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Item 6D - PlansN/A PROJECT LOCATION NAME: CLAFFEY POOLS ADDRESS: 1625 BRUMLOW AVENUE SOUTHLAKE,TX 76092 CONTACT: BRIAN CLAFFEY PHONE: 817.488.5795 .IDM 7 NAME: CLAFFEY POOLS ADDRESS: 1625 BRUMLOW AVENUE ADDRESS: SOUTHLAKE,TX 76092 CONTACT: BRIAN CLAFFEY PHONE: 817.488.5795 ARCHITECT OF RECORD STRUCTURAL NAME: FWN&A STRUCTURAL ENGINEERING ADDRESS: 1015 W. BROADWAY FORTHWORTH, TEXAS 76104 CONTACT: CHRIS EGGLESTON PHONE: 817.332.1944 LANDSCAPE ARCHITECT NAME: BRYAN L. LYNESS ADDRESS: P.O. BOX 1808 KELLER,TX 76244 CONTACT: THOMAS HOOVER PHONE: 817.913.1350 ON SITE CONTACT NAME: LAURA BAIAMONTE , AIA / THIEL & THIEL, INC. NAME: CLAFFEY POOLS ADDRESS: 1700 TENNISON SUITE 100 ADDRESS: 1625 BRUMLOW AVENUE C-4 COLLEYVILLE, TX 76034 C-5 SOUTHLAKE,TX 76092 CONTACT: LAURA BAIAMONTE, STEPHANIE FARMER CONTACT: BRIAN CLAFFEY PHONE: 817-581-3838 PHONE: 817.488.5795 CIVIL NAME: THOMAS HOOVER ENGINEERING, LLC ADDRESS: P.O. BOX 1808 KELLER,TX 76244 CONTACT: THOMAS HOOVER PHONE: 817.913.1350 GENERAL CONTRACTOR NAME: CLAFFEY POOLS ADDRESS: 1625 BRUMLOW AVENUE SOUTHLAKE,TX 76092 CONTACT: BRIAN CLAFFEY PHONE: 817.488.5795 • CURRENT CODES: LOT SIZE ZONNING MINIMUM SETBACKS 2018 IBC 2018 IECC 2018 IFC 2018 IRC 2018 IPMC TABS2019017276 SITE PLAN SUBMITTAL 2018 IMC 2018 IFGC 2018 IPC 2018 IEBC 2018 ISPC 87,104 S.F. (PER SURVEY) I1 FRONT REAR SIDE 30' 10' i 15' MAXIMUM LOT COVERAGE 50% PER CODE: MAXIMUM IMPERVIOUS 85% COVERAGE PER CODE: EXISTING BUILDING INFO: NEW BUILDING COVERAGE BUILDING TYPE: 5B OCCUPANCY TYPE: BUSINESS NUMBER OF FLOORS: SINGLE STOREY TOTAL SQUARE FEET: 7,350 SF REFER TO CIVIL PLANS NEW IMPERVIOUS COVERAGE: REFER TO CIVIL PLANS NEW TOTAL AREA: REFER TO CIVIL PLANS PARKING REQUIREMENTS: REFER TO CIVIL PLANS FOR EXISTING BUILDING + NEW BUILDINGS PARKING SPACES PROVIDED: REFER TO CIVIL PLANS ANTICIPATED SCHEDULED DEVELOPMENT: REFER TO CIVIL PLANS SHEET NUMBER LANDSCAPE LS -1 OVERALL LANDSCAPE LS -1 OVERALL LANDSCAPE (COLOR RENDERED) CIVIL ENGINEER C-1 OVERALL SITE PLAN C-2 OVERALL GRADING C-3 OVERALL DRAINAGE C-4 OVERALL UTILITIES PLAN C-5 LANDSCAPE RETAINING WALL LAYOUT PLAN LANDSCAPE LS -1 OVERALL LANDSCAPE LS -1 OVERALL LANDSCAPE (COLOR RENDERED) LOCATION MAP CODE INFORMATION GENERAL NOTES SHEET INDEX 4 3 2 1 N/A N/A N/A N/A THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www. hielandthieIsom ARCHITECTURE A-1 GENERAL INFORMATION A-2 GENERAL SITE SURVEY A-3 GENERAL SITE SECTION/ELEVATIONS A-3.1 BUILDING ELEVATIONS A-3.2 BUILDING ELEVATIONS A-3.3 BUILDING ELEVATIONS A-3.4 BUILDING ELEVATIONS A-4 SITE AERIAL VIEWS STRUCTURAL S-1.2 LANDSCAPE RETAINING WALL DETAIL LOCATION MAP CODE INFORMATION GENERAL NOTES SHEET INDEX 4 3 2 1 N/A N/A N/A N/A THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www. hielandthieIsom C44 J H wrn 0 >CD Li 0 Q ,� z0 7> -Lu W W z �Q LL Q m J ry LL a L CVD J LLJ_ �� May 19, 2020 SHEET TITLE GENERAL INFORMATION SHEET NUMBER I W O W 0 0 C44 J H wrn 0 >CD Li 0 Q ,� z0 7> -Lu W W z �Q LL Q m J ry LL a L CVD J LLJ_ �� May 19, 2020 SHEET TITLE GENERAL INFORMATION SHEET NUMBER CONTINENTAL SUMMARY CHART - BUFFERYARDS —L-�, REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH/TYPE CANOPY TREES ACCENT TREES SHRUBS w z REQUIRED 592' 10'—F1 to � 36 48 F1 o � w 592' 10'—F1 19,476 ± SF O O m 30 8' OPAQUE EAST — 3' 150' 5'-A EX. FH 2 1— 12 ±666 L.F. PROP FH PROVIDED 150' 5'—A ±360 L.F. 1 EX 7 20 C5 SOUTH — EX. 571' 5'-A 4 TOTAL 6 12 46 N/A 19' PROVIDED 571' 5'—A OJ S 3 EX 15 � 8' OPAQUE WEST — REQUIRED 100' 10'—D 4 5 18 C PROVIDED w CREEK o 4 5 0 N/A TOTAL REQUIRED m G 56 124 TOTAL PROVIDED � 56 176 *NOTE ANY CREDITS USED IN CALCULATIONS: USING 4 EXISTING TREES 1:1 OTHER COMMENTS: THE LANDSCAPE AROUND THE PROPERTY BOUNDARY GROWTH, AND TO BETTER FILL OUT STC FIRE HYDRANT LOCATION MAP SCALE: 1"=1000' SEE SHEET LS -1 FOR DETAIL. PROPOSED 8' MASONRY SCREENING WALL (PERMIT #CFENC 19-0002) BALLA C. WRIGHT INSTA. NO. D21804714 ZONING - (AG) FUTURE LAND USE - INDUSTRIAL/MIXED USE 1/2" oyA C M ' 1 T l r l r �' � rl' , r 7 � � l E: l 1 T I .I T oesl/1 '�� 'l' 1, I/l 'lI 145.9 �// ' ' VAULT ,/// ,/�; o'S/, /.,, J� / ' �/� EX1SIWG— —EXISTING - J/' o mPb /, 15 BUILDING SETBACK BUILDING BUILDING mP� OFFICE (STORAGE) " ,/, (OFFICE) 13.7 SITE DATA SUMMARY TABLE SUMMARY CHART - BUFFERYARDS LOCATION/ LENGTH OF BASE LINE REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH/TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/SCREENING HEIGHT & MATERIAL NORTH — REQUIRED 592' 10'—F1 4,236 ± SF 18 36 48 F1 8.44% PROVIDED 592' 10'—F1 19,476 ± SF 15 29 30 8' OPAQUE EAST — REQUIRED 150' 5'-A 77.6% 2 3 12 N/A 21 PROVIDED 150' 5'—A 5 1 EX 7 20 8' OPAQUE SOUTH — REQUIRED 571' 5'-A 4 TOTAL 6 12 46 N/A 19' PROVIDED 571' 5'—A 6 3 EX 15 126 8' OPAQUE WEST — REQUIRED 100' 10'—D 4 5 18 N/A PROVIDED 100' 10—D 4 5 0 N/A TOTAL REQUIRED 30 56 124 TOTAL PROVIDED 30 56 176 *NOTE ANY CREDITS USED IN CALCULATIONS: USING 4 EXISTING TREES 1:1 OTHER COMMENTS: THE LANDSCAPE AROUND THE PROPERTY BOUNDARY GROWTH, AND TO BETTER FILL OUT PLAN SPREADS THE REQUIRED BUFFERYARD PLANTINGS TO ADEQUATELY SPACE THE REQUIRED PLANTINGS FOR THE BUFFERYARDS WITH VEGETATION. SEE SHEET LS -1 FOR DETAIL. PROPOSED 8' MASONRY SCREENING WALL (PERMIT #CFENC 19-0002) BALLA C. WRIGHT INSTA. NO. D21804714 ZONING - (AG) FUTURE LAND USE - INDUSTRIAL/MIXED USE 1/2" oyA C M ' 1 T l r l r �' � rl' , r 7 � � l E: l 1 T I .I T oesl/1 '�� 'l' 1, I/l 'lI 145.9 �// ' ' VAULT ,/// ,/�; o'S/, /.,, J� / ' �/� EX1SIWG— —EXISTING - J/' o mPb /, 15 BUILDING SETBACK BUILDING BUILDING mP� OFFICE (STORAGE) " ,/, (OFFICE) 13.7 SITE DATA SUMMARY TABLE CHART - EXISTING PROPOSED ZONING 1-1 — LIGHT INDUSTRIAL 1-1 — LIGHT INDUSTRIAL LOT AREA 87,104 SF/ 2.0 ACRES 87,104 SF/ 2.0 ACRES TOTAL BUILDING SQAURE FOOTAGE 7,530 ± SF 7,582 ± SF BUILDING SQUARE FOOTAGE — OFFICE 6,070 ± SF 4,236 ± SF BUILDING SQUARE FOOTAGE — STORAGE 1,460 ± SF 3,346 ± SF BUILDING FOOTPRINT PERCENTAGE 8.44% 8.70% OPEN SPACE FOOTAGE 15,604 ± SF 19,476 ± SF OPEN SPACE PERCENTAGE 17.9% 22.4% IMPERVIOUS COVERAGE SQUARE FOOTAGE 71,500 ± SF 67,628 ± SF % IMPERVIOUS COVERAGE 82.1% 77.6% % AREA OF OUTSIDE STORAGE 39,200 sf — 45.0% 18,419 sf — 21.1 % PARKING REQUIRED — OFFICE (1:300) 21 15 PARKING REQUIRED — STORAGE (1:1000) 2 4 PARKING PROVIDED 40 46 TOTAL HANDICAP PARKING REQUIRED 1 2 HANDICAP PARKING PROVIDED 2 4 TOTAL BUILDING HEIGHT — OFFICE VARIES 15' — 19' 19'-6" BUILDING HEIGHT — STORAGE 19' 19'-2" LAND USE DESIGNATION INDUSTRIAL/MIXED USE INDUSTRIAL/MIXED USE CONSTRUCTION TIMELINE START 9-1-20 END 2-1-21 PROPOSED 300'R FROM PROPOSED FH PROPOSED 5' TALL CHAIN LINK FENCE W/ PRIVACY SLATS LOCATION MAP SCALE: 1"=1000' REMOVE 1300± PROPOSED 200± SQUARE FEET OF EXIST. CONCRETE N�9025'36"E 592.30' FOOT HOSE LAY r I l ,TI 7 / I/J »/! , , l 7 I/l l / l !/ �1 / � �/l lI , l , I ! l' , l J/ I/r 'lI RD 'lel'hf*- 7tl/' 'll �' ''VPjI J , ENTRANCE/EXIT , , I/l a /// / l I/, I/, ,/, J/, , , lI I/, l ° / oA'nrm / EXISTING 1,530 SF ' I , , _ , / / l , !/! ,/, l l/, �r ,/, I ,/, / a a a ad 1,460 SF � 1, 1, r, PROPOSED i �' / ' BUILDING AWNING 100% / r/, l 'II // / ENTRANCE/EXIT PROPOSED /r lI p,E'NPAC� ,/ I / ,/, l J/, l / a a d ° J , ,/, l' 1 /l '' 1 6'67'// S r 'lI l '' 1, 1, / l 1 d a n _ a ° Q ° a d a d °. NON COMBUSTABLE ENTRANCE/EXIr a , , I / 2 S ACES: BUILDING / /// �• �// / /, / (OFFICE) MATERIAL a / . ' / '/' / — „� T:.- ,---- - — 'l' Ill '/I l' ll, l Ill 'lI .l. l' Il, s ° 4,540 SF Ci � Y� -�i��'='Ioiilimiiniiioioiinimniiiiiiiiic;iii ■ nia.;umnmmmmmmnimuunuu m i �� umiunmmnnunninninmmunnnuuumm �; �I nnum nnimmminumumimnnmuuih imi I _ h� mnaumm�mummmninnnnnnnmuaunn • Iunmumm�nimmimnmmnnnnnnommn nm,m muunnnnnmm�mnnmmmm mmi �I �� . nr^�nmm�mnnnnnni°01°umuin� •in�i • ' • � � . � ��._�nnmmmnnmimmm�nmum — I� _ 45.0 I J ,/ , ,/, / w� a _; AS r I r lI EXTERIOR LIGHT / � a _ . PA IN L0�"� ° TYP. 5 LOCATIONS � II I .- . ..��" H, _ L . _ - = _ _ � / 1/1 � II _ _ _ I ° a d ° a W C�4j P EXISTING PROPOSED PROPOSED S 89° 25' 30"W pNP OPEN SPACE OPEN SPACE OPEN SPACE OPEN SPACE EXISTING 8' MASONRY D pNP W I (208 SF) (720 SF) (810 SF) (296 SF) SCREENING WALL -� p"P I (PERMIT #CFENC 19-0002) �o ppP N O o I N 0 10 20 40 Scale in Feet W/ RAISED PLANTER BED CONC. BLOCK WALL SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SF) SEASONAL COLOR (SF) REQUIRED: 2,267 SF 75% (1,700 SF) 5 9 57 340 SF 45 SF PROVIDED: 12,035 SF 100% 4,976 SF 6 1 EX 9 125 504 SF 80 SF EXISTING TREE CREDIT SUMARY: CANOPY UNDERSTORY TREES @ 6"-12" DBH: _ 1 3 0 TREES @ GREATER THAN 12" DBH: _ 2 0 *NOTE ANY CREDITS USED IN CALCULATIONS: OTHER COMMENTS: SEE SHEET LS -1 FOR DETAIL. PROPOSED 5' TALL CHAIN LINK FENCE W/ PRIVACY SLATS TRACT 2—A BRUMLOW INDUSTRIAL DISTRICT VOL. 388-133, PG. 441 ZONING — (11) _ P�E OF TFC, 11 �* THOMAS L. HOOVER r........................ 62493 t,t�oVAL� OWNER/APPLICANT CX3 PROPERTIES, LLC 1625 BRUMLOW AVE. SOUTHLAKE, TX, 76092 817/488-5795 CHARLES CLAFFEY PREPARER/ENGINEER THOMAS HOOVER ENGINEERING, LLC P.O. BOX 1808 KELLER, TX 76244 817/913-1350 PHONE CONTACT: THOMAS HOOVER tom.theng®yahoo.com CASE 1/293 J � N D o _ � Z C� • � 1 I W �o (D W Z O J oLa H J n � Li •., Z �I �y im 0a. J� i.10 Z a ' � Q CL D U EX. EX. 6" /8" . 1430- COTTONWOOD 4M 30" COTTONWOOD TWIN ZA20-0026 0*0 VA LT1 Lr)0 Co' C0 ) TG=589. MATCH-' 1 " - EXISTING �� U I � TC=588.98 G=588.48 o) - 00 TC=587.79 =586. Lo Lo G=587.29 TC=587.61 G=587.11 I r 00 to TC=588.48 G=587.98 MATCH EXISTING 00 Co G=586.38 G=584.86 TP=582.80 MATCH EX. `TG=578.2± k I o non c' z c" c r n 7 -zf1' TP—E;-7r, Or� G=575.00 LEGEND �-- DIRECTION OF RUNOFF FLOW 585 — — EXISTING GRADE CONTOUR PROPOSED GRADE CONTOUR o TC -585.00 PROPOSED TOP OF CURB ELEVATION 0 10 20 40 o TP -585.00 PROPOSED PAVEMENT ELEVATION Scale in Feet o G-585.00 PROPOSED CURB GUTTER ELEVATION 625.00 BW -62A PROPOSED RETAINING WALL LABEL . ■ ■ ■ ■ ■ ■ ■ ■ PROPOSED RETAINING WALL %*: ;* THOMAS L. HOOVER rA:....3...._: If 6249 ..; N.�i�G�� 1 •I VTJ OWNER/APPLICANT fvfl i V 1 EXISTING TP=574.0± CX3 PROPERTIES, LLC 1625 BRUMLOW AVE. SOUTHLAKE, TX, 76092 817/488-5795 CHARLES CLAFFEY PREPARER/ENGINEER THOMAS HOOVER ENGINEERING, LLC P.O. BOX 1808 KELLER, TX 76244 817/913-1350 PHONE CONTACT: THOMAS HOOVER tom.thengOyahoo.com CASE ZA20-0026 1/29' N /8" CM PROPOSED DRAINAGE AREA TABLE NOTE THE PROPOSED DEVELOPMENT OF THE SITE SHOWS AN INCREASE OF APPROXIMATELY 3,872 SF OF IMPERVIOUS COVERAGE COMPARED TO EXISTING CONDITIONS WHICH REPRESENTS AN DECREASE OF 0.9 CFS DISCHARGE FROM THE SITE. 1/2 CM UT IT VA L rn 77 1 L100 0 00to 9� / I 00 oo I—Fr ill a.��o I. 11111111 �; C- i• ia S >6. co Ln�(A�2�00/ r\ / �� 9:26 lb / f! 1 2 ,i;.�—ate — �a� p � 00 �I00 oNP W - - m VI?/ NO do N I 00 L Ln 1 1 /2„ CM 0 10 20 40 Scale in Feet CONC. BLOCK WALL -574— A-1 574—A-1 0.74 Ln I No. I REVISIONS/ SUBMISSIONS I Date I LEGEND f— DIRECTION OF RUNOFF FLOW — — 585 — — EXISTING GRADE CONTOUR 585 PROPOSED GRADE CONTOUR DRAINAGE AREA DIVIDE FDRAINAGE AREA N0. A-1 0.19 AMT. OF ACRES 1 -*'1 L - 1/219 5/8" CM 0 �....::....................... CASE # ZA20-0026 . THOMAS .L...H09. 2493 THOMAS HOOVER ENGINEERING, LLC r�a�°�Fss �ENSEQ.`�tiif IL J1 IP.O. BOX 1808 KELLER, TEXAS 76244 ?0 (817) 913-1350 PH. T.B.P.E. FIRM REGISTRATION NO. 006009 CLAFFEY POOLS 1625 BRUMLOW AVENUE OWNER/APPUCANT TRACT 3 BEING A TRACT OF LAND LOCATED IN CX3 PROPERTIES, LLC J.N. GIBSON & H. DECKER 1625 BRUMLOW AVE. SURVEYS A-591 & 438 8107/488-57 5 ' 76092 SOUTHL•AKF, TARRANT COUNTY, TEXAS. CHARLES CLAFFEY PREPARER/ENGINEER CLAFFEY POOLS THOMAS HOOVER ENGINEERING, LLC DRAINAGE AREA MAP P.O. BOX 1808 KELLER, TX 76244 DESIGNED JRM SCALE PROJECT NO. SHEET 817/913-1350 PHONE 1"=20' CONTACT: THOMAS HOOVER DRAWN JRM C-3 tom.thengOyahoo.com DATE XX— XXXXX of CHECKED TLH 04-24-20 U C C � Drainage C T • Sr 0- 1 100 Q 100 Area c o LL No Acres (min) (yr) (in/hr) (cfs) A-1 0.74 0.90 10 100 11.6 7.73 A-2 1.26 0.90 10 100 11.6 13.2 NOTE THE PROPOSED DEVELOPMENT OF THE SITE SHOWS AN INCREASE OF APPROXIMATELY 3,872 SF OF IMPERVIOUS COVERAGE COMPARED TO EXISTING CONDITIONS WHICH REPRESENTS AN DECREASE OF 0.9 CFS DISCHARGE FROM THE SITE. 1/2 CM UT IT VA L rn 77 1 L100 0 00to 9� / I 00 oo I—Fr ill a.��o I. 11111111 �; C- i• ia S >6. co Ln�(A�2�00/ r\ / �� 9:26 lb / f! 1 2 ,i;.�—ate — �a� p � 00 �I00 oNP W - - m VI?/ NO do N I 00 L Ln 1 1 /2„ CM 0 10 20 40 Scale in Feet CONC. BLOCK WALL -574— A-1 574—A-1 0.74 Ln I No. I REVISIONS/ SUBMISSIONS I Date I LEGEND f— DIRECTION OF RUNOFF FLOW — — 585 — — EXISTING GRADE CONTOUR 585 PROPOSED GRADE CONTOUR DRAINAGE AREA DIVIDE FDRAINAGE AREA N0. A-1 0.19 AMT. OF ACRES 1 -*'1 L - 1/219 5/8" CM 0 �....::....................... CASE # ZA20-0026 . THOMAS .L...H09. 2493 THOMAS HOOVER ENGINEERING, LLC r�a�°�Fss �ENSEQ.`�tiif IL J1 IP.O. BOX 1808 KELLER, TEXAS 76244 ?0 (817) 913-1350 PH. T.B.P.E. FIRM REGISTRATION NO. 006009 CLAFFEY POOLS 1625 BRUMLOW AVENUE OWNER/APPUCANT TRACT 3 BEING A TRACT OF LAND LOCATED IN CX3 PROPERTIES, LLC J.N. GIBSON & H. DECKER 1625 BRUMLOW AVE. SURVEYS A-591 & 438 8107/488-57 5 ' 76092 SOUTHL•AKF, TARRANT COUNTY, TEXAS. CHARLES CLAFFEY PREPARER/ENGINEER CLAFFEY POOLS THOMAS HOOVER ENGINEERING, LLC DRAINAGE AREA MAP P.O. BOX 1808 KELLER, TX 76244 DESIGNED JRM SCALE PROJECT NO. SHEET 817/913-1350 PHONE 1"=20' CONTACT: THOMAS HOOVER DRAWN JRM C-3 tom.thengOyahoo.com DATE XX— XXXXX of CHECKED TLH 04-24-20 0 1/2" yA CM ITILIT ors VAULT°s �1 EXISTING 1 OFFICE � � EXISTING BUILDING 1 1 OFFICE 1 BUILDING ❑c El El 1 1 INSTALL: 1-8" x8" TAPPING — INSTALL: t I SLEEVE & VALVE REMOVE 100± SF III 72± L.F. 8 x WATER MAI g^WATER (PUBLIC) 10.0' ' o ' PROP L — FH INSTALL 18" STEEL _ ENCASEMENT VIA BORING UNDER EXISTING ASPHALT— PAVEMENT /1 EXISTING ASPHALT PAVEMENT 0 0 15.0' WATER ESMT INSTALL: �1-8"x6" TEE 1-6" VALVE -1—FIRE HYDRANT 8± L.F. 6" PVC EXISTING STORAGE BUILDING 0 F� m N Z W J a:_j W J a.W F- Mv SEPT / TANK _`�--❑loop� PROPOSED OFFICE BUILDING PROPOSED STORAGE BUILDING 300' RADIUS I FROM PROPOSED FIRE HYDRANT I No. I REVISIONS/ SUBMISSIONS I Date NOTE 1) PROPOSED STORAGE AND OFFICE BUILDINGS TO BE CONNECTED TO THE EXISTING DOMESTIC WATER SERVICE TO EXISTING FACILITY. 2) PROPOSED STORAGE AND OFFICE BUILDINGS TO BE CONNECTED TO THE EXISTING ON—SITE DISPOSAL SYSTEM. 3) NO NEW WATER OR SEWER SERVICES ARE PROPOSED FOR THE NEW FACILITIES. OHP 0 10 20 40 Scale in Feet 1/4 1/2'sQHP 5/ C / CONC. BLOCK p i pHP WALL � P ^� 1) S�P\ E OF rF�� )I CASE # ZA20-0026 *> ,.THOMAS L.••HOOYER•j r N .. •'i THOMAS HOOVER ENGINEERING, LLC o N �F.6.24� 11SCEN P.O. BOX 1808 KELLER, TEXAS 76244 • 300'± TO ��``0N E `` UF1 (817) 913-1350 PH. NEAREST FIRE 1/299 T.B.P.E. FIRM REGISTRATION NO. 006009 HYDRANT M � CLAFFEY POOLS 1625 BRUMLOW AVENUE TRACT 3 OWNER/APPLICANT BEING A TRACT OF LAND LOCATED IN CX3 PROPERTIES, LLC J.N. GIBSON & H. DECKER 1625 BRUMLOW AVE. SOUTHLAKE, TX, 76092 SURVEYS A-591 & 438 817/488-5795 SOUTHLAKE, TARRANT COUNTY, TEXAS. CHARLES CLAFFEY CLAFFEY P 0 0 LS PREPARER/ENGINEER THOMAS HOOVER ENGINEERING, LLC UTILITY PLAN P.O. BOX 1808 KELLER, TX 76244 817/913-1350 PHONE DESIGNED JRM SCALE PROJECT NO. SHEET CONTACT. THOMAS HOOVER DRAM JRM 1"=20' XX-XXXXX C-4 torn. then g®yahoo.com CHECKED TLH DATE of 05-08-20 NOTE THE CONTRACTOR SHALL REFER TO SHEET S-1.2 FOR DETAILS FOR THE RETAINING WALLS SHOWN. oyA TW=590.00 BW=588.00 0yA TW=590.00 �yA BW=588.00 0 1 /2" tip C M UTILIT O� VAULT �0s 1 FF=583.92 FF=583.17 1 TW=590.00 TW=587.00 TW=587.00 BW=589.50 BW=584.00 BW=583.92 0' TW= 587.00 00 B W= 584.00 0 1 TW=587.00 0 1 BW=587.00 N T FF=587.26 W=590.00 [] ❑ 0 Z BW=588.00 J �1 Q Ln(- - TW= 583.83 3 TP=583.33 BW=583.83 w J 1 TW=586.96 TW=589.00 ' BW=586.96 B W= 588.50 TW= 586.80 1 BW=586.80 1 ' 1 TW= 587.00 TW=587.00 TP=585.10 n TP=586.43 0BW=584.50 1 ---BW=586.00-- - - ---- - 1 /2" P� ONP ONP W 1/299 pHP N p / ON CM;,... 0 70 20 40 Scale in Feet`...... TW=583.25 TP=582.75 BW=578.55 TW= 578.50 - TG= 578.00 BW=578.00 -TW= 583.70 BW=582.50 FF=583.92 TW=582.50 BW=581.00 FF=577.00 TW= 583.20 TG= 576.50 TP=582.65 BW=578.00 N 89°25'36" 592.30' �(ISTING SEPT!lp TANK O� PROPOSED DROP GRADE BEAM TW= 582.50 BW=579.00 TW= 582.50 BW=579.00 S 89025'30"W 570.96 5 TW=577.20 TP=576.70 B W= 576.00 TW=576.50 TP=576.00 BW=576.50 CONC. BLOCK WALL I No. I REVISIONS/ SUBMISSIONS I Date I LEGEND o TW=585.00 PROPOSED TOP OF WALL ELEVATION o TP -585.00 PROPOSED PAVEMENT ELEVATION o BW=585.00 PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL /-FF=577.00 TG=574.95 0v C ,P 0 --- r� OHP OHP OHP -D 7- t i * . •.; s .......... ............... • HOOVER •j o• 62493•• IT THOMAS HOOVER ENGINEERING, LLC t,o'•.' ss�oNA••• • "`- P.O. BOX 1808 - "� KELLER, TEXAS 76244 �Q (817) 913-1350 PH. T.B.P.E. FIRM REGISTRATION NO. 006009 6` CLAFFEY POOLS 1625 BRUMLOW AVENUE OWNER/APPLICANT TRACT 3 BEING A TRACT OF LAND LOCATED IN CX3 PROPERTIES, LLC J.N. GIBSON & H. DECKER 1625 BRUMLOW AVE. SURVEYS A-591 & 438 SOUTHLAKE, TX, 76092 817/488-5795 SOUTHLAKE, TARRANT COUNTY, TEXAS. CHARLES CLAFFEY PREPARER/ENGINEER CLAFFEY POOLS THOMAS HOOVER ENGINEERING, LLC RETAINING WALL LAYOUT P.O. BOX 1808 KELLER, TX 76244 DESIGNED JRM SCALE PROJECT NO. SHEET 817/913-1350 PHONE 1"=20' CONTACT: THOMAS HOOVER DRAWN JRM - XX-XXXXX C-5 tom. then g®yahoo.com DATE of CHECKED TLH 04-22-20 FF=577.00 0 TG=574.95 o Q I w m FF= 577.00 a- o TG=576.00 a- 0 a I 0v C ,P 0 --- r� OHP OHP OHP -D 7- t i * . •.; s .......... ............... • HOOVER •j o• 62493•• IT THOMAS HOOVER ENGINEERING, LLC t,o'•.' ss�oNA••• • "`- P.O. BOX 1808 - "� KELLER, TEXAS 76244 �Q (817) 913-1350 PH. T.B.P.E. FIRM REGISTRATION NO. 006009 6` CLAFFEY POOLS 1625 BRUMLOW AVENUE OWNER/APPLICANT TRACT 3 BEING A TRACT OF LAND LOCATED IN CX3 PROPERTIES, LLC J.N. GIBSON & H. DECKER 1625 BRUMLOW AVE. SURVEYS A-591 & 438 SOUTHLAKE, TX, 76092 817/488-5795 SOUTHLAKE, TARRANT COUNTY, TEXAS. CHARLES CLAFFEY PREPARER/ENGINEER CLAFFEY POOLS THOMAS HOOVER ENGINEERING, LLC RETAINING WALL LAYOUT P.O. BOX 1808 KELLER, TX 76244 DESIGNED JRM SCALE PROJECT NO. SHEET 817/913-1350 PHONE 1"=20' CONTACT: THOMAS HOOVER DRAWN JRM - XX-XXXXX C-5 tom. then g®yahoo.com DATE of CHECKED TLH 04-22-20 1/21, ' ° CM UTILITY ~ VAULT to 00 o off? w `i N cA 00 Co c:I � 1 J 1/2" 001 r. f L -_"a"BUFFERYARD 15' BUILDING SETBACK EXISTING BUILDING (OFFICE) 4,540 SF FF=587.26 EX. 12" CEDAR I EXISTING BUILDING (OFFICE) 1,530 SF FF=583.92 GALLA C. WRIGHT INSTA. NO. D21804714 ZONING — (AG) FUTURE LAND USE — INDUSTRIAL/MIXED USE /PROPOSED 8' MASONRY SCREENING WALL EXISTING BUILDING (STORAGE) 1,460 SF FF=583.17 r '= s PRQPOSED BOILDING (OFFICE) ,236 SF W=583.92 F=583.92 -1 r EXISTING 8' MASONRY J SCREENING WALL (PERMIT #CFENC 19-0002) — W/ RAISED PLANTER BED CIVLHMVLV rmvIVI IHMLJ r-LHIV LEGEND EXISTING TREE SHUMARD RED OAK LIVE OAK 0' 0 I No. I RBVIMON3/ SUBMISSIONS I Date I PROPOSE 5" TALL CHAIN LINK FENCE WITH PRIVACY SLATS 30 "W 570.96 9 TRACT 2—A EX. CONCRETE BLOCK WALL BRUMLOW INDUSTRIAL DISTRICT VOL. 388-133, PG. 441 ZONING — (11) CRAPE JAPANESE MYRTLE BOXWOOD PROSTRATE EASTERN ABELIA REDBUD MONDO 0 O GRASS c EASTERN SEASONAL RED CEDAR COLOR ORGANIC NELLIE R. MULCH STEVENS HOLLY BERMUDA GRASS TURF DWARF WAX SYNTHETIC TURF MYRTLE �." OVER A SUBSURFACE DRAINAGE SYSTEM PLANT MATERIAL TYPE MINIMUM SIZE CANOPY TREE 50% — 2" CALIPER, 50% — 4" CALIPER UNDERSTORY TREE 6' FEET (HEIGHT) SHRUB 3 GALLON GROUNDCOVER 4" CONTAINERS SIZE REQUIREMENTS ALL PLANTS SHALL EQUAL OR EXCEED THE FOLLOWING MEASURES WHEN PLANTED. PLANTS LARGER THAN SPECIFIED MAY BE USED BUT USE OF SUCH PLANTS SHALL NOT DECREASE THE SIZE REQUIREMENTS OF OTHER PROPOSED PLANS. MINIMUM SIZES: MINIMUM PLANT SIZE WHEN PLANTED SHALL BE AS FOLLOWS: PARKING LOT LANDSCAPE AREA REQUIREMENTS THE PARKING LOT LANDSCAPE AREA REQUIREMENTS SHALL BE AS FOLLOWS BASED ON THE PERCENTAGE OF PARKING LOCATED BETWEEN THE BUILDING FACADE AND THE R.O.W.. ANY NEW PARKING AREA ADDED TO AN EXISTING SITE SHALL COMPLY WITH THE REQUIREMENTS HEREIN. LESS THAN 25% = 15 SQ. FT. PER PARKING STALL: REQUIRED PARKING LOT LANDSCAPE AREA = 15 SF X 50 = 700 SF PROVIDED PARKING LOT LANDSCAPE AREA = 1,319.25 SF PROPOSE 5" TALL CHAIN LINK FENCE WITH PRIVACY SLATS SUMMARY CHART — BUFFERYARDS f REQUIRED/ PROVIDED LENGTH �^r CANOPY TREES ACCENT TREES SHRUBS FENCE/SCREENING FENCE SCREENING HEIGHT & MATERIAL 7 REQUIRED 592' 1O'/F1 18 t� 48 FENCE—F1 J PROVIDED 592' 0' 0 I No. I RBVIMON3/ SUBMISSIONS I Date I PROPOSE 5" TALL CHAIN LINK FENCE WITH PRIVACY SLATS 30 "W 570.96 9 TRACT 2—A EX. CONCRETE BLOCK WALL BRUMLOW INDUSTRIAL DISTRICT VOL. 388-133, PG. 441 ZONING — (11) CRAPE JAPANESE MYRTLE BOXWOOD PROSTRATE EASTERN ABELIA REDBUD MONDO 0 O GRASS c EASTERN SEASONAL RED CEDAR COLOR ORGANIC NELLIE R. MULCH STEVENS HOLLY BERMUDA GRASS TURF DWARF WAX SYNTHETIC TURF MYRTLE �." OVER A SUBSURFACE DRAINAGE SYSTEM PLANT MATERIAL TYPE MINIMUM SIZE CANOPY TREE 50% — 2" CALIPER, 50% — 4" CALIPER UNDERSTORY TREE 6' FEET (HEIGHT) SHRUB 3 GALLON GROUNDCOVER 4" CONTAINERS SIZE REQUIREMENTS ALL PLANTS SHALL EQUAL OR EXCEED THE FOLLOWING MEASURES WHEN PLANTED. PLANTS LARGER THAN SPECIFIED MAY BE USED BUT USE OF SUCH PLANTS SHALL NOT DECREASE THE SIZE REQUIREMENTS OF OTHER PROPOSED PLANS. MINIMUM SIZES: MINIMUM PLANT SIZE WHEN PLANTED SHALL BE AS FOLLOWS: PARKING LOT LANDSCAPE AREA REQUIREMENTS THE PARKING LOT LANDSCAPE AREA REQUIREMENTS SHALL BE AS FOLLOWS BASED ON THE PERCENTAGE OF PARKING LOCATED BETWEEN THE BUILDING FACADE AND THE R.O.W.. ANY NEW PARKING AREA ADDED TO AN EXISTING SITE SHALL COMPLY WITH THE REQUIREMENTS HEREIN. LESS THAN 25% = 15 SQ. FT. PER PARKING STALL: REQUIRED PARKING LOT LANDSCAPE AREA = 15 SF X 50 = 700 SF PROVIDED PARKING LOT LANDSCAPE AREA = 1,319.25 SF PROPOSE 5" TALL CHAIN LINK FENCE WITH PRIVACY SLATS SUMMARY CHART — BUFFERYARDS LOCATION/ LENGTH OF LINE REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH/TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/SCREENING FENCE SCREENING HEIGHT & MATERIAL NORTH — REQUIRED 592' 1O'/F1 18 1 36 48 FENCE—F1 J PROVIDED 592' 10'/F1 15 29 30 8' OPAQUE WALL/FENCE EAST — REQUIRED 150' 5'/A 2 3 12 N/A 00 PROVIDED 150' 5'/A 5 (1 EX) 7 20 8' OPAQUE WALL/FENCE SOUTH — REQUIRED 571' 5'/A 6 12 46 N/A L F PROVIDED 571' 5'/A 6 (3 EX) 15 126 (90 Ex) 8' OPAQUE WALL/FENCE WEST — REQUIRED 100' 10'/D 4 5 18 N/A N/A ROW 100' 10'/D 4 5 0 N/A TOTAL REQUIRED 30 56 124 TOTAL PROVIDED 30 56 176 *NOTE ANY CREDITS USED IN CALCULATIONS: USING 4 EXISTING TREES (1:1) COMMENTS: THE LANDSCAPE PLAN SPREADS THE REQUIRED BUFFERYARD PLANTINGS AROUND THE ENTIRETY OF THE PROPERTY BOUNDARY TO ADEQUATELY SPACE THE REQUIRED PLANTINGS FOR GROWTH, AND TO BETTER FILL OUT THE BUFFERYARDS WITH VEGETATION. SUMMARY CHART — INTERIOR LANDSCAPE LANDSCAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SF) SEASONAL COLOR (SF) REQUIRED: 2,266.80 SF 75% 1,700 SF 5 9 57 340 SF 45 SF PROVIDED: 12,034.85 SF. 100% (4,976 SF) 6 1 EX 9 125 504 SF 80 SF EXISTING TREE CREDIT SUMARY: CANOPY UNDERSTORY TREES 0 6"-12" DBH: _ 3 0 TREES @ GREATER THAN 12" DBH: _ 2 0 *NOTE ANY CREDITS USED IN CALCULATIONS: OTHER COMMENTS: 0 10 20 Scale in Feet OWNER/APPLICANT CX3 PROPERTIES, LLC 1625 BRUMLOW AVE. SOUTHLAKE, TX, 76092 817/488-5795 CHARLES CLAFFEY PREPARER/LANDSCAPE BRYAN LYNESS, RLA 2810 HOLLYWOOD DRIVE ARLINGTON, TX 76013 214-649-8467 b I I yn ess0ou tl ook. com EX. 6" CEDAR 1/299 I EX. 8" CEDAR EX. 24" /8 COTTONWOOD CM EX. 30" COTTONWOOD SITE DATA SUMMARY TABLE ZONING 11 - LIGHT INDUSTRIAL EXISTING USE 11 - LIGHT INDUSTRIAL TRACT AREA - LOT AREA 87,104 SF/ 2.0 ACRES EXISTING BUILDING SQUARE FOOTAGE 7,350 f SF PROPOSED BUILDING SQUARE FOOTAGE r zQ 00 r'� BUILDING HEIGHT (OFFICE) Q>_ 0 I—� &z J U d �_F- = ��v I PARKING PROVIDED 50 HANDICAP PARKING REQUIRED 3 Ia� �a I W OPEN SPACE PROVIDED 'o LLJ WU JN K'_ 0 20.3 % oLL W^ Z� % IMPERVIOUS COVERAGE 00 p p� J N START 9-1-20 END 2-1-21 CL-ic-'ii O % AREA OF OUTSIDE STORAGE 0.22 % Lu/ 6,070 SF EXISTING BUILDING (STORAGE) 1,460 SF PROPOSED BUILDING (OFFICE) 4,236 SF PROPOSED BUILDING (STORAGE) 3,346 SF L F J LI. EX. 8" CEDAR EX. 24" /8 COTTONWOOD CM EX. 30" COTTONWOOD SITE DATA SUMMARY TABLE ZONING 11 - LIGHT INDUSTRIAL EXISTING USE 11 - LIGHT INDUSTRIAL TRACT AREA - LOT AREA 87,104 SF/ 2.0 ACRES EXISTING BUILDING SQUARE FOOTAGE 7,350 f SF PROPOSED BUILDING SQUARE FOOTAGE 7,582 f SF COMBINED BUILDING SQUARE FOOTAGE 14,932 f SF BUILDING HEIGHT (OFFICE) 19'-8" 1 -STORY BUILDING HEIGHT (STORAGE) 19'-6" 1 -STORY PARKING REQUIRED 43 PARKING PROVIDED 50 HANDICAP PARKING REQUIRED 3 HANDICAP PARKING PROVIDED 3 OPEN SPACE PROVIDED 17,653 SF % OPEN SPACE / LOT AREA 20.3 % % BUILDING FOOTPRINT /LOT AREA 17.1 % % IMPERVIOUS COVERAGE 97.7% ANTICIPATED SCHEDULE OF DEVELOPMENT START 9-1-20 END 2-1-21 LAND USE DESIGNATION OFFICE COMMERCIAL % AREA OF OUTSIDE STORAGE 0.22 % EXISTING BUILDING (OFFICE) 6,070 SF EXISTING BUILDING (STORAGE) 1,460 SF PROPOSED BUILDING (OFFICE) 4,236 SF PROPOSED BUILDING (STORAGE) 3,346 SF CASE # ZA20-0026 -LjflTHOMAS HOOVER ENGINEERING, LLC P.O. BOX 1808 KELLER, TEXAS 76244 (817) 913-1350 PH. T.B.P.E. FIRM REGISTRATION NO. 006009 CLAFFEY POOLS 1625 BRUMLOW AVENUE TRACT 3 BEING A TRACT OF LAND LOCATED IN J.N. GIBSON & H. DECKER SURVEYS A-591 & 438 SOUTHLAKE, TARRANT COUNTY, TEXAS. CLAFFEY POOLS LANDSCAPE PLAN DESIGNED JRM SCALE PROJECT NO. SHEET DRAWN JRM 1"=20' LS— � DATE %(%(—xxxxx of_ CHECKED BLL 04/24/2020 ENLARGED FRONT YARD PLAN LEGEND rttsitt{f�}�Stiiy`} (�#t r 4�}It�l{sii �{ftFtf}ftkSti�} S, } f. t t PLANT MATERIAL TYPE CANOPY TREE UNDERSTORY TREE SHRUB GROUNDCOVER MINIMUM SIZE 509 — 2m CALIPER 50% 4 ,CALIPER 6' FEET (HEIGHT) 3 GALLON 4" 'CONTAINERS SIZE REQUIREMENTS ALL ;PLANTS SHALL EQUAL OR EXCEED THE FOLLOWING MEASURES WHEN PLANTED. PLANTS LARGER THAN SPECIFIED MAY BE USED BUT USE OF SUCH PLANTS SHALL NOT DECREASE THE SIZE REQUIREMENTS OF OTHER PROPOSED PLANS.. MINIMUM SIZES: MINIMUM PLANT SIZE WHEN PLANTED SHALL BE AS 'FOLLOWS: PARKING LOTLANDSCAPE AREA REQUIREMENTS; THE PARKING LOT LANDSCAPE AREA REQUIREMENTS SHALL BE AS FOLLOWS BASED ON THE PERCENTAGE OF PARKING LOCATED BETWEEN THE BUILDING FACADE AND THE R.O.W.. ANY NEW PARKING AREA ADDED TO AN EXISTING SITE SHALL COMPLY WITH THE REQUIREMENTS HEREIN.; LESS THAN 25% = 15 SQ. FT. PER PARKING STALL: REQUIRED PARKING LOT LANDSCAPE AREA = 15 SF X 50 = 700 SF PROVIDED PARKING LOT LANDSCAPE AREA = 1,319.25 SF SUMMARY ;CHART ° - BUFFERYARDS LOCATION/ LENGTH OF BASE LINE: REQUIRED/ PROVIDED BUFFERYARD LENGTH WIDTH/TYPE /Tl'P t F 1t F i I � �4 fkr#, �, °t4f�a et✓ (ru t.t:,,'S1r i t tr,r t t I.. F f t t REQUIRED 592'' 10'/F1 18 36 48 FENCE—F1 14,932 f SF PROVIDED 592`" 10'/F1 15 29 30 8' OPAQUE WALL/FENCE EAST — REQUIRED 150' 5'/A 2' 3 12 N/A 3 PROVIDED 150' 5'/A 5 (1 EX) 7 20' 8' OPAQUE WALL/FENCE SOUTH — REQUIRED r 6 12 46 N/A OFFICE COMMERCIAL PROVIDED 571' 5'/A 6 (3 EX) 15 126 (90 S' OPAQUE WALL/FENCE WEST — REQUIRED 100` 10'/D 4 5 18 N/A N/A (ROWV 100' 10' 4 5 0 N/A TOTAL REQUIRED' 30 56 124- 24TOTAL TOTALPROVIDED 30 1 w *NOTE ANY CREDITS USED IN CALCULATIONS: >USING 4 EXISTING TREES 1:1 COMMENTS: THE LANDSCAPE PLAN SPREADS THE REQUIRED BUFFERYARD PLANTINGS AROUND THE ENTIRETY: OF THE PROPERTY BOUNDARY TO ADEQUATELY SPACE THE REQUIRED PLANTINGS FOR GROWTH. AND TO BETTER FILL OUT THE BUFFERYARDS VATH VEGETATION. SUMMARY 3. � % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES t t: t� ,x11; I REQUIRED: 2,266.80 SF 75% 1,700 SF t. 9 57 340 SF 45 SF r PROVIDED.- 12,034.85 SF 100X .4,976: SF 6 1 EX 9 125 504 SF 80 SF xkf r, EXISTING TREE CREDIT SUMARY: CANOPY UNDERSTORY A d *NOTE ANY CREDITS USED IN CALCULATIONS: OTHER COMMENTS: t } 5, i itlk k �}S,r i t y. , Ir + I t t L E , t t ENLARGED FRONT YARD PLAN LEGEND rttsitt{f�}�Stiiy`} (�#t r 4�}It�l{sii �{ftFtf}ftkSti�} S, } f. t t PLANT MATERIAL TYPE CANOPY TREE UNDERSTORY TREE SHRUB GROUNDCOVER MINIMUM SIZE 509 — 2m CALIPER 50% 4 ,CALIPER 6' FEET (HEIGHT) 3 GALLON 4" 'CONTAINERS SIZE REQUIREMENTS ALL ;PLANTS SHALL EQUAL OR EXCEED THE FOLLOWING MEASURES WHEN PLANTED. PLANTS LARGER THAN SPECIFIED MAY BE USED BUT USE OF SUCH PLANTS SHALL NOT DECREASE THE SIZE REQUIREMENTS OF OTHER PROPOSED PLANS.. MINIMUM SIZES: MINIMUM PLANT SIZE WHEN PLANTED SHALL BE AS 'FOLLOWS: PARKING LOTLANDSCAPE AREA REQUIREMENTS; THE PARKING LOT LANDSCAPE AREA REQUIREMENTS SHALL BE AS FOLLOWS BASED ON THE PERCENTAGE OF PARKING LOCATED BETWEEN THE BUILDING FACADE AND THE R.O.W.. ANY NEW PARKING AREA ADDED TO AN EXISTING SITE SHALL COMPLY WITH THE REQUIREMENTS HEREIN.; LESS THAN 25% = 15 SQ. FT. PER PARKING STALL: REQUIRED PARKING LOT LANDSCAPE AREA = 15 SF X 50 = 700 SF PROVIDED PARKING LOT LANDSCAPE AREA = 1,319.25 SF SUMMARY ;CHART ° - BUFFERYARDS LOCATION/ LENGTH OF BASE LINE: REQUIRED/ PROVIDED BUFFERYARD LENGTH WIDTH/TYPE /Tl'P CANOPY TREES ACCENT TREES FENCE .SCREENING SHRUBS HEIGHT &MATERIAL NORTH' — REQUIRED 592'' 10'/F1 18 36 48 FENCE—F1 14,932 f SF PROVIDED 592`" 10'/F1 15 29 30 8' OPAQUE WALL/FENCE EAST — REQUIRED 150' 5'/A 2' 3 12 N/A 3 PROVIDED 150' 5'/A 5 (1 EX) 7 20' 8' OPAQUE WALL/FENCE SOUTH — REQUIRED 571' 5'/A 6 12 46 N/A OFFICE COMMERCIAL PROVIDED 571' 5'/A 6 (3 EX) 15 126 (90 S' OPAQUE WALL/FENCE WEST — REQUIRED 100` 10'/D 4 5 18 N/A N/A (ROWV 100' 10' 4 5 0 N/A TOTAL REQUIRED' 30 56 124- 24TOTAL TOTALPROVIDED 30 56 176 *NOTE ANY CREDITS USED IN CALCULATIONS: >USING 4 EXISTING TREES 1:1 COMMENTS: THE LANDSCAPE PLAN SPREADS THE REQUIRED BUFFERYARD PLANTINGS AROUND THE ENTIRETY: OF THE PROPERTY BOUNDARY TO ADEQUATELY SPACE THE REQUIRED PLANTINGS FOR GROWTH. AND TO BETTER FILL OUT THE BUFFERYARDS VATH VEGETATION. SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SF) SEASONAL COLOR (SF) REQUIRED: 2,266.80 SF 75% 1,700 SF 5 9 57 340 SF 45 SF PROVIDED.- 12,034.85 SF 100X .4,976: SF 6 1 EX 9 125 504 SF 80 SF EXISTING TREE CREDIT SUMARY: CANOPY UNDERSTORY TREES 0 C-12" DBH: TREES C GREATER THAN 12" DBH: *NOTE ANY CREDITS USED IN CALCULATIONS: OTHER COMMENTS: 0 10 20 40 SeQ1e rn Feet OWNER/APPUCANT PROPERTIES, LLC 1625 BRUMALOW AVE SOU Tx. 76092 817%4it-5%5 CHARLES CLAFFEY` PREPARERALANDSCAPE BRYAN LYNESS, RLA 0 HO LLQ WOW DRIVE ARLINGTON. TX 76013 21"49-8487 bI lynese0ou II1 ook.com SITE DATA SUMMARY' TABLE ZONING 11 — LIGHT INDUSTRIAL EXISTING USE 11 — LIGHT INDUSTRIAL ..TRACT .:AREA = LOT AREA 87,104 SF/ 2.0 ACRES EXISTING BUILDING SQUARE FOOTAGE 7,350 f SF PROPOSED BUILDING SQUARE FOOTAGE 7,582 t SF COMBINED BUILDING SQUARE FOOTAGE 14,932 f SF BUILDING HEIGHT OFFICE- 19'-8" 1—STORY BUILDING HEIGHT STORAGE 19'-6" 1 -STORY PARKING REQUIRED 43 PARKING PROVIDED 50' HANDICAP PARKING REQUIRED 3 HANDICAP PARKING PROVIDED 3 OPEN SPACE PROVIDED 17,653 SF X OPEN SPACE / LOT AREA 20.3 X X BUILDING FOOTPRINT / LOT AREA 17.1 X X IMPERVIOUS COVERAGE 79.7 % ANTICIPATED SCHEDULE OF DEVELOPMENT START 9-1-20 END 2-1-21 LAND USE DESIGNATION OFFICE COMMERCIAL X AREA OF OUTSIDE STORAGE D.22 % EXISTING BUILDING (OFFICE) 6.070 SF EXISTING BUILDING (STORAGE) 1.450 5F PROPOSED BUILDING (OFFICE) 4,236 SF PROPOSED BUILDING (STORAGE) 3,346 SF CASE ZA20-DD2fi` THOMAS HOOVER ENGINEERING, LLC P.O. BOX 1808 KELLER, TEXAS 76244 (817) 913-1350 PH. T.B.P.E. FIRM REGISTRATION NO. 006009 CLAFFEY POOLS 1625 BRUMLOW AVENUE BEINGTRACT 3 A TRACT OF LAND LOCATED IN J.N. GIBSON ` # H. DEMER RYM A-591 & 495 SOLTALAKE, TARRfl1N'!' COUNTY, IMS. CLAPFEY POOLS LANDSCAPE PLAN OESMED .RMA SCALE PROJECT NM SHEET oRAM ,RMA IMTE xx— xxx X LS - 1 COED BLL AI Mi IMMOM — i ~01 11 tl�A 't 1/2- %. ,/2"% G 0 ` 0) Fi:,LE i7'NL[Tt � `\ VAUL1 1 1 (7) l = C"S9 CP 00 1t� Y ,0 80 WM � �y �OL N N �41 1 0i.. 101.0 f µ 7, ti ha,. W �a ,."i G7 BOL B� N 211C%to co 0k» n 1 rr1 ,..�a... -5tZ4 NOTES: BEARINGS BASED ON TEXAS STATE PLANE COORDINATE, NORTH CENTRAL ZONE, NAD83 (2011) EASEMENTS AND BUILDING LINES ARE BY RECORDED PLAT UNLESS OTHERWISE NOTED. BENCHMARK REFERENCE: CITY OF SOUTHLAKE BENCHMARK MONUMENT NO. 30, APPROX. 100' SOUTH ALONG THE WEST R.O.W. LINE OF LONGWOOD DRIVE FROM THE INTERSECTION OF COLLEYVILLE BOULEVARD AND LONGWOOD DRIVE. ELEVATION: 549.50 Fr ELEV: 1587 r 6 45.0' , I I BALLA C. WRIGHT INST. NO. D218204714 145.9' BUILDING Tq• y 0.2' ON 0 1 K, ONE STORY o I� L ' STUCCO & �a�r METAL 'f r I- TEMP 89 WALL X" ,TET E LEV: 587,61 SCJCERTIFICATE a 101.0 f µ 7, ti ha,. W �a ,."i G7 BOL B� 1/2" G ` ; �IFIC n 1 rr1 ,..�a... -5tZ4 ` '+, 1 P.. SPI, G 7 00 Imo( (d) except as shown hereon there are no observable protrusions on to the Property or < r C4 5 in area or boundary line conflicts; (e) the size, location and type of improvements, are shown hereon, and all are located within the boundaries of the Property and setback from the Property lines the distances indicated; (f) the Property has apparent access to and from Brumlow Avenue, a public roadway; (g) the Property is not located in a 100 Year Flood Plain or in an identified "Flood Prone Area" as defined by the U. S. Department of Housing and Urban Development (Flood Insurance Rate Map No. 48439CO095K, with a date of 09/25/2009) pursuant to the Flood Disaster Protection Act of 1973. The surveyor expressly understands and agrees that this survey as having been performed to NOTES: BEARINGS BASED ON TEXAS STATE PLANE COORDINATE, NORTH CENTRAL ZONE, NAD83 (2011) EASEMENTS AND BUILDING LINES ARE BY RECORDED PLAT UNLESS OTHERWISE NOTED. BENCHMARK REFERENCE: CITY OF SOUTHLAKE BENCHMARK MONUMENT NO. 30, APPROX. 100' SOUTH ALONG THE WEST R.O.W. LINE OF LONGWOOD DRIVE FROM THE INTERSECTION OF COLLEYVILLE BOULEVARD AND LONGWOOD DRIVE. ELEVATION: 549.50 Fr ELEV: 1587 r 6 45.0' , I I BALLA C. WRIGHT INST. NO. D218204714 145.9' BUILDING Tq• y 0.2' ON 0 1 K, ONE STORY o I� L ' STUCCO & �a�r METAL 'f r I- TEMP 89 WALL X" ,TET E LEV: 587,61 N 0 t Vl ARKS NG,,, (/ Lo I l 1 I 1 ji /J .�._ _-9ddW--....`.==•9vFbx•'—`"«---^;dB.,....—.._ tXK�-�_: tiJk3F —_R 888 36 E 598.30 1/2, 7 1 K EPTIC s , G t � TANK LIDS CP -- s�--- ~.„.• � r � /� ifl 28.2 co t 00 U4 ONE STORY METAL JJ { I J r1r I � ' ONE/ STORY � � I • �� , STONE ` r K, 87,184 S. 2.0 ACR S 16.1'3' c 4 S89"25',30"W870.98' TRACT 2—A BRUMLOW INDUSTRIAL DISTRICT VOL. 388-113, PG. 441 cr; FRAME 9 7SHED BUILDING)" - OJ' OFF 0.1' OFF NOTE: This survey is made in conjunction with the information provided by the client. CBG Surveying, Inc. has not researched the land title records for the existence of easements, restrictive covenants or other encumbrances. REVISIONS 1625 Brumlow Avenue Being Tract 3 of Brumlow Industrial District, an Addition to the City of Southlake, Tarrant County, Texas, according to the map recorded in Volume 388-127, Page 89, Map Records, Tarrant County, Texas. JOE L. WRIGHT VOL. 7607, PG. 1178 SCJCERTIFICATE a 101.0 f µ 7, ti ha,. W �a ,."i G7 BOL B� . C, s.d �-j ti "Cl - G ` ; (a) this plat of survey and the property description set forth hereon were prepared from an n 1 rr1 ,..�a... -5tZ4 ` '+, 1 P.. SPI, G 7 _s _1 m_ Imo( (d) except as shown hereon there are no observable protrusions on to the Property or < r in area or boundary line conflicts; (e) the size, location and type of improvements, are shown hereon, and all are located within the boundaries of the Property and setback from N 0 t Vl ARKS NG,,, (/ Lo I l 1 I 1 ji /J .�._ _-9ddW--....`.==•9vFbx•'—`"«---^;dB.,....—.._ tXK�-�_: tiJk3F —_R 888 36 E 598.30 1/2, 7 1 K EPTIC s , G t � TANK LIDS CP -- s�--- ~.„.• � r � /� ifl 28.2 co t 00 U4 ONE STORY METAL JJ { I J r1r I � ' ONE/ STORY � � I • �� , STONE ` r K, 87,184 S. 2.0 ACR S 16.1'3' c 4 S89"25',30"W870.98' TRACT 2—A BRUMLOW INDUSTRIAL DISTRICT VOL. 388-113, PG. 441 cr; FRAME 9 7SHED BUILDING)" - OJ' OFF 0.1' OFF NOTE: This survey is made in conjunction with the information provided by the client. CBG Surveying, Inc. has not researched the land title records for the existence of easements, restrictive covenants or other encumbrances. REVISIONS 1625 Brumlow Avenue Being Tract 3 of Brumlow Industrial District, an Addition to the City of Southlake, Tarrant County, Texas, according to the map recorded in Volume 388-127, Page 89, Map Records, Tarrant County, Texas. JOE L. WRIGHT VOL. 7607, PG. 1178 Executed this 16th day of January, 2019. r Bryan n n a I ly -----—--------------- l F Registered Professional Land Surveyor No. 5513c RFa .................... ........................BRYAN CONNALLY •-,5513 Qr 30' 15' 0 30' 60' 9'•�'0F SUR`I SCALE: 1 " = 30' CM CONTROLLING MONUMENT LEGEND —O—O— CHAIN LINK FENCE O 1/2" IRON ROD FOUND PE — POOL EQUIPMENT n WOOD FENCE ® 1/2" IRON ROD SET BRICK COLUMN 0.5' WIDE TYPICAL Q 1" IRON PIPE FOUND AC —AIR CONDITIONING —x—x— BARBED WIRE ❑ FENCE POST CORNER `& FIRE HYDRANTFUIRON FENCE —///— PIPE FENCE ® "X" FOUND / SET COVERED PORCH,DECK OR CARPORT UNDERGROUND ELECTRIC — OE8 —OVERHEAD ELECTRIC SERVICE BOL—BOLLARD OVERHEAD ELECTRIC — off — OVERHEAD POWER LINE WM—WATER METER POWER POLE ., P VER ASPHALT PAVING a . CONCRETE PAVING GRAVEL/ROCK ROAD OR DRIVE ACCEPTED BY: .. . . , Surveying Texas, LLC. 12025 Shiloh Rd. Suite 230 Dallas, Texas 75228 LIV) P 214-349-9485 F 214-349-2216 Firm No. 10168800 SCALE SCJCERTIFICATE tLOw. G. F. N0. DRAWN The undersigned Registered Professional Land Surveyor (Bryan Connally) hereby certifies that, G ` ; (a) this plat of survey and the property description set forth hereon were prepared from an n 1 rr1 actual on—the—ground survey of the real property 1625 Brumlow Avenue described in Instrument No. D216241529, and shown hereon; (b) such survey was conducted by the SPI, Surveyor, or under his direction; (c) all monuments shown hereon actually existed on the 7 date of the survey, and the location, size and type of material thereof are correctly shown; _1, CM (d) except as shown hereon there are no observable protrusions on to the Property or observable protrusions there from, there are no observable discrepancies, conflicts, shortages in area or boundary line conflicts; (e) the size, location and type of improvements, are shown hereon, and all are located within the boundaries of the Property and setback from the Property lines the distances indicated; (f) the Property has apparent access to and from Brumlow Avenue, a public roadway; (g) the Property is not located in a 100 Year Flood Plain or in an identified "Flood Prone Area" as defined by the U. S. Department of Housing and Urban Development (Flood Insurance Rate Map No. 48439CO095K, with a date of 09/25/2009) pursuant to the Flood Disaster Protection Act of 1973. The surveyor expressly understands and agrees that this survey as having been performed to the appropriate standards of the current Texas Society of Professional Surveyors Standards and Specifications for a Texas Land Title Survey as set forth by the Texas Board of Professional Land Surveying. Use of this survey by any other parties and/or for other purposes shall be at user's own risk and any loss resulting from other use shall not be the responsibility of the undersigned. Executed this 16th day of January, 2019. r Bryan n n a I ly -----—--------------- l F Registered Professional Land Surveyor No. 5513c RFa .................... ........................BRYAN CONNALLY •-,5513 Qr 30' 15' 0 30' 60' 9'•�'0F SUR`I SCALE: 1 " = 30' CM CONTROLLING MONUMENT LEGEND —O—O— CHAIN LINK FENCE O 1/2" IRON ROD FOUND PE — POOL EQUIPMENT n WOOD FENCE ® 1/2" IRON ROD SET BRICK COLUMN 0.5' WIDE TYPICAL Q 1" IRON PIPE FOUND AC —AIR CONDITIONING —x—x— BARBED WIRE ❑ FENCE POST CORNER `& FIRE HYDRANTFUIRON FENCE —///— PIPE FENCE ® "X" FOUND / SET COVERED PORCH,DECK OR CARPORT UNDERGROUND ELECTRIC — OE8 —OVERHEAD ELECTRIC SERVICE BOL—BOLLARD OVERHEAD ELECTRIC — off — OVERHEAD POWER LINE WM—WATER METER POWER POLE ., P VER ASPHALT PAVING a . CONCRETE PAVING GRAVEL/ROCK ROAD OR DRIVE ACCEPTED BY: .. . . , Surveying Texas, LLC. 12025 Shiloh Rd. Suite 230 Dallas, Texas 75228 LIV) P 214-349-9485 F 214-349-2216 Firm No. 10168800 SCALE DATE JOB N0. G. F. N0. DRAWN 1"=30' 1 01/16/19 1 1900537 1 MC case# ZA20-0026 SECTION I KEY PLAN 11 GENERAL NOTES 10 9 „_," 3/32 -1 -0 SITE SECTION/ELEVATION .. _ . 5 3/32 -1 -0" NEW METAL STORAGE BUILDING WITH MASONRY EXTERIOR FINISH p, SITE SECTION/ELEVATION 3/32" =1'-0" TOP OF SLAB CV DRIVEWAY LEVEL METAL CHAIN LINK FENCE WITH PRIVACY SLATS BEYOND w z w 0- . 0. ry. n. . ___....... - - - - - --- - - 575 570 THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www.thielandthiel.com z 0 U U) W p O O � N U O N LLI W Q T SHEET TITLE SITE SECTION SHEET NUMBER A-3 CASE #: ZA20-0026 I NG NIZED DRIP -LASHING BOARD NEW OFFICE BUILDING EXTERIOR ELEVATION- WEST lit= 11-011 4 EXISTING ------------ BUILDING BEYOND WOOD PANELS NEW OFFICE BUILDING EXTERIOR ELEVATION- SOUTH lit= 11-011 4 TOP OF ROOF xxx TOP OF PARAPET XXX TOP OF PLATE XXX WINDOW HEADER XXX TOP OF 42" GUARDRAIL XXXI, BOTTOM OF WINDOW SILL XXXI, TOP OF FOUNDATION 1001-01, co EXTERIOR FLOOR LEVEL REFER TO CIVIL DRAWINGS GROUND LEVEL REFER TO CIVIL DRAWINGS m TOP OF ROOF xxx TOP OF PARAPET XXX TOP OF PLATE XXX WINDOW HEADER xxx TOP OF 42" GUARDRAIL XXXI, BOTTOM OF WINDOW SILL XXXI, TOP OF FOUNDATION 1001-01, EXTERIOR FLOOR LEVEL REFER TO CIVIL DRAWINGS GROUND LEVEL REFER TO CIVIL DRAWINGS THIEL & THIEL 1700 TENNISON PKWY Suite 100 COLLEYVILLE , TEXAS 76034 817.581.3838 www. thielandthieIsom cf) < F - o w rn >o w 0 x 0 z -i >m cf) W Z w mLL 0 LL ry N Lo < LLj Q0 0 T- U) cf) SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A- 3.1 I CASE #: ZA20-0026 FREE META CHAR WALL NEW OFFICE BUILDING EXTERIOR ELEVATION- EAST lit= 1'-011 4 METAL PROFIL 8x6x16 SPI IT FACF CMU WOOD PANELS TOP OF ROOF xxx TOP OF PARAPET XXX TOP OF PLATE XXX WINDOW HEADER XXX TOP OF 42" GUARDRAIL XXX" BOTTOM OF WINDOW SILL XXX" TOP OF FOUNDATION 100'-0" EXTERIOR FLOOR LEVEL ----------- REFER TO CIVIL DRAWINGS GROUND LEVEL REFER TO CIVIL DRAWINGS E TOP OF ROOF_ xxx METAL Q ; F-1 i �\ CAPPING N J ) � � \\ /// � � , / - � - — _ _ _ TOP OF PARAPET METAL COVER o XXX TOP OF PLATE F,_EF-05 XXX NEW OFFICE BUILDING EXTERIOR ELEVATION- NORTH lit= 1'-011 4 WINDOW HEADER XXX TOP OF 42" GUARDRAIL XXX" BOTTOM OF WINDOW SILL XXX" TOP OF FOUNDATION 100'-0" EXTERIOR FLOOR LEVEL REFER TO CIVIL DRAWINGS GROUND LEVEL REFER TO CIVIL DRAWINGS THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www. th ie landth i e Isom J J 1— w rn _ >o w zcf) O W Z w LI_ m J � a N= Q w Q0 V SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-3.2 lit= 1' -Off 4 STANDING SEAM r.., ....�T nAC'rAl nnno nec-rAl cnn_c RA—Al —1- WOOD PANELS EDGE ASONRY P METAL )OR EXTE l"= 1'-0ll 4 THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www. th ie landth i e Isom J F- J 1— w rn _ >o w p Q ,� z W Z w LI_ m J � V- a N Q LV c0 0 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-3.3 CASE #: ZA20-0026 ` GROUND LEVEL bo I XXX" REFER TO CIVIL DRAWINGS BOTTOM OF WINDOW SILL RAIN CHAIN XXX" TOP OF FOUNDATION 4 100'._0 �J I TOP OF ROOF EXTERIOR FLOOR LEVEL XXX REFER TO CIVIL DRAWINGS NG o REFER TO CIVIL DRAWINGS TOP OF PARAPET XXX 0 i TOP OF PLATE XXX NIZED DRIP =LASHING WINDOW HEADER XXX BOARD � o _ THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www. th ie landth i e Isom J F- J 1— w rn _ >o w p Q ,� z W Z w LI_ m J � V- a N Q LV c0 0 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-3.3 CASE #: ZA20-0026 TOP OF 42" GUARDRAIL bo I XXX" i BOTTOM OF WINDOW SILL RAIN CHAIN XXX" TOP OF FOUNDATION 100'._0 �J I EXTERIOR FLOOR LEVEL REFER TO CIVIL DRAWINGS GROUND LEVEL REFER TO CIVIL DRAWINGS THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www. th ie landth i e Isom J F- J 1— w rn _ >o w p Q ,� z W Z w LI_ m J � V- a N Q LV c0 0 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-3.3 CASE #: ZA20-0026 Mtl Bldg Peak EL = -4504'-1( Mtl Bldg Eave EL = -4509'-0 Finish Floor EL = -4524'-0 L .l L J L_ _I Lmm 1 � • � • � 1 i 1 111= 11-011 4 Mtl Bldg Peak EL = -4555'-1( Mtl Bldg Eave EL = -4560'-0 Finish Floor EL = -4575-0 Foamm- m WAREHOUSE EXTERIOR ELEVATION -WEST. lit= 11-011 STANDING SEAM RAC-rAI CI-tt-C: KA -AI P9 1- i_ -E L_ -1 L l L l L l L l L l L L_ -i NF:1.=WM WAREHOUSE EXTERIOR ELEVATION- SOUTH 111= 11_ 11 1 4 THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www. th ie landth i e Isom SHEET TITLE EXTERIOR SHEET NUMBER A-3.4 CASE #: ZA20-0026 THIEL & THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 W w W.th ielandth ie I.com W D U) Cn z O ry U U) W O O N ri) O N _ (7) W - W Q J J � wrn LU p Q� Q z o C W Z w LI_ m J � LL a-LLJN W (D0 V ~ cl- May 19, 2020 SHEET TITLE SITE AIR Amill, I 11,11illi SHEET NUMBER ml CASE #: ZA20-0026 E 0 U � W n o� Z Q� N W\ r` o O W H z = Z j tl F - 0Q 00 RETAINING WALL SCHEDULE MAX. WALL HEIGHT T A B C D E 0 LW P LB K 6'-6" 8" 12" 2'-0" 3'-0" 18" 8" #5 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" 5'-0" 8" 12" 1'-0" 1 3'-0" 12" 1 8" #4 @ 12" 1 #4 @ 12" 1 #4 @ 12" 1 #4 @ 12" 1 #4 @ 12" 1 DETAIL 3/4" = 1'-0" 1 RETAINING WALL i 1 1l10:1 ,: \ 2" TY P. i i i WALL HORIZONTAL B, REFER TO SECTIONS NOTE: FOR SIZE AND SPAC PROVIDE AT 50'-0" MAXIMUM o -- ----------------------- CORNER BARS TO B EXPANSION JOINT FILLER I L W n 't —0 SMOOTH BAR AT 18". GREASE OR WRAP ONE END 3 TYPICAL DETAIL 3/4" = 1'-0" 1 EXPANSION JOINT (E.J.) SPA N I ASMHORIIZO AILD BARS 2'-0" CONSTRUCTION OR EXPANSION JOINT UNREINFORCED CONCRETE WHEN DIFFERENCE IN TOP OF FOOTING �) ELEVATION IS LESS THAN 6'-0". "� OMIT WHEN DOWELS CAN BE PLACED BETWEEN ADJACENT FOOTINGS WITH 4" MINIMUM COVER, BOTH TOP AND BOTTOM. II ° 1 "0 SMOOTH DOWELS @ 12" O.C. —I IMI ISO I I 9 1 I _I A 2'-0" CORNER INTERSECTION 4 TYPICAL DETAIL 3/4" = 1'-0" 1 CONCRETE WALL REINFORCING BARS 2 DETAIL NOT TO SCALE I STEP IN FOOTING NOTE: PROVIDE 14'-0" O.C. MAX. & LESS THAN 6'-0" FROM CORNERS & INTERSECTIONS 101 1/2"0 x 4'-0" SMOOTH BAR AT 18". GREASE OR WRAP ONE END REFER TO 1/S1.2 PLAN 5 TYPICAL DETAIL NOT TO SCALE I WALL CONSTRUCTION JOINT SECTION "A" FWN""", O Structural i7 } t r 1 0 Frank W. Neal & Assoc., Inc. 817-332-1944 10 15 W. Broadway Ave. fwna-eng.com Fort Worth, TX 76104 Texas Firm Reg. No. F-296 O O L\ O O O O THIEL &THIEL 1700 TENNISON PKWY, Suite 100 COLLEYVILLE, TEXAS 76034 817.581.3838 www.thielandthiel.com AW GHRF K, EGGL'ESTON IONAL lo-it-2ot9 SHEET TITLE FOUNDATION DETAILS SHEET NUMBER S1.2 z 0 O U CV p Z >o Q � O >- Uj E- < z Z a 0 LL ao W Q m _ O 01- U) O �o o ry 0 (n = N W W o0 AW GHRF K, EGGL'ESTON IONAL lo-it-2ot9 SHEET TITLE FOUNDATION DETAILS SHEET NUMBER S1.2 O CV p C >o Q � O >- 0 E- < z W W OL O< ~ LL ao W Q m _ O O LO N� CL �o AW GHRF K, EGGL'ESTON IONAL lo-it-2ot9 SHEET TITLE FOUNDATION DETAILS SHEET NUMBER S1.2