -P-2 NUMBER OF PROPOSED LOTS 1 AREA OF LOT 3R-1 2.39 AC = 104,280 SF PERCENTAGE OF SITE COVERAGE (BY BLDG) 26,493 SF / 104,280 SF = 25.40% AREA OF OPEN SPACE 32,960 SF = 31.61 % OUTSIDE STORAGE 0% TOTAL BUILDING FOOTPRINT AREA 26,493 SF SQUARE FOOTAGE BY USE 26,493 SF (MIXED USE) FLOOR AREA RATIO 0.254:1 PARKING SPACES REQUIRED 93 SPACES REQUIRED PARKING SPACES PROVIDED 95 SPACES (8 ADA SPACES) IMPERVIOUS COVERAGE 71,319.64 SF = 68.39 % MAXIMUM BUILDING HEIGHT ALLOWED BY ZONING (35') ACTUAL BUILDING HEIGHT (24') SITE DATA TABLE - LOT 3R-2 PROPERTY DATA EXISTING ZONING S -P-2 EXISTING L.U.D. MIXED USE PROPOSED ZONING S -P-2 NUMBER OF PROPOSED LOTS 1 AREA OF LOT 3R-2 2.55 AC = 110,982 SF PERCENTAGE OF SITE COVERAGE (BY BLDG) 27,695 SF / 110,982 SF = 24.95% AREA OF OPEN SPACE 31,887 SF = 28.73% OUTSIDE STORAGE 0% TOTAL BUILDING FOOTPRINT AREA 27,695 SF SQUARE FOOTAGE BY USE 27,695 SF (MIXED USE) FLOOR AREA RATIO 0.249: 1 PARKING SPACES REQUIRED 97 SPACES REQUIRED PARKING SPACES PROVIDED 104 SPACES (8 ADA SPACES) IMPERVIOUS COVERAGE 79,095.31 SF = 71.27% MAXIMUM BUILDING HEIGHT ALLOWED BY ZONING (35') ACTUAL BUILDING HEIGHT (24') MATCH LINE SEE SHEET SP -2 LOT 1, BLOCK 1 CARROLL ISD NOA ADDITION CABINET A, SLIDE 6417 P.R.T.C.T. ZONED: AG L.U.D.= PUBLIC / SEMI-PUBLIC SITE DATA TABLE - LOT 3R-3 PROPERTY DATA EXISTING ZONING S -P-2 EXISTING L.U.D. MIXED USE PROPOSED ZONING S -P-2 NUMBER OF PROPOSED LOTS 1 AREA OF LOT 3R-3 2.24 AC = 97,418 SF PERCENTAGE OF SITE COVERAGE (BY BLDG) 27,071 SF / 97,418 SF = 27.88% AREA OF OPEN SPACE 19,117.51 SF = 19.62% OUTSIDE STORAGE 0% TOTAL BUILDING FOOTPRINT AREA 27,071 SF SQUARE FOOTAGE BY USE 27,071 SF (MIXED USE) FLOOR AREA RATIO 0.249: 1 PARKING SPACES REQUIRED 95 SPACES REQUIRED PARKING SPACES PROVIDED 106 SPACES (6 ADA SPACES) IMPERVIOUS COVERAGE 78,300.48 SF = 80.38 % MAXIMUM BUILDING HEIGHT ALLOWED BY ZONING (35') ACTUAL BUILDING HEIGHT (24') ANTICIPATED SCHEDULE OF DEVELOPMENT START CONSTRUCTION MARCH 2019 END CONSTRUCTION AUGUST 2019 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED 819.47' N/A N/A N/A N/A none Area (Sq.ft.) PROVIDED 819.47' N/A N/A N/A N/A none EAST REQUIRED 305.2' b. 10'- B 6 9 31 NA 38,598 SF" PROVIDED 305.2' b. 10'- B 6 9 33 NA SOUTH REQUIRED 819.76' 10'- B 25 50 66 Living Screen PROVIDED PROVIDED 819.76' 10'- B 25 50 66 Living Screen WEST REQUIRED 381.5' 10'- E 4 8 31 H1 -Hedgerow PROVIDED 381.5' 10'- E 4 8 31 H1 -Hedgerow TOTALS � o w b. Note: 20% reduction taken for doubling the width of the buffer yard City of Southlake, Texas O LANDSCAPE CALCULATIONS O Building Floor Area 81,529 SF O SUMMARY CHART - INTERIOR LANDSCAPE O Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq.ft.) front or side Trees Trees Cover (Sq. Provided PROPOSED FIRE LANE s 10 w Q SITE Ft.) d o Required 38,598 SF" 75% 78 155 965 5,790 SF 772 SF Provided 51,921 SF 94% 78 1 155 1 968 8,141 SF 861 SF Parking Lot Landscape 20 SF per stall REQUIRED PROVIDED 305 total spaces parking between bldg. and R.O.W. 4,575 sf 16,937 sf 39 spaces 10.5% 370 x 15 SF = 4,575 Note: 5% reduction in interior area for water conservation credits ENGINEER ENGINEERING TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 GRAPHIC SCALE PH. 214.506.3205 EMAIL:DAVID@BROWNDFW.COM 40 0 20 40 80 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 ill 1107 ❑o 0 zm --- DRAINAGE & ° o o \ (o° C o� I' I' I"I L. W I EXIST. CONRETE PVMT. 7 4' FI ELA E, UTILITY, DRAINAGE & ACC 1 ' UTI ITY SE ENT XIS . S OR I — I 1 'UTI ITY ASE ENT \ I TO REMAIN UTILITY EASEMENT ❑ � EASEMENT NO. 2170 7810 P.R. C.T. D C. N . D217057 10 RA E INLET D 217 5781 P.R. .C.T. / DOf. NO. D217057810 ° \ I P.R.T.C.T. ° ° I ° ° P R.T. T. EXIST. STORM EXIST. STORM EXIST. SH TYP. �� TYP. ,EXIST. SSMH EXI STORM — GRATE INLET GRATE IN TO REMAI 2 2 N89027'05"E 819.47' TO REMAIN GRATE INLET TO REMAIN N — — — — — — TO REMAIN`� COMMON ACCESS 1 s 4 3 41T YPTO REMAIN ^08 EASEMENT EXIST.POWERI LE, ------ _ —— TO REMAIN oo �\ �� _ — — — — ---- _ 09 _ _ _ EX. RETAINING WALL EXIST. POWER POLE - TO REMAIN IU r 0 QIL Q �o 00, � =o _j N J Q _o 00 — Z C U G w O 0 Y aZ 0 cri�z >o U) ❑❑ -F- y ---- -- 11 _ °❑ + I ,� PROPO EDI EX ST FH -- f _ • + STJ SIGN I TO REMAIN — - - 1 � I - - - i �� I,I Ill1i I I © O7 I © LEFT .* I PROPOSED �W o + 212.6 =_ - 8 8 FRONT g TYP. 8 9 8 RISER ROOM I '+++ I STOP SIGN / - PROP. SSMH 6, 24' 18' 18' 24'1 18' 1:5.53'. ++II\ I I I PROP. FH PROP. FDC EXIST. CONCRETE;j I PROP. SSMH +I I w+*+'. HEADWALL TO REMAIN +I / ❑ !+ ++ I 3 6 PROP. GRATE ° I I I 5' UTILITY EASEMENT co = o ++ PROP. I I F- LOT 3R-1 INLET (TYP.) ;+;+;I / O ° 1 + EXIST. TREE RETAINING C I I I I 0I ZONED: SP2 26,493 SF LL_ 24'I 18' .*. 5. I P.R.T.C.T. 129, PG. 39 TO REMAIN (TYP.) WALL 24' I 1 L.U.D.=MIXED USE 112 PARKING SPACES PROVIDED JI I 2 TYP. FFE=677.50 - - 24' FIRE LANE AND rn _ - 15' COMMON ACCESS l _ ley, COMMON ACCESS I 11 (8 ADA SPACES) I r 4 TYP. I—+++++I I EASEMENT W !,b _°o❑ - EASEMENT BY PLAT I 109.5' I I 8 w I 1 6 ++*1 I x P.R.T.C.T. DOC. NO. D217057810 JJ / �`� DRAINAGE & UTILITY I RISER ROOM g TYP. 24' COMMON 7 1 +++1 I +++� ° ° I I A\ I EASEMENT ° 0 0 _� s Doc. No. Dz17os7810 I I PROP. FDC o, REAR 4 TYP. ACCESS EASEMENT M 10' REAR YARD SETBACK P.R.T.c.T. ° o BY PLAT 8 11 PA 1 ++1 DOC. NO. D217057810 - W �° °❑ . - - .. ❑❑ 17.63' — 3p' 24' IRE LANE AN g TYP. 9 PARKING I 1 I P.R.T. C.T. ❑o II,� I I o _� - _ cEs SPACES PROVIDED o❑ d y PROP. CONCRETE I I _ O O — — O L©__ EASEMENT I I +++i THE ZELDA M. WHITE " HEADWALL °\�II%. I I — �, _ _ / I (6 ADA SPACES) ESTATE TRUST ,\ y 1 — — L— — © © O 1 ++'I I ELBERT CLARK ❑❑-�+ /� \\III /, _ _ -- °� (1 / 'j n11 I I PROP. FH 2 TYP. _ _ yI M I I TYP. _ ++i I o OCTNO D2061196920 1 S89°25'49"W I I \ ` 2 — — — — —_ j �n 1 544.40' — — — — — —� — — — — — — — — _ LOT 3R-3 I -I - — +}1 I 00 O.P.R.T.C.T. Z Q ++i I ZONED: AG — — — © © O5 O 27,071 SF w 1 w DOCIDNO. D217057810 9, Q�� I FFE=681.00 ++.� I L.U.D.=MIXED ❑❑.+M P.R.T.C.T. \ 1 . g' g' g' O = O — — O — © — — — — g,:WILLI + i I M y a\ 'll \ _ _ — 2 TYP. I +1 0 0 � /� :\ �� �. l�i:.�t� 1 - . ..� � - - � � _ - - - _ _ � I 60.00' I O ❑❑ Z - 19027' 55' 55' 6.1' I EXIST. POWER POLE TO REMAIN I 10' BUFFERYARD -TYPE E II 11 PROP. PAD - MOUNTED TRANSFORMER I I EXIST. POWER POLE TO REMAIN IJ EX. RETAINING WALL I I )o ° I A\�`\ �'Ih� REAR 0 8 PROP. 10'x50' u++++ '° a�Ily YP. TYP. 8 4 TYP. PROP. 10'x50' 6 O9 TYP. LOADING I I 1 ; I I 5 8 4 4 ZONE (TYP.) 1 11 +++� 24' FIRE LANE AND ;o ++++a�lil�y �24' FIRE LANE AND I LOADING w COMMON ACCESS RISER ROOM COMMON ACCESS ZONE (TYP.) _ _ g TYP. ZONED: SP2 6' 24,1 8 +++ o +++ \� ° EASEMENT BY PLAT 24 PROP. FDC EASEMENT BY PLAT a, } r ��, _ *+*+ ° — — — — — i' L.U.D.=MIXED USE +++ `\ `L. LOT 3R-2 130 PARKING - _-_ �' ' �I ZONED: SP2 = © © © 1 — 1 I EXIST, BARB WIRE o �� j �r 5'�. I 1 27,695 SF SPACES PROVIDED C� 18' 24" 1 I 24' I I 6 «++� I FENCE TO BE REMOVED ° c �� h,l lg' E'• L.U.D.=MIXED USE ++r ,� i''�i, I ..:. (8 ADA SPACES) ❑\ °j FFE=677.75 PROP. GRATE 10 *I I INLET io +++ = ° 3 C' 6 TYP. 24' FIRE LANE AND TYP. 1 COMMON ACCESS 4 1 EASEMENT 8.96' ;++*I I. �° TYP. TYP. I I 10' BUFFERYARD - a �\ 'y I 7 I I �++++. 8 2 FRONT 8 2 6 I x TYPE B ❑- - ++ --- -- ° *' --- -- 1 ON . , 24' COMM EXIST. TREE c� 0' _ _ .*I -4 l _ _ _ - I *+*+ '° - . .. • - . °. °v. .�, • � v - - - - ACCESS TO REMAIN - - - - I 0 _- {I F - - - RIGHT I - ❑ + - - - - - - EASEMENT X30 - - - 9' _ - 9' -_- _ _ � �3 - - I *I I + ° TYP. -- ---- -- EXIST. BARB IN - \ _ ° +*+ — — — — ° a l� Td 7i ld ld 7i l� li l� ld "- - . _._ FL FL . . . . FENCE PROP. FH — I PROP. FH TO BE REMOVED \ ° + ° 41 ---iv — _ -- — ---- -- -- ---- �---- ------- + �PROP. GRATE A - I I i.,.i A INLET (TYP.) FH o _ _ + { ° o + "� — — — '1A lj _U _U 'Li 7i 'li li 7i lj lj l� Zi 7i -Li 'Li lA _U lj '1! _ ._ Q"' I ��o, — — - F_ ++,++ _ g' _ _ _ It - ao 4031 24' 31.5 - 3 27'7" 24' _ - _ O ° o ++ -- _ - - 11 9 9' 13' ® 7 n,_-UI7 1781'17 O _ 11 0o T1 ggT1' 10 YP 9 - 15' SIDEYARD SETBACKT= – _ _I I -- ----- 117=144—n _+ .,++-' +++Vtih + ++s+++*i++++*T-+ PROR++ +:i+ ++*+++*+ p+ ZONED: SF1-A S89°27'05"W 819.76' 15' SIDE YARD SETBACK LOT 4, MEADOW OAKS SO°34'11 "E VS8f9°25'49'W 10' BUFFERYARD -TYPE F1 24' FIRE LANE AND COMMON PROPOSED STOP SIGN PROPOSED 30' SIDE YARD SETBACK DOC. NO. D217057810 100' BUILDING LINE STOP SIGN VOL. 388-129, PG. 39 P.R.T.C.T. SUBDIVISION 41.49' 99.62' ACCESS EASEMENT BY PLAT = _VOL. 388-129, PG. 39 P.R.T.C.T.� VOL. R T.0 T. G 39 P.R.T.C.T. 300' REAR YARD SETBACK L.U.D.=MIXED USE VOL. 388-129, PG. 39 P.R.T.C.T. I 1 inch = 40 ft. VICINITY MAP N.T.S. LEGEND O STANDARD DUTY CONCRETE PAVEMENT O HEAVY DUTY CONCRETE PAVEMENT O DUMPSTER PAVEMENT O FM 1709 - SOUTHLAKE BLVD O 4" PARKING STALL STRIPING COLOR: WHITE (TYP) O CONCRETE SIDEWALK O 0 L LJ REFER TO ARCH PLANS FOR DETAILS O HANDICAP RAMPS, 12:1 MAX SLOPE ------ FULL DEPTH SAWCUT PROPOSED CONCRETE CURB AND GUTTER L ^ 11—' !1 PROPOSED FIRE LANE s 10 w Q SITE L1J d o J J Q °m +++++++* ` + ` + ` + o m LANDSCAPE AREA o O Y PUBLIC CONCRETE SIDEWALK 00000000000000 U 3 W Q a w KIMBALL HILL CT �o U w ~ � o w z = U O U Z J U) VICINITY MAP N.T.S. LEGEND O STANDARD DUTY CONCRETE PAVEMENT O HEAVY DUTY CONCRETE PAVEMENT O DUMPSTER PAVEMENT O r O 4" PARKING STALL STRIPING COLOR: WHITE (TYP) O CONCRETE SIDEWALK O PROPOSED CONCRETE SIDEWALK L LJ REFER TO ARCH PLANS FOR DETAILS O HANDICAP RAMPS, 12:1 MAX SLOPE ------ FULL DEPTH SAWCUT PROPOSED CONCRETE CURB AND GUTTER L ^ 11—' !1 PROPOSED FIRE LANE FL 10 PARKING COUNT L1J Lij MO � o °m +++++++* ` + ` + ` + BUFFERYARD LANDSCAPE AREA 0000000 PUBLIC CONCRETE SIDEWALK 00000000000000 PER CITY DETAILS CONSTRUCTION SCHEDULE O SAW CUT FULL DEPTH EXISTING PAVEMENT O HANDICAP SYMBOL O PAVEMENT STRIPING O HANDICAP SIGN O 4" PARKING STALL STRIPING COLOR: WHITE (TYP) O CONCRETE SIDEWALK O PROPOSED DUMPSTER AREA AND ENCLOSURE L LJ REFER TO ARCH PLANS FOR DETAILS O HANDICAP RAMPS, 12:1 MAX SLOPE O CURB STOP CASE NO.: ZA 18-0014 SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: LOTS 3, BLOCK A PINNACLE POINT 7.178 ACRES - 312,683 SF CITY: STATE: SOUTLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. TARRANT A.A. FREEMAN SURVEY 522 TEXAS REGISTRATION #14199 MKT DRAWN: �0 �wa Z N Z ww w �o 01/25/2019 � z O 02 a� L.LJ U L LJ a�a z LUo F- D U) L ^ 11—' !1 w > of o� J x �� z� L1J Lij MO � o °m P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. Nol09800 Date 01 /25/2019 DESIGN: MKT DRAWN: MKT �wa CLC DATE: 01/25/2019 � zap a�a eon, a � o DESIGN: MKT DRAWN: MKT CHECKED: CLC DATE: 01/25/2019 yi�a�l ,awl File No. 2018-035 CASE NO.: ZA18-0014 U 0 z Q J m W H N N 1 n N 1-11N H W W 2 N a U w Y a J 2 H Z) O N H Z O CL w J U Q Z Z_ CL ry ry Q Y • O N N LLJ H � U Q 0 N ry Of M m LLJ m O (n - SOU W.- W 2 O � N O D \ ry w LO m Q \/ 5- m LLJ Z � Q O I � � Q O O U J J Q CL d J CASE NO.: ZA18-0014 CONCRETE / PAVING / / / / / / 5outn tburteryara trees begin here City of Southlake, Texas LOCATION LANDSCAPE CALCULATIONS LENGTH Building Floor Area 81,529 SF CANOPY TREES SUMMARY CHART - INTERIOR LANDSCAPE SHRUBS Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. N/A Provided ft.) REQUIRED b. 305.2' 10'- B 6 Ft.) 31 Required 38,598 SF* 75% 78 155 965 5,790 SF 772 SF Provided 51,921 SF 94% 78 155 968 9,141 SF 861 SF Parking Lot Landscape REQUIRED PROVIDED 305 spaces parking between bldg. and R.O.W. 4,575 sf 16,937 sf 39 spaces 10.5% 25 305 x 15SF = 4,575 66 'Note: 5% reduction in req. landscape area for water conservation credits N�,\ LID —4—tL 1-4 to remain Pocket plant around root zone of these 2 ex. trees SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH -TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED 819.47' N/A N/A N/A N/A none Abelia PROVIDED 819.47' N/A N/A N/A N/A none EAST REQUIRED b. 305.2' 10'- B 6 9 31 NA Cherry Sage PROVIDED b' 305.2' 10' - B 6 9 33 NA SOUTH REQUIRED 819.76' 10'- B 25 50 66 living screen PROVIDED 819.76' 10'- B 25 50 66 living screen WEST REQUIRED 381.5' 10' - E 4 8 31 H1 -Hedgerow PROVIDED 381.5' 10'- E 4 8 31 H1 -Hedgerow TOTALS b. Note: 20% reduction taken for doubling the width of the bufferyard Z J a LL O z O Q Z r z O U Of O 11 N H w LU �_ O lj la—T lir I I Of LU w LU Z U TREE LEGEND Canopy Trees CO Chinquapin Oak CE Cedar Elm BO Bur Oak B E Bosque Elm Ornamental Trees CR Crapemyrtle 8 RB Redbud N R Nellie R. Stevens Holly �a lir j- �\ Ilii_ Existing trees 0 SHRUB LEGEND SO Shumard Oak LO Live Oak BC Bald Cypress TY Tree Yaupon S M P Mexican Plum W M Wax Myrtle WM Dwarf Wax Myrtle GL Giant Liriope DB Dwarf Burford Holly DIH Dwf. Indian Hawthorne DA Dwarf Abelia BA Barberry AB1 Abelia 10 gal. NR Nellie R. Stevens AB Abelia DY DwarfYaupon RY Red Yucca TC Turks Cap TX Texas Sage SP Spirea PM Pink Muhly AJ Asian Jasmine CS Cherry Sage SC Seasonal Color BBL Big Blue Liriope HD Harbor Dwf. Nandina HATCH LEGEND + + + + Seasonal Color + + + + + + + ►�'a,0,16M, MA GRAPHIC SCALE 30 0 15 30 60 1 inch= 30 ft. VICINITY MAP N.T.S. -49 s i t e integration studio Landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASIA 7529 Cross Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johrisiteint.com www.siteint.com scotWtOnt.com LANDSCAPE NOTES 1. The project will have an undergound automatic irrigation system to water all new plantings. 2. Install 4" layer of shredded hardwood mulch to all planting beds. 3. Install 4" steel edging between all shrub beds and grass areas. 4. Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities as shown on plan. ENGINEER ENGINEERING TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL: DAVID@BROWNDFW.COM BENCHMARK: AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: TEXAS REGISTRATION #14199 � 2E I'D 0 LU N w W fr �O w0 Z� o} � aQ L.LJ L1J ZLU r 3 F• H FM 1709-SOUTHLAKE BLVD O Z s a SITE O �a� DATE: 3 KIMBALL HILL CT k O a�a SURVEY: A.A. FREEMAN SURVEY ABSTRACT NO. 522 VICINITY MAP N.T.S. -49 s i t e integration studio Landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASIA 7529 Cross Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johrisiteint.com www.siteint.com scotWtOnt.com LANDSCAPE NOTES 1. The project will have an undergound automatic irrigation system to water all new plantings. 2. Install 4" layer of shredded hardwood mulch to all planting beds. 3. Install 4" steel edging between all shrub beds and grass areas. 4. Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities as shown on plan. ENGINEER ENGINEERING TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL: DAVID@BROWNDFW.COM BENCHMARK: AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: TEXAS REGISTRATION #14199 � 2E I'D 0 LU N w W fr �O w0 Z� o} � aQ L.LJ L1J ZLU r 3 F• H � Z MKT a MKT 0 �a� DATE: 01/25/2019 a �zH CITY: STATE: SOUTLAKE TEXAS a�a SURVEY: A.A. FREEMAN SURVEY ABSTRACT NO. 522 File No. 2018-035 V F M a � o LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES - 312,683 SIF DESIGN: MKT DRAWN: MKT CHECKED: CLC DATE: 01/25/2019 SHEET T L CITY: STATE: SOUTLAKE TEXAS COUNTY TARRANT SURVEY: A.A. FREEMAN SURVEY ABSTRACT NO. 522 File No. 2018-035 O M Z O EL w _J O Q z z_ Q N 0 a� 0 CN L_L.I Q O w J Q z z 0 0 Q O Q U� z w U O 0 / w Q�� L� rL .. O o _�U U� oo / oo L NWN ~ \ U� \ -� O N / N -1, cn ,�-U� o LU W .. LL] z > = Q O Q LLQ o n I-- < 000UU TREE LEGEND Canopy Trees CO Chinquapin Oak CE Cedar Elm BO Bur Oak B E Bosque Elm Ornamental Trees CR Crapemyrtle RB Redbud N R Nellie R. Stevens Holly SHRUB LEGEND WM Dwarf Wax Myrtle DB Dwarf Burford Holly DA Dwarf Abelia AB1 Abelia 10 gal. AB Abelia RY Red Yucca TX Texas Sage PM Pink Muhly CS Cherry Sage HD Harbor Dwf. Nandina SO Shumard Oak LO Live Oak BC Bald Cypress a Tree Yaupon M P Mexican Plum WM Wax Myrtle GL Giant Liriope DIH Dwf. Indian Hawthorne BA Barberry NR Nellie R. Stevens DY Dwarf Yaupon TC Turks Cap SP Spirea AJ Asian Jasmine SC Seasonal Color BBL Big Blue Liriope HATCH LEGEND + + + + + + + Seasonal Color LANDSCAPE NOTES 1. The project will have an undergound automatic irrigation system to water all new plantings. 2. Install 4" layer of shredded hardwood mulch to all planting beds. 3. Install 4" steel edging between all shrub beds and grass areas. 4. Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities as shown on plan. GRAPHIC SCALE 30 0 15 30 60 1 inch= 30ft. VICINITY MAP N.T.S. s i t e integration studio Landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASLA 7529 Cross Gate Way 512.632.3822 Tyler Tyler, TX 75703 512.589.9584 - Austin johnesiteint.com www.siteinUom scottfttelnt.com ENGINEER ENGINEERING TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS r.,...,.[!!I.J SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL: DAVID@BROWNDFW.COM BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES – 312,683 SF CITY: STATE: SOUTLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. TARRANT A.A. FREEMAN SURVEY 522 TEXAS REGISTRATION #14199 V_ - I� '� W L1J z Z LJJ ma H FM 1]09-SOUTHLAKE BLVD 2 <u Z 0 s a SITE ZO F �a� KIMBALL HILL CT �zH 0 U a�a VICINITY MAP N.T.S. s i t e integration studio Landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASLA 7529 Cross Gate Way 512.632.3822 Tyler Tyler, TX 75703 512.589.9584 - Austin johnesiteint.com www.siteinUom scottfttelnt.com ENGINEER ENGINEERING TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS r.,...,.[!!I.J SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL: DAVID@BROWNDFW.COM BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES – 312,683 SF CITY: STATE: SOUTLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. TARRANT A.A. FREEMAN SURVEY 522 TEXAS REGISTRATION #14199 V_ - I� '� W L1J z Z LJJ ma H � Z a 0 �a� a �zH a�a V F M a � o DESIGN: DRAWN: CHECKED: DATE: SHEET L-2 File No. 2018-035 I MKT MKT CLC 01/25/2019 PLANT LIST CANOPY TREES 22 RB Redbud 28 LO Live Oak Quercus virginiana 3" cal. B&B 12' ht. 6' spread 23 CE Cedar Elm Ulmus crassifolia 4" cal. B&B 15' ht. 7' spread 11 CO Chinquapin Oak Quercus muhlenbergii 3" cal. B&B 12' ht. 6' spread 15 SO Shumard Oak Quercus shumardi 4" cal. B&B 15' ht. 8' spread 8 BO Bur Oak Quercus macrocarpa 4" cal. B&B 15' ht. 8' spread 15 BE Bosque Elm Ulmus parvifolia 4" cal. B&B 15' ht. 8' spread 13 BC Bald Cypress Taxodium distichum 4" cal. B&B 15' ht. 8' spread ORNAMENTALTREES 22 RB Redbud 30 CR Crapemyrtle 57 TY Tree Yaupon 25 MP Mexican Plum 24 NR Nellie R. Stevens Holly 63 WM Wax Myrtle SHRUBS & GROUNDCOVERS Cercis canedensis Lagerstroemia indica 'Tuscarora' Ilex vomitoria Prunus mexicana Ilex'Nellie R. Stevens' Myrica cerifera 30 gal. 8' ht. 3" cal. 30 gal. 8' ht. 3 trunk 3" cal. min. 30 gal. 8' ht. multi -trunk 3" cal. min. 30 gal. 8' ht. 3" cal. 30 gal. 8' ht. 3" cal. 30 gal. 8' ht. 3" cal. 52 WM Dwarf Wax Myrtle Myrica pusilla 5 gal. 36" oc 201 DB Dwarf Burford Holly Ilex cornuta 'Burfordii' nana 5 gal. 36" oc 139 DA Dwarf Abelia Abelia x grandiflora 'Edward Goucher' 5 gal. 36" oc 208 AB Abelia Abelia grandiflora 5 gal. 36" oc 27 RY Red Yucca Hesperaloe parviflora 5 gal. 36" oc 22 TX Texas Sage Leucophyllum frutescens'Silverado' 5 gal. 36" oc 46 PM Pink Muhly Muhlenbergis capillaris 5 gal. 36" oc 48 CS Cherry Sage Salvia greggii 5 gal. 36" oc 47 HD Harbor Dwf. Nandina Nandina ' Harbor Dwarf 1 gal. 24" oc 47 GL Giant Liriope Liriope gigantea 5 gal. 36" oc 57 DIH Dwf. Indian Hawthorne Raphiolepsis indica 'Pinkie' 5 gal. 36" oc 37 BA Barberry Berberis sp. 5 gal. 36" oc 33 NR Nellie R. Stevens Ilex cornuta 'Nellie R Stevens' 5 gal. 36" oc next to dumpster walls 153 DY Dwarf Yaupon Ilex vomitoria 'nana' 5 gal. 36" oc 17 TC Turks Cap Malvaviscus arboreus 1 gal. 24" oc 25 SP Spirea Spirea sp. 5 gal. 36" oc 1,000 AJ Asian Jasmine Trachelospermum asiaticum 1 gal. 18" oc 801 SF SC Seasonal Color To be chosen by owner at time of planting 1 gal. 18" oc 5,420 BBL Big Blue Liriope Liriope muscari 'Big Blue' 1 gal. 18" oc PLANTING HOLE TREE U -BRACKET -- - -_ ROOT ANCHOR TREE TRUNK -'==-=-`---- ROOTBALL TREE ROOTANCHOR U -BRACKET ROOTBALL PLANTING HOLE INTREE STAKE SOLUTIONS LLC 9973 FM 521 ROADROSHARON, TX 77583 PHONE: (281) 778-1400 FAX: (281) 778-1425 Solutions www.treestakesolutions.com UNDISTURBED v�/T SOIL 1. WITH TREE IN A STRAIGHT & PLUMB 2. INSERT 1 OF 3 NAIL STAKES THROUGH EACH OF POSITION, CENTER THE APPROPRIATE ROOT THE U -BRACKETS. NAILS SHOULD REST IN THE ANCHOR SAFETY STAKE AROUND THE TRUNK, UNDISTURBED SOIL AT THE BOTTOM OF THE TREE WITH RINGS LAYING FLAT AGAINST PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE FOOTBALL, U -BRACKETS FACING UP. OF THE ROOTBALL. (FOR HAND OR MACHINE DUG TREES, IT MAY BE NECESSARY TO PENETRATE 1" - 4" OF OUTER AREA OF THE ROOTBALL WITH THE NAIL.) ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART HOR T HOLE UNDISTURBED SOIL 3. NAIL STAKES SHOULD BE DRIVEN STRAIGHT DOWN INTO THE UNDISTURBED SOIL BELOW THE ROOTBALL. THE NAILS ARE NOW CAGING THE ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS THE ROOTBALL DOWN. AFTER THE TREE STAKE IS INSTALLED, A LAYER OF MULCH CAN BE ADDED OVER THE STAKE. REMOVE ROOT ANCHOR AFTER TREE IS ESTABLISHED. ITEM # DESCRIPTION NAIL LENGTH X 3PC INCLUDED ITEM # DESCRIPTION NAIL LENGTH X 3PC (INCLUDED) 5 BG 5 GALLON OR 10" ROOTBALL #4 X 24" 100 BG 95/100 GALLON OR 36" ROOTBALL #5 X 48" 15 BG 10/15 GALLON OR 17" ROOTBALL #4 X 36" 150 BG 150 GALLON OR 42" ROOTBALL #5 X 60" 30 BG 20/30 GALLON OR 22" ROOTBALL #4 X 36" 200 BG 200 GALLON OR 48" ROOTBALL #5 X 72" 45/65 BG 45/65 GALLON OR 27-30" ROOTBALL #4 X 48" 1 300 BG 300 GALLON OR 58" ROOTBALL #5 X 72" CANOPY TREE PLANTING i SCALE: NONE v v 388 0 � o 0 o v v v v o o 0 � v� BRSo g �80 0 s a jRj!1 TOP OF BALL ROOTCROWN 4" MULCH LAYER 1" ABOVE FIN. WATER BASIN GRADEREFER TO ARBOR -GUY IINATIVE SOIL DETAIL FORANCHORING PREPARE SOIL AND FERTILIZE PER SPECS. MULTI -TRUNK PLANTING G SCALE: NONE Jtl.11 TRIANGULAR SPACING SEE PLAN PLAN 4" MULCH LAYER PREPARED SOIL MIX AND FERTILIZER (SEE SPECS) SCARIFY BOTTOM OF PLANTING BED BEFORE PLACING PREPARED MIX 3 SHRUB PLANTING SCALE: NONE 12" r— STEEL EDGING 12" DEPTH OF SECTION TRIANGULAR SPACING PLAN H LAYER 4 GROUNDCOVER PLANTING SCALE: NONE VICINITY MAP N.T.S. s 1 t e integration studio Landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASIA 7529 Cross Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johnftiteint.com www.siteinI scottesitelnt.com ENGINEER ARCHITECT ENGINEERING TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS rail hViNIdIII SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL: DAVID@BROWNDFW.COM BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. -AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES - 312,683 SF CITY: STATE: SOUTLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. TARRANT A.A. FREEMAN SURVEY 522 TEXAS REGISTRATION #14199 F• � 2E o OU LU N W W fr �O w0 Z� } � aQ W W zLU r W = N z aF zo LU WC) U LLO M 0 O W i 1 i H FM 1709-SOU7HLAKE BLVD O [u MKT Z 0 s a SITE ZO F �a� 3 KIMBALL HILL CT �zH 0 U a�a 00 VICINITY MAP N.T.S. s 1 t e integration studio Landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASIA 7529 Cross Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johnftiteint.com www.siteinI scottesitelnt.com ENGINEER ARCHITECT ENGINEERING TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS rail hViNIdIII SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL: DAVID@BROWNDFW.COM BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. -AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES - 312,683 SF CITY: STATE: SOUTLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. TARRANT A.A. FREEMAN SURVEY 522 TEXAS REGISTRATION #14199 F• � 2E o OU LU N W W fr �O w0 Z� } � aQ W W zLU r W = N z aF zo LU WC) U LLO M 0 O W i 1 i H MKT � 00 MKT Z CLC a 01/25/2019 0 �a� a �zH a�a 00 V F M a � o DESIGN: MKT DRAWN: MKT CHECKED: CLC DATE: 01/25/2019 SHEET L-3 File No. 2018-035 CONCRETE r PAVING I I rn r -- z n J U z n Ir rK N 0 00 0 N l.� 0 o w J U ¢ z z n t d o✓ I r) U ¢ f 0 z w U 0 f r.r. w J ¢ dCT) � N D' .. Q 0 wU �00 �oFor LL_ N 1,1 N U CN 6n TREE LEGEND Canopy Trees Chinquapin Oak CE Cedar Elm G]O Bur Oak EBosque Elm Existing trees 0 SO Shumard Oak LO Live oak BC Bald Cypress Ornamental Trees l.. R Crapemyrtle r16 Redbud Nellie R. Stevens Holly a Tree Yaupon P Mexican Plum V V M Wax Myrtle SHRUB LEGEND LANDSCAPE NOTES WM Dwarf Wax Myrtle GL Giant Liriope 1. The project will have an undergound automatic irrigation DB Dwarf Burford Holly DIH Dwf. Indian Hawthorne Yr MALL NIL C]' system to water all new plantings. DA Dwarf Abelia BA Barberry L-1 AB1 Abelia 10 gal. NR Nellie R. Stevens 2, Install 4" layer of shredded hardwood mulch to all planting AS Abelia DY Dwarf Yaupon beds. RY Red Yucca TC Turks Cap TX Texas Sage SP Spirea 3. Install 4" steel edging between all shrub beds and grass PM Pink Muhly AJ Asian Jasmine areas. CS Cherry Sage SC Seasonal Color HD Harbor Dwf. Nandina BBL Big Blue Liriope 4. Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) HATCH LEGEND 5. Shredded hardwood mulch roust contain long strands VICINITY MAP" along with double shred finer material obtained from a N.T.S. local source. + + + 6. Install 4 inches of clean topsoil in all areas of the site disturbed + + + + + + + Seasonal Color by grading and construction operations. Topsoil shall be free + + + + from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and S t integration studio organic percentage. Lord*=" AmbiN cture - Sustainable Sibs Planning - Nalural Remume Assign 7. Solid sod all areas disturbed by construction activities as shown on plan. John F. Murphy, ISISLA 6647 oak Wit Btwd. 512.632.3822 Mobile Tyler, TX 75703 903.533.8848 - Tjrler johrWAteireLcorn 312.589.9584 - Austkt scot osltetnt.com www.5l6 ALCW GRAPHIC SCALE 40 0 20 40 80 1 inch= 40 ft. ENGINEER ENGINEERING TEXAS RECISTRA77ON #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS 517111UN SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST, #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAILDAVID@BROWNDFW.COM BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 571.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 562.95'.. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES - 312,683 SF CITY: STATE: SOUTLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. TARRANT A.A. FREEMAN SURVEY 522 TEXAS REGISTRATION #14199 0 W W z 1� i W 1/25/19 P UJ 0 LU ? N om J X r rj Z w� U LL �o mLU �m DESIGN: FM 1709 - 50 PTHIAKF KWO S DRAWN: w r� G SITE CLC DATE: Yr MALL NIL C]' 0112512019 F U w 8 N L-1 HATCH LEGEND 5. Shredded hardwood mulch roust contain long strands VICINITY MAP" along with double shred finer material obtained from a N.T.S. local source. + + + 6. Install 4 inches of clean topsoil in all areas of the site disturbed + + + + + + + Seasonal Color by grading and construction operations. Topsoil shall be free + + + + from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and S t integration studio organic percentage. Lord*=" AmbiN cture - Sustainable Sibs Planning - Nalural Remume Assign 7. Solid sod all areas disturbed by construction activities as shown on plan. John F. Murphy, ISISLA 6647 oak Wit Btwd. 512.632.3822 Mobile Tyler, TX 75703 903.533.8848 - Tjrler johrWAteireLcorn 312.589.9584 - Austkt scot osltetnt.com www.5l6 ALCW GRAPHIC SCALE 40 0 20 40 80 1 inch= 40 ft. ENGINEER ENGINEERING TEXAS RECISTRA77ON #14199 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS 517111UN SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST, #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAILDAVID@BROWNDFW.COM BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 571.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 562.95'.. SITE PLAN PINNACLE POINT SOUTHLAKE LEGAL DESCRIPTION: LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES - 312,683 SF CITY: STATE: SOUTLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. TARRANT A.A. FREEMAN SURVEY 522 TEXAS REGISTRATION #14199 0 W W z 1� i W 1/25/19 P UJ 0 LU ? N om J X r rj Z w� U LL �o mLU �m DESIGN: MKT DRAWN: MKT CHECKED: CLC DATE: 0112512019 SHEET L-1 File No. 2018-035 C� o I z I Q J z O F - Q W W I U-1 U-1 00 I I / I V) H U.1 Ld N / 0 0 a U U-1 Y Q J F- O N z O m U-1 J U Q z z a_ O I a Y L17 0 I 00 04 I N I �w� of wa0a 0 0) ofcO of O a O / M F - _j Ld .— Ld \fy\ w ao d Co Ict N / N o mui > z Q O Q H O N I- 000 V) J J O a a- a- J J \ Chin Po and wife, \ Whey -Ping Po Doc. No. D199137355 O.P.R.T.C.T. \ Y� }y�� N89°53' 1 .57_ 11 -/"JJ V° J o o 0 F_ ld. 0 0 0 (DUM0 1225 1224 1223 I "22 30' SIDE YARD SETBACK DOC. NO. D217057810� P.R.T.C.T. t0 I 0 CO DRAINAGE & UTILITY EASEMENT DOIC. NO. D217057810 I P.R.T.C.T. lu -� li] Howard E. Carr, Jr. and Valerie Carr, Trustees, or their successors in trust underthe Val & Howard Carr Living Trust, dated February 4, 2014 Doc. No. D214024121 .R.T.0 cr�� 149.2 �" — — 0 N85°36'46"E — � M O f h - llA' JJ O O ------------- ---- ---------------------- 0 ---------- --------- I oO12IT 1A 1 UT i0 6 299 IWO MEL- IVA Lot 1-R-3, Block 1 Georgetown Park Cabinet A, Slide 4041 P.R.T.C.T.LLJ — N89°26'46"E 498.89' — — — — — — I 24' DIRELANE, UTILITY, DRAINAGE & ACCESS EASEMENT DOC, NO, D217057810 P.R.T.C.T, 2 1S.F. - 9.00 72 PARKING SPACES PROVIDED 1 ' UTI ITY EASEMENT ® D 217 578 EGET VI G 667 I l / / 6T 58 8" PVC N89°27'05"E 819.47' QQ. _05.7 SD SD �- T 1, C CRETE AVING SS Ss SS �� \ 669 RIM= SS — I — SS SS — — — — — — / — — i CONCRETE PAVING IcV -676 CONCRETE E ° / 90 /.a - = 669 - 1 �- / I -nc --- - -- - -- 3 r --- -- I / � '� • •:: 3 8 � �91� •673- - / f.'1l 672- / o \ 666 894 9I 2 ° 1 -1,0 ,rr�� • I 8" Pvc ..'�' 3 W CO CONCRETE I GUTTER � DRAI UT EA ENT / \ DO D21705 \ I,, 0 COCO 17 o� I I 667 Ir 00 _ CL \ M LL =O \ LO I I I I I 30 86AOCK / or M r cc N / X 4 M o Z I4 \ \ 6 LU \ \ 1p ` if ImZ I \ >> 4 LC 0 ¢Z o U)° \ 674 / U 0 I 6' y PI o 0 u / = 70.3 678- 1 / 6T6---- - ---676- 675- 674 75-674 xo 100' BUILDING LINE VOL. 388-129, PG. 39 P.R.T.C.T. I I I — � ° ° \ —_��� ora <0 U3 SF LOT 3R-1 =6b7.50 2.39 AC OR 104,280 SF �' �b ^ 6, J LU � - Gf�° II 52 Z.J� � � I 0 \ — / 0 o o w CID (DE: 9"W � / \ 0 60, / I OT -680- co I 1-127,695 LOT 3R-2 ' ,"I co_ //M o / FF`E� 77.75 � ��� � co 2.55 AC OR 110,982 SF �� -1 7677 00 c o lip Ij - . 677 677 BMW IDE YARD SETBACK VOL. 388-129, PG. 39 P.R.T.C.T.� 15' SIDE YARD DOC. NO. D217057810 P.R.T.C.T. 9 \ C.0 i 677 677 \ \ \ o jj 7i 7i ' _U lJ \ FL —FL 6NI �c9 �c9 y<L S89°27'05"W 819.76' SO°34'11 "E S89°25'49"W 41.49' 99.62' 300' REAR YARD SETBACK VOL. 388-129, PG. 39 P.R.T.C.T. / 0 880 I I I I I I I I I co Richard Wayne Williams ar I I N Ronald Eugene Williams I I Doc. No. D209130872 I I O.P.R.T.C.T. I I I I I [3J12 I I � II— CO N M i�1 I / I I VT T7r FA / / / 1 / X68 s / / LOT 3R-3 2.24ffi-P6�k7�18 SF 27,071 SF FFE=681.00co FA N/ / / / / 12 / M �e° I I / / x / 1 / 1 FL d'o' o / �o M 0 I I s0o v I M. C§ COMMON ACCESS EASEMENT GRAPHIC SCALE 40 0 20 40 80LdUo 1 inch = 40 ft.VjL I FM 1709-SOUTHLAKE BLVD O SITE w Q J � m o � O Y O Q o W KIMBALL HILL CT �o U w � � o � z w = O U U Z J VICINITY MAP N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED Ifs I� I� LIMITS OF PROPOSED GRADING TREE PRESERVATION SUMMARY GROSS SITE AREA 312,680 SF EXISTING CANOPY TREE 154,878 SF 25.10% SF TOTAL AREA EXISTING TREE CANOPY 104,158 SF 67.25% TO BE REMOVED EXISTING TREE CANOPY 50,720 SF 32.75% TO REMAIN DOC. NO. D217057810 -NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE P.R.T. C.T. LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY 10' REAR YARD SETBACK /JDOC. NO. D217057810 TREE REPLACEMENT &PROTECTION P.R.T.C.T. PROCEDURES FOR THE CITY OF SOUTHLAKE SEE SEC. 9.5.379 -TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. i r - - � 600 682 � If� FUTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS ENGINEER OWNER TEXAS REGISTRATION #14199 SP SOUTHLAKE -KIMBALL LLC 1903 CENTRAL DRIVE 800 E. 96TH ST. #175 SUITE #406 INDIANAPOLIS, IN 46240 BEDFORD, TX 76034 PH. 214.506.3205 PH. 817.281.0572 EMAIL:DAVID@BROWNDFW.COM CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - .i � zap 667 I l / / 6T 58 8" PVC N89°27'05"E 819.47' QQ. _05.7 SD SD �- T 1, C CRETE AVING SS Ss SS �� \ 669 RIM= SS — I — SS SS — — — — — — / — — i CONCRETE PAVING IcV -676 CONCRETE E ° / 90 /.a - = 669 - 1 �- / I -nc --- - -- - -- 3 r --- -- I / � '� • •:: 3 8 � �91� •673- - / f.'1l 672- / o \ 666 894 9I 2 ° 1 -1,0 ,rr�� • I 8" Pvc ..'�' 3 W CO CONCRETE I GUTTER � DRAI UT EA ENT / \ DO D21705 \ I,, 0 COCO 17 o� I I 667 Ir 00 _ CL \ M LL =O \ LO I I I I I 30 86AOCK / or M r cc N / X 4 M o Z I4 \ \ 6 LU \ \ 1p ` if ImZ I \ >> 4 LC 0 ¢Z o U)° \ 674 / U 0 I 6' y PI o 0 u / = 70.3 678- 1 / 6T6---- - ---676- 675- 674 75-674 xo 100' BUILDING LINE VOL. 388-129, PG. 39 P.R.T.C.T. I I I — � ° ° \ —_��� ora <0 U3 SF LOT 3R-1 =6b7.50 2.39 AC OR 104,280 SF �' �b ^ 6, J LU � - Gf�° II 52 Z.J� � � I 0 \ — / 0 o o w CID (DE: 9"W � / \ 0 60, / I OT -680- co I 1-127,695 LOT 3R-2 ' ,"I co_ //M o / FF`E� 77.75 � ��� � co 2.55 AC OR 110,982 SF �� -1 7677 00 c o lip Ij - . 677 677 BMW IDE YARD SETBACK VOL. 388-129, PG. 39 P.R.T.C.T.� 15' SIDE YARD DOC. NO. D217057810 P.R.T.C.T. 9 \ C.0 i 677 677 \ \ \ o jj 7i 7i ' _U lJ \ FL —FL 6NI �c9 �c9 y<L S89°27'05"W 819.76' SO°34'11 "E S89°25'49"W 41.49' 99.62' 300' REAR YARD SETBACK VOL. 388-129, PG. 39 P.R.T.C.T. / 0 880 I I I I I I I I I co Richard Wayne Williams ar I I N Ronald Eugene Williams I I Doc. No. D209130872 I I O.P.R.T.C.T. I I I I I [3J12 I I � II— CO N M i�1 I / I I VT T7r FA / / / 1 / X68 s / / LOT 3R-3 2.24ffi-P6�k7�18 SF 27,071 SF FFE=681.00co FA N/ / / / / 12 / M �e° I I / / x / 1 / 1 FL d'o' o / �o M 0 I I s0o v I M. C§ COMMON ACCESS EASEMENT GRAPHIC SCALE 40 0 20 40 80LdUo 1 inch = 40 ft.VjL I FM 1709-SOUTHLAKE BLVD O SITE w Q J � m o � O Y O Q o W KIMBALL HILL CT �o U w � � o � z w = O U U Z J VICINITY MAP N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED Ifs I� I� LIMITS OF PROPOSED GRADING TREE PRESERVATION SUMMARY GROSS SITE AREA 312,680 SF EXISTING CANOPY TREE 154,878 SF 25.10% SF TOTAL AREA EXISTING TREE CANOPY 104,158 SF 67.25% TO BE REMOVED EXISTING TREE CANOPY 50,720 SF 32.75% TO REMAIN DOC. NO. D217057810 -NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE P.R.T. C.T. LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY 10' REAR YARD SETBACK /JDOC. NO. D217057810 TREE REPLACEMENT &PROTECTION P.R.T.C.T. PROCEDURES FOR THE CITY OF SOUTHLAKE SEE SEC. 9.5.379 -TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. i r - - � 600 682 � If� FUTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS ENGINEER OWNER TEXAS REGISTRATION #14199 SP SOUTHLAKE -KIMBALL LLC 1903 CENTRAL DRIVE 800 E. 96TH ST. #175 SUITE #406 INDIANAPOLIS, IN 46240 BEDFORD, TX 76034 PH. 214.506.3205 PH. 817.281.0572 EMAIL:DAVID@BROWNDFW.COM CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - .i � zap COMMON ACCESS EASEMENT GRAPHIC SCALE 40 0 20 40 80LdUo 1 inch = 40 ft.VjL I FM 1709-SOUTHLAKE BLVD O SITE w Q J � m o � O Y O Q o W KIMBALL HILL CT �o U w � � o � z w = O U U Z J VICINITY MAP N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED Ifs I� I� LIMITS OF PROPOSED GRADING TREE PRESERVATION SUMMARY GROSS SITE AREA 312,680 SF EXISTING CANOPY TREE 154,878 SF 25.10% SF TOTAL AREA EXISTING TREE CANOPY 104,158 SF 67.25% TO BE REMOVED EXISTING TREE CANOPY 50,720 SF 32.75% TO REMAIN DOC. NO. D217057810 -NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE P.R.T. C.T. LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY 10' REAR YARD SETBACK /JDOC. NO. D217057810 TREE REPLACEMENT &PROTECTION P.R.T.C.T. PROCEDURES FOR THE CITY OF SOUTHLAKE SEE SEC. 9.5.379 -TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. i r - - � 600 682 � If� FUTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS ENGINEER OWNER TEXAS REGISTRATION #14199 SP SOUTHLAKE -KIMBALL LLC 1903 CENTRAL DRIVE 800 E. 96TH ST. #175 SUITE #406 INDIANAPOLIS, IN 46240 BEDFORD, TX 76034 PH. 214.506.3205 PH. 817.281.0572 EMAIL:DAVID@BROWNDFW.COM CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - .i � zap M � a o o z W � UO LL M � m VICINITY MAP N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED Ifs I� I� LIMITS OF PROPOSED GRADING TREE PRESERVATION SUMMARY GROSS SITE AREA 312,680 SF EXISTING CANOPY TREE 154,878 SF 25.10% SF TOTAL AREA EXISTING TREE CANOPY 104,158 SF 67.25% TO BE REMOVED EXISTING TREE CANOPY 50,720 SF 32.75% TO REMAIN DOC. NO. D217057810 -NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE P.R.T. C.T. LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY 10' REAR YARD SETBACK /JDOC. NO. D217057810 TREE REPLACEMENT &PROTECTION P.R.T.C.T. PROCEDURES FOR THE CITY OF SOUTHLAKE SEE SEC. 9.5.379 -TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. i r - - � 600 682 � If� FUTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS ENGINEER OWNER TEXAS REGISTRATION #14199 SP SOUTHLAKE -KIMBALL LLC 1903 CENTRAL DRIVE 800 E. 96TH ST. #175 SUITE #406 INDIANAPOLIS, IN 46240 BEDFORD, TX 76034 PH. 214.506.3205 PH. 817.281.0572 EMAIL:DAVID@BROWNDFW.COM CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - .i TREE PRESERVATION SUMMARY GROSS SITE AREA 312,680 SF EXISTING CANOPY TREE 154,878 SF 25.10% SF TOTAL AREA EXISTING TREE CANOPY 104,158 SF 67.25% TO BE REMOVED EXISTING TREE CANOPY 50,720 SF 32.75% TO REMAIN DOC. NO. D217057810 -NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE P.R.T. C.T. LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY 10' REAR YARD SETBACK /JDOC. NO. D217057810 TREE REPLACEMENT &PROTECTION P.R.T.C.T. PROCEDURES FOR THE CITY OF SOUTHLAKE SEE SEC. 9.5.379 -TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. i r - - � 600 682 � If� FUTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS ENGINEER OWNER TEXAS REGISTRATION #14199 SP SOUTHLAKE -KIMBALL LLC 1903 CENTRAL DRIVE 800 E. 96TH ST. #175 SUITE #406 INDIANAPOLIS, IN 46240 BEDFORD, TX 76034 PH. 214.506.3205 PH. 817.281.0572 EMAIL:DAVID@BROWNDFW.COM CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - .i � zap NO. D217057810 TREE REPLACEMENT &PROTECTION P.R.T.C.T. PROCEDURES FOR THE CITY OF SOUTHLAKE SEE SEC. 9.5.379 -TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. i r - - � 600 682 � If� FUTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS ENGINEER OWNER TEXAS REGISTRATION #14199 SP SOUTHLAKE -KIMBALL LLC 1903 CENTRAL DRIVE 800 E. 96TH ST. #175 SUITE #406 INDIANAPOLIS, IN 46240 BEDFORD, TX 76034 PH. 214.506.3205 PH. 817.281.0572 EMAIL:DAVID@BROWNDFW.COM CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - .i � zap i r - - � 600 682 � If� FUTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT GUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT: PAUL LOWERS ENGINEER OWNER TEXAS REGISTRATION #14199 SP SOUTHLAKE -KIMBALL LLC 1903 CENTRAL DRIVE 800 E. 96TH ST. #175 SUITE #406 INDIANAPOLIS, IN 46240 BEDFORD, TX 76034 PH. 214.506.3205 PH. 817.281.0572 EMAIL:DAVID@BROWNDFW.COM CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - .i � zap M CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM Ilf, F9 BENCHMARK: - AN "X" CUT FOUND ON CONCRETE WITHIN S. — — KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'. - AN "X" CUT FOUND ON CONCRETE WITHIN S. KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 662.95'. CITY MONUMENT: - MONUMENT #40. WGS 84 POSITION. LATITUDE: 325628.25340 LONGITUDE: 970659.77550 ELLIP HGHT: 555.84 TEXAS REGISTRATION #14199 00 �O N Z W W �O WO LL J - U W Z� w ao o� J x ILLJ LU - P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No109800 Date Ol /25/2019 F I� W OMQ c .i � zap M � a o o z W � UO LL M � m P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No109800 Date Ol /25/2019 F I� W OMQ c I� O N r� hal h� r�I h� DESIGN: MKT DRAWN: MKT CHECKED: CLC DATE: 01/25/2019 SHEET C-18 File No. 2018-035 CASE NO.: ZA18-0014 .i � zap M � a o I� O N r� hal h� r�I h� DESIGN: MKT DRAWN: MKT CHECKED: CLC DATE: 01/25/2019 SHEET C-18 File No. 2018-035 CASE NO.: ZA18-0014 � N N Q V1 Z d m Q >Z U Z Z_ O O � N Z O O � Z J w w U S S Q � ~ w N S H E 48'-0" 12'-0" 46'-0" 35'-0" 58'-0" 35'-0" 57'-10" 24'-0" 21'-0" 18'-0" 8'-0" 0 48'-0" 58'-0" SOUTH ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" 48'-0" n1 EAST ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" B49'-0" 4'-103/4 5'-0" 22'-0" 32'-0" 48'-0" 14'-11" 14'-11" 35'-0" 24'-0" 21" }'-0 18'-0" 8'-0" LEVEL 1 mm• ON EXTERIOR MATERIALS Number Comment 58'-0" 1 NATURAL STONE VENEER W/ CAST STONE CAP 2 SMOOTH STONE VENEER W/ CAST STONE CAP 3 WOOD LOOK TILE VENEER W/ LOW PROFILE PRE -FINISHED METAL COPING, DARK BRONZE FINISH 4 ALUMINUM AND GLASS STOREFRONT W/ S.S. METAL ROOF CANOPY, DARK BRONZE FINISH 5 ALUMINUM AND GLASS STOREFRONT, DARK BRONZE FINISH 6 CONCRETE TILT WALL W/ BOARD FINISH, PAINTED 7 PRE -FINISHED MTL COLLECTOR HEAD AND DOWNSPOUT, DARK BRONZE FINISH 3 -0,. EAST ELEVATION _, IL MASONRY REQUIREMENTS 0 W MASONRY SMOOTH LIMESTONE 400 SF CUT STONE 1,127 SF WOOD LOOK TILE 226 SF Wryo TOTAL 1,753 SF (100%) 5'-0" 35'-0" 5'-0" 48'-0" mm• 35'-0" 57'-10" "0-'8-V „ 0-,Z£ .0-,S6 n1 WEST ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" 5'-0" 35'-0" 5'-0" 22'-0" 53'-0" 1'-2" 14'-0" ll_ LEVEL 1- 0" SOUTH ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 2,610 SF CUT STONE 1,204 SF o WOOD LOOK TILE 1,174 SF TOTAL 4,988 SF (100%) n1 -2 15'-0" 24'-0" 21'-0" 18'-0" 8'-0" LEVEL 1� 0" 3 1 WEST ELEVATION MASONRY REQUIREMENTS r m MASONRY SMOOTH LIMESTONE 400 SF CUT STONE 1,127 SF WOOD LOOK TILE 217 SF „OT -,£T „Z- T TOTAL 11744 SF (100%) 24'-0" 21'-0" I 10'-0" --- --- — LEVEL01� 2 7 4 7 6 4 2 7 4 4 6 7 2 7 4 49'-0" 58'-0" A � NORTH ELEVATION AND P A �RT I AL PLAN 3/32" = 1'-0" 107 N 7t 00 0 N N 35'-0" 293'-0" 58'-0" 35'-0" 56-10" NORTH ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 3,604 SF CUT STONE 28 SF PAINTED TILT WALL 2,888 SF ir1 TOTAL 6,520 SF (100%) � 1 I 2 I 3 I 4 I 5 I 6 GUIDE Architecture, LLC 2001 N Lamar Street Dallas TX 75202 1.214.960.9773 — M D CIO N oc w Z Wryo � a Q 2 } r)z a z o O z w o U °° Q z z Q LU I— L1J Q 0 V) �O ARCHITECTS NAMEREG NUMBER A SUBMISSION DATE Project Number 18007 Drawn Author Checked Checker Approved Approver COUNCIL REVIEW - BUILDING 3 SHEET A9.02 GUIDE Architecture, LLC. � N N Q V1 Z d m Q >Z U Z Z_ O O _ N Z O O � Z J w w U S S Q � ~ w N S H E 48'-0" 12'-0" Ilk 1 5 2 5 46'-0" 35'-0" 0 48'-0" 58'-0" 35'-0" D SOUTH ELEVATIONAND PARTIALPLAN 3/32" = 1'-0" 15'-0" 22'-0" 10'-0" 44'-0" 15'-0" 321-011 EAST ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" 0� w N 0 w 44'-0" 5'-0" 58'-0" mm• 58'-0" 320'-0" ON EXTERIOR MATERIALS Number Comment 1 NATURAL STONE VENEER W/ CAST STONE CAP 2 SMOOTH STONE VENEER W/ CAST STONE CAP 3 WOOD LOOK TILE VENEER W/ LOW PROFILE PRE -FINISHED METAL COPING, DARK BRONZE FINISH 4 ALUMINUM AND GLASS STOREFRONT W/ S.S. METAL ROOF CANOPY, DARK BRONZE FINISH 5 ALUMINUM AND GLASS STOREFRONT, DARK BRONZE FINISH 6 CONCRETE TILT WALL W/ BOARD FINISH, PAINTED 7 PRE -FINISHED MTL COLLECTOR HEAD AND DOWNSPOUT, DARK BRONZE FINISH LEVEL 1 0" EAST ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 400 SF CUT STONE 1,054 SF WOOD LOOK TILE 240 SF TOTAL 1,694 SF (100%) 35'-0" 35'-0" 58'-0" 58'-0" 44'-0" 10'-0" 22'-0" 15'-0" 28'-0" 21'-0" 18'-0" 8'-0" ML A LEVEL 1 0" 2 SOUTH ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 2,634 SF 281-0" CUT STONE 1,184 SF WOOD LOOK TILE 1,600 SF TOTAL 5,418 SF (100%) .,O -,T6 n1 WEST ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" 31'4" 5'-0" 35'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 48'-0" 5'-0" 35'-0" L L L L L L L L L L 34'-10" 00'-_ NORTH ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" 35'-0" i 58'-0" 35'-0" 315'-0" 5'-0" „0-, Z £ 53'-0" „OT -,£T „Z -IT 35'-0" 56-10" 0 :VEL 1 0" WEST ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 400 SF CUT STONE 1,054 SF WOOD LOOK TILE 400 SF TOTAL 1,694 SF (100%) 24'-0" 21'-0" 18'-0" 10'-0" LEVEL 0" NORTH ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 4,265 SF CUT STONE 56 SF PAINTED TILT WALL 2,538 SF TOTAL 6,859 SF (100%) 1 � 2 � 3 � 4 � 5 � 6 GUIDE Architecture, LLC 2001 N Lamar Street Dallas TX 75202 1.214.960.9773 Q W LI J Q 0 V) LO ARCHITECTS NAMEREG NUMBER SUBMISSION DATE Project Number 18007 Drawn Author Checked Checker Approved Approver COUNCIL REVIEW - BUILDING 4 SHEET A9.02 GUIDE Architecture, LLC. 0 J CIO �C W Z W � a Q 2 } r) z a z o O z w o ry U °° Q z z Q W LI J Q 0 V) LO ARCHITECTS NAMEREG NUMBER SUBMISSION DATE Project Number 18007 Drawn Author Checked Checker Approved Approver COUNCIL REVIEW - BUILDING 4 SHEET A9.02 GUIDE Architecture, LLC. E 48'-0" 1 5 4'-10 3/4" 0 D48'-0" n1 SOUTH ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" 12'-0" ■ O 46'-0" 58'-0" 0 00 00 0 N N EAST ELEVATION AND PARTIAL PLAN 35'-0" 35'-0" 281'-0" 58'-0" m m• ON EXTERIOR MATERIALS Number Comment 1 NATURAL STONE VENEER W/ CAST STONE CAP 2 SMOOTH STONE VENEER W/ CAST STONE CAP 3 WOOD LOOK TILE VENEER W/ LOW PROFILE PRE -FINISHED METAL COPING, DARK BRONZE FINISH 4 ALUMINUM AND GLASS STOREFRONT W/ S.S. METAL ROOF CANOPY, DARK BRONZE FINISH 5 ALUMINUM AND GLASS STOREFRONT, DARK BRONZE FINISH 6 CONCRETE TILT WALL W/ BOARD FINISH, PAINTED 7 PRE -FINISHED MTL COLLECTOR HEAD AND DOWNSPOUT, DARK BRONZE FINISH EAST ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 400 SF CUT STONE 1,164 SF WOOD LOOK TILE 326 SF TOTAL 1,890 SF (100% 58'-0" „0 S 35'-0" 35'-0" "0-'8V WEST ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" U 3/32" = 1'-0" „0 -,TOT 47'-0" 45'-10" 37'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 53'-0" 6 4 7 4'-10 3/4" 37'-0" NORTH ELEVATION AND PARTIAL PLAN 3/32" = 1'-0" 58'-0" 35'-0" 281'-0" 35'-0" 0 r1'-2" 24'-0" 21'-0" 14'-0" LEVEL 1 0" SOUTH ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 2,634 SF CUT STONE 1,248 SF WOOD LOOK TILE 1,160 SF TOTAL 5,042 SF (100% 24'-0" 21'-0" 18'-0" LEVEL0" 3 1 WEST ELEVATION MASONRY REQUIREMENTS o MASONRY �I SMOOTH LIMESTONE 400 SF CUT STONE 1,164 SF WOOD LOOK TILE 326 SF „0T -,6T „Z- T TOTAL 1,890 SF (100%) 24'-0" 21'-0" 18'-0" 10'-0" - - LEVEL_ 0" 2 7 4 1 NORTH ELEVATION MASONRY REQUIREMENTS MASONRY SMOOTH LIMESTONE 3,604 SF CUT STONE 28 SF PAINTED TILT WALL 2,576 SF 56'-10" 1'-2" TOTAL 6,208 SF (100%) 1 � 2 � 3 � 4 � 5 � 6 GUIDE Architecture, LLC 2001 N Lamar Street Dallas TX 75202 1.214.960.9773 Ln 0 J m �C W Z W � a Q 2 } r)z a z o O z w o U °° Q z z Q LLJ 1— L1J Q 0 V) LO ARCHITECTS NAMEREG NUMBER SUBMISSION DATE Project Number 18007 Drawn Author Checked Checker Approved Approver COUNCIL REVIEW - BUILDING 5 SHEET A9.02 GUIDE Architecture, LLC. c� 0 m x W F - z Q 0 W Of LL I U U) H W W 2 V) a U W Y a J 2 H D O U) H Z_ O W W J U a z z m IK ry Q Y A TW �i A�1 O N V) H U g W Lli CL U O ry W % m N (n J rn U W — W 2 O N O D\ry WLOn Q \� � � N m Lli Z Q O LLJ O H 000 J J O CL 0- J CASE NO.: ZA18-0014