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Item 6F PlansOWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICIDP.COM APPLICANT / ARCHITECT BOKA POWELL/ LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER SITE PLAN PACKAGE To Serve DISTRICT 114 AT KIMBALL PARK PRINCIPAL ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM LANDSCAPE ARCHITECT TBG PARTNERS 2001 BRYAN STREET, SUITE 1450 DALLAS, TX 75201 CONTACT: JODI HOUSE, PLA PHONE: (214) 744-0757 EXT. 213 EMAIL: JODI.HOUSE@TBGPARTNERS.COM SURVEYOR JPH LAND SURVEYING, INC 550 BAILEY AVE., SUITE 400 FORT WORTH, TEXAS 76107 CONTACT: JEWEL CHADD, R.P.L.S. PHONE: 817-431-4971 EMAIL: JEWEL@JPHLS.COM IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SITE MAP SCALE: 1" = 1/2 MILE 9Aa�s 8951 Cypress Waters Bld, Ste 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 ADAMS PROJECT NO. 2018.195 December 2018 Sheet List Table Sheet Number 2� S1.0 RYAN RLO S2.0 TOPOGRAPHIC AND BOUNDARY SURVEY S3.0 TH MAS = o NEWCASTL STONE AY CONCEPT PLAN S3.2 REQ; ALICE c� IAGUNA VISTA wy PRE -DEVELOPED DRAINAGE AREA MAP WHISPERING LN O cg SHOR gRIARCR'FT PRELIMINARY UTILITY PLAN L1.0 TREE CONSERVATION PLAN MA HESTE WOOD Dove EO LF 0 N z T M E `QF�� P�pOS1ERAove o z DUBLIN Park E s CRIPPLE QO ,� d o 0 a HIGHLAND MESA a PECOS DOVE BR NCHWDOD ASHWOOD A ANDELL 0 114 EVERGLADE V 9 81G END o w eREN 00D SOUTHLAKEQ�e soo BRppKGATE HARBOR WILDWOOD �G J RAINTREE m o A�NFO o U OVERLO K m` SNU7 a lA WOOD GREENBOUGH S= 3 z o f x C - N o 3 Y ROLLING STEPPLE OOD RED O D FORESRES LAMO z � oW o Q NDING EE TIFFANY FOREST R a zQ o 7I a a A TUMN a � IAMOND ¢ INWOOD m EMERALD o PROJECT F ; OA KNO<'x 1709 S°�=HAKE ,. � a s L LOCATI N 4 g`�p WALL o� o a o o a [a �mQ- o0 3 Y o a m W o e�p z RAINBOW OD a 26 J2� �_ h ~ c� SITE MAP SCALE: 1" = 1/2 MILE 9Aa�s 8951 Cypress Waters Bld, Ste 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 ADAMS PROJECT NO. 2018.195 December 2018 Sheet List Table Sheet Number Sheet Title S1.0 COVER SHEET S2.0 TOPOGRAPHIC AND BOUNDARY SURVEY S3.0 SITE PLAN S3.1 CONCEPT PLAN S3.2 CONCEPT PLAN DATA S4.0 PRELIMINARY GRADING AND DRAINAGE PLAN S5.0 PRE -DEVELOPED DRAINAGE AREA MAP S6.0 POST -DEVELOPED DRAINAGE AREA MAP S7.0 PRELIMINARY UTILITY PLAN L1.0 TREE CONSERVATION PLAN L1.1 LANDSCAPE PLAN THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 12127118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 PRELIMINARY FOR REVIEW PURPOSES ONLY LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX CASE NO: ZAI8-0057 IT U O U Drafter: SGT Revision: Revision: Revision: LEGEND OF ABBREVIATIONS US.SyFt. United States Survey Feet TxCS,'83,NCZ Texas Coordinate System of 1983, North Central Zone Southlake NAVD'88 North American Vertical Datum of 1988 borehole P.R.T.C.T. Plat Records of Tarrant County, Texas AE Access Easement O.P.R.T.C.T. Official Public Records of Tarrant County, Texas CATV O cable tv D.R.T.C.T. Deed Records of Tarrant County, Texas EA Emergency Access Easement VOL/PG/INST# Volume/Page/Instrument Number EM O electric meter LEGEND OF SYMBOLS POB/POC Point of Beginning/Point of Commencing ESMT/BL Easement/Building Line Southlake ❑,a air conditioner borehole AE Access Easement CATV O cable tv EA Emergency Access Easement EM O electric meter y DE Drainage Easement fence or handrail INST.# D216064993, O.P.R.T.C.T. WE Water Easement EDC 7 fire dept. connection UE Utility Easement FHo, fire hydrant EE Electrical Easement - guardrail CAE or CA Common Access Easement © grease trap >SE Signage Easement GP O bollard 8 CONCRETE CURB & RCP/CPP Reinforced Concrete Pipe/Corrugated Plastic Pipe G1 ❑ grate inlet o GM0 gas meter GUTTER (TYPICAL) N89041'16"E 295.56' gas line w GUY utility pole anchor CRS ry irrigation valve (NO CURB) �P LOT 2 p �w FL 10" STEEL�02.T m C' landscape or tree line — — — — — — — — — — — — — — KIMBALL PARK �� , �,�,�� LEB ❑ landscape electric box / IV / N89°33'50"E 260.38' VO UME I 39 P GE 7 J T UP INST.# D216064993, O.P.R.T.C.T. \� / � �j -- 2A LSL 0 landscape light E — �W CRs .R. .T, CR$ / LP O light ole +••� 1/2" REBAR / A 9 ' g p � / wM �� -� MDP SOUTHLAKE, LLC / � �/ / s� L=41.12' R=113.00' A=020051'04" MB ❑ mailbox o�� INST# D213121114 O.P.R.T.C.T. 0� 5�O �� E MNS S35025'27"W-40.90' 32T" ELM ' Mw O® monitoring well ,h�,� �° —ou—overhead utility lines 1.551 ACRES �°� I I 1 I / / / 5 WV DE PE (g pool equipment ,� ` ' Q —road sign •� � � '--� 67,569 SQUARE FEET � �/ / / RD -1 roof drain o —silt fence - 356.7' spot elevation ssMH sanitary sewer manhole — s — sanitary sewer pipe sDMHDO storm water manhole storm water pipe TMH OT telephone manhole TEL O tank fill lid TR ❑ telephone riser .—traffic signal pole o uMH OO unknown manhole co o utility clean out Uc=utility cabinet Uv=utility vault o utility markings (line color color of markings) UP O utility pole UP/UG-4 utility pole with riser / utility sign -*water shutoff o wv :7� water valve In w0 water manhole wM ® water meter p OO well Z water line ®gone -foot contour lines tree trunk (not canopy) caliper inches at breast height ornamental tree UTILITY WARNING 811 or other similar utility locate requests (DIG-TESS) may be ignored or result in an incomplete response, in which case utilities may not have been marked, or not completely marked, at the time the fieldwork was performed for this survey. Therefore, other utilities may exist which are not shown on this survey. With regard to Table A, item 11 *(if addressed), source information from plans and markings have been combined with observed evidence of utilities pursuant to Section 5.E.iv. to develop a view of the underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. Where additional or more detailed information is required, excavation and/or a private utility locate request may be necessary. FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X (NON -SHADED) of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, map no. 48439C0105K, dated 2009/09/25, via scaled map location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. / MONUMENTS / DATUMS / BEARING BASIS Monuments are found if not marked MNS or CRS. CRS Oo 1/2" rebar stamped "JPH Land Surveying" set MNS Oo Mag nail & washer stamped "JPH Land Surveying" set TBM $ Site benchmark (see vicinity map for general location) O Vertex or common point (not a monument) Elevations, if shown, are NAVD'88 Bearings are based on grid north (TxCS,'83,NCZ) TYPE I O TxDOT Right of Way tapered concrete monument. TYPE II Oo TxDOT Right of Way bronze cap in concrete. / \TYPE III 0 TxDOT Right of Wav aluminum cap. 11 ��aNd CLICK 0 • FOR PICS �p 0 30' 60' Scale: 1" = 30' JPH Job/Drawing No. (see below) 2018.200.026 Lot A, Block A, Briarwood Estates & Lot 2, Kimball Park, Southlake, Tarrant Co., Tx- TOPO.dwg © 2018 JPH Land Surveying, Inc. - All Rights Reserved 1516 E. Palm Valley Boulevard, Suite A4 Round Rock, Texas 78664 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW I Austin I Abilene 9 ELM p) INST.# D216064993 O.P.R.T.C.T NO BUILDINGS OBSERVED ��pc�°) wqq' O b C WV wPsQ�� Z Z GROSS LAND AREA / I / 3.301 ACRES — — — _ / / �E9ti`��. \ /H S //� / 143,804 SQUARE FEET ��'S, REMAIND R OF Z v I / I / //LOT A, BUCK A I I�rr s' ELM I�o BRWOOD EST//AYES, PHASE I y 1 - 6, ELM / /� VOL. 38;� 89, PG. 7 _j 7" OAK /.T.C.T. / 7 ELM 9" OAK ti OAK / / / $ / 9 0�9gi SPEED LBri� 30 I N � � L .............. t / U° - - I / N00°26'10"W / / L-146.17, R-200.00 a Io I BRUCE W. FU SELMAN AND W FE, r _-6" ELM 364.31 o _ A=041052'32" �Z MICHELLE H. FUSSELMAN� / S24°54'43"W�142.94' VOL. 165, PG. 1233 e� / i ' � � � � � �,� ID. .T.C.T. S00026'10"EELMlull I�T-1 [�, EDGE OF ASPHALT 1 296.36 oho Lj I (NO CURB) /� V E% 28 ELM LG wo00 p4 oHa Ia ]- TELE 1.750 ACRES 76,234 S�UARE FEET 9HAVCIKBEY/ , 8 OAK / / ER ENCLOSURE GRE 0.1 I MB / J J„ I I E- 6" ELM Il ��VAA / / WE&DE �%. sT.# 1)2160 4993 n 16" BRr�FORDPEAR 1I�9�-1i,�. o I0" EJ QP.R.T.C.T IV / \ �[A-] I/IACKBEa 1 I �9"ASH� TUE I / / CABINET A, SLIDE 3620 w� oo 04 /I A EM P.R.T.C.T. °° o COVEREDAREElfC MNS / Z/�. i,1 1, 1, + FINISHED FLOOR / I TR TEXAS UTILITIES ELECTRIC COMPANY I / / `O LOT ADDITIBLOC1 CONCRETE 17 OVERIiF,AD/UNDERGROUND ESMT. �/ � �\� W a ELEVATION=602.8' (/ UPi G ON � U � L / \ � INST.# 1)198196832, O.P.R.T.C.T. DE \z LANDSCAPE AREA/ NATURAL GROUND INST.#D211037987 U _ 2L M�� STATE QQF TEXAS (ISLAND) O.P.R.T.C.T. INST.#]p198008 P.R.T.C.T. (DOTTED) 16"B DFORDPEAR ) \ I 17" H CKBERRY - IV ELM8 \� /� �� Z('11 e I _= LANDSCAPE AREA/ NATURAL GROUND E(ISLAND) 50'B.L. r \7_7 Imo/ I TBM MNS _ / / / I'" CEDAR I INST.# 1)216064993, O.P.R.TC.T — / I — 607.27' U ^ � FL 6" CPP -602.4' _ tFH vFi w �/ / / ( It CAR STATE OF TEXAS' o I INST.# 1)216064993, INST.# 1)197181847 IO.P.R.T.C.T �C O.P.R.T.C.T. / DE WATER & SEWER ESMT. I ° / STATE OF TEXAS Q O INST# 1)2/1037987 UC - CAE CITY OF 0045, INST.#D199079529 f� U O.P.R.T.C.T. ASPHALT I UC �{ \ \ INST.#D205000045SOU�,- - CAE \ ANIMAL CLIN P.R.T.C.T. O.P.R.T.C.T. 1/2" REB CONCRETE ou UP/UG A \� \ ° N85059'38"W �• N INST.# D214113070 _ S58 25 24 W R1nr=59s O.P.R.T.C.T. ou ou — ou \�)AK 47.95' L TO OPEN 00 WATER & SE I� h LANDSCAPE AREA/ NATURAL GROUND _ 20.1 5 WER ESMT. 15'X35 E ° (ISLAND) CRS ou V�� 4 �- 1 CITY OF SOUTHLAKE-�PFST.#1)216 649 p H o0 ou L ��\��% -- - INST.# D205000041, O.P.R.T.C,T. Z, „�LLP�RJ' �°.P C' 20'WATER/SEWER ESMT. ou E GUY GI TOP -604.4' °U ou ` i \ CITY OF SOUTHLAKE FL 24" RCP=601.9' �� •605- (7{X C / ;i \ ou \— o SOD SIGN M NUMEN SIGN z \ INST.# D205000042, O.P.R.T.C.T. - A °u - U — ��h GU U - - °u_ _ N85°59'38"W 125.01' — TXD01-TYP '� o 607 � TEL TELE � � _ � � GUY O° ou MNS - ou ou STOP ---- — ou SPEED LIMIT 45 — — — — — — ou ° — ou 15' UE OONCRE 0 °U ou ou ou oo UP INST # 9 9 ]ITYO O O.P.R.T.C.T. KT STATE OF TEXAS L=196.74 NCR , R=5619. 8 COETE CURB & GUTTER (TYPICAL \ 602 VOL. 4248, PG. 189 A=002°00'21" ) STATE OF TEXAS 114 BRICK Mn D.R.T.C.T. N83035'16"W-196.73' INST.# D197191851 STATE OF TEXAS \ MNCRU O.P.R.T.C.T. INST.# D198008710, 3.3'ACCESSDENIE SL. 13965, PG. 182 TATE OF TEXAS E STATE HIGHWAY NO. 114 O.P.R.T.C.T. CONCRETE 0.9'ACCESSGRANTE VO (220' ROW PER STATE HIGHWAY DEP D.R.T.C.T. �TMENT RIGHT OF WAY MAP DATED APRIL 10, 1985) STATE OF TEXAS 4229, PG. 663, D.R.T.C.T. SOUTHLAKE SEWER INFRASTRUCTURE MAP NOT TO SCALE Southlake p Sewer Infrastructure at 2100 and 2102 E State Hwy 114 3 __Vqw Ji:. J _ 4: ewe Seel 'Qt sir t f inch = 50 feet .......".�..,..... Jll SOUTHLAKE WATER INFRASTRUCTURE MAP NOT TO SCALE Southlake LOT I Water Infrastructure KIMBALL PARK at 2100 and 2102 E State Hwy 114 y I� \ INST.# D216064993, O.P.R.T.C.T. - Scale s 1:600 1 inch = 50 feet ,.....a,n..",..a. 8 CONCRETE CURB & \ GUTTER (TYPICAL) N89041'16"E 295.56' CRS MNS c I LOT 1, BLOCK A o \ FIRE LANE STRIPING w BRIARWOOD ESTATES, PHASE I H F u �j VOL. 388-189, PG.7EDGEOF P.R.T.C.T. —� — CONCRETE_ \ n r✓ / (NO CURB) a as 600. \ o > O O I 1�9n \ CONCRETETIEADWALL I EDGE OF I CONCRETE CONCRETE DRAINAGE STRUCTURE / l/ /'k0 OE / / � I J /' W� \ a / MNS ry irrigation valve (NO CURB) �P LOT 2 p �w FL 10" STEEL�02.T m C' landscape or tree line — — — — — — — — — — — — — — KIMBALL PARK �� , �,�,�� LEB ❑ landscape electric box / IV / N89°33'50"E 260.38' VO UME I 39 P GE 7 J T UP INST.# D216064993, O.P.R.T.C.T. \� / � �j -- 2A LSL 0 landscape light E — �W CRs .R. .T, CR$ / LP O light ole +••� 1/2" REBAR / A 9 ' g p � / wM �� -� MDP SOUTHLAKE, LLC / � �/ / s� L=41.12' R=113.00' A=020051'04" MB ❑ mailbox o�� INST# D213121114 O.P.R.T.C.T. 0� 5�O �� E MNS S35025'27"W-40.90' 32T" ELM ' Mw O® monitoring well ,h�,� �° —ou—overhead utility lines 1.551 ACRES �°� I I 1 I / / / 5 WV DE PE (g pool equipment ,� ` ' Q —road sign •� � � '--� 67,569 SQUARE FEET � �/ / / RD -1 roof drain o —silt fence - 356.7' spot elevation ssMH sanitary sewer manhole — s — sanitary sewer pipe sDMHDO storm water manhole storm water pipe TMH OT telephone manhole TEL O tank fill lid TR ❑ telephone riser .—traffic signal pole o uMH OO unknown manhole co o utility clean out Uc=utility cabinet Uv=utility vault o utility markings (line color color of markings) UP O utility pole UP/UG-4 utility pole with riser / utility sign -*water shutoff o wv :7� water valve In w0 water manhole wM ® water meter p OO well Z water line ®gone -foot contour lines tree trunk (not canopy) caliper inches at breast height ornamental tree UTILITY WARNING 811 or other similar utility locate requests (DIG-TESS) may be ignored or result in an incomplete response, in which case utilities may not have been marked, or not completely marked, at the time the fieldwork was performed for this survey. Therefore, other utilities may exist which are not shown on this survey. With regard to Table A, item 11 *(if addressed), source information from plans and markings have been combined with observed evidence of utilities pursuant to Section 5.E.iv. to develop a view of the underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. Where additional or more detailed information is required, excavation and/or a private utility locate request may be necessary. FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X (NON -SHADED) of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, map no. 48439C0105K, dated 2009/09/25, via scaled map location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. / MONUMENTS / DATUMS / BEARING BASIS Monuments are found if not marked MNS or CRS. CRS Oo 1/2" rebar stamped "JPH Land Surveying" set MNS Oo Mag nail & washer stamped "JPH Land Surveying" set TBM $ Site benchmark (see vicinity map for general location) O Vertex or common point (not a monument) Elevations, if shown, are NAVD'88 Bearings are based on grid north (TxCS,'83,NCZ) TYPE I O TxDOT Right of Way tapered concrete monument. TYPE II Oo TxDOT Right of Way bronze cap in concrete. / \TYPE III 0 TxDOT Right of Wav aluminum cap. 11 ��aNd CLICK 0 • FOR PICS �p 0 30' 60' Scale: 1" = 30' JPH Job/Drawing No. (see below) 2018.200.026 Lot A, Block A, Briarwood Estates & Lot 2, Kimball Park, Southlake, Tarrant Co., Tx- TOPO.dwg © 2018 JPH Land Surveying, Inc. - All Rights Reserved 1516 E. Palm Valley Boulevard, Suite A4 Round Rock, Texas 78664 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW I Austin I Abilene 9 ELM p) INST.# D216064993 O.P.R.T.C.T NO BUILDINGS OBSERVED ��pc�°) wqq' O b C WV wPsQ�� Z Z GROSS LAND AREA / I / 3.301 ACRES — — — _ / / �E9ti`��. \ /H S //� / 143,804 SQUARE FEET ��'S, REMAIND R OF Z v I / I / //LOT A, BUCK A I I�rr s' ELM I�o BRWOOD EST//AYES, PHASE I y 1 - 6, ELM / /� VOL. 38;� 89, PG. 7 _j 7" OAK /.T.C.T. / 7 ELM 9" OAK ti OAK / / / $ / 9 0�9gi SPEED LBri� 30 I N � � L .............. t / U° - - I / N00°26'10"W / / L-146.17, R-200.00 a Io I BRUCE W. FU SELMAN AND W FE, r _-6" ELM 364.31 o _ A=041052'32" �Z MICHELLE H. FUSSELMAN� / S24°54'43"W�142.94' VOL. 165, PG. 1233 e� / i ' � � � � � �,� ID. .T.C.T. S00026'10"EELMlull I�T-1 [�, EDGE OF ASPHALT 1 296.36 oho Lj I (NO CURB) /� V E% 28 ELM LG wo00 p4 oHa Ia ]- TELE 1.750 ACRES 76,234 S�UARE FEET 9HAVCIKBEY/ , 8 OAK / / ER ENCLOSURE GRE 0.1 I MB / J J„ I I E- 6" ELM Il ��VAA / / WE&DE �%. sT.# 1)2160 4993 n 16" BRr�FORDPEAR 1I�9�-1i,�. o I0" EJ QP.R.T.C.T IV / \ �[A-] I/IACKBEa 1 I �9"ASH� TUE I / / CABINET A, SLIDE 3620 w� oo 04 /I A EM P.R.T.C.T. °° o COVEREDAREElfC MNS / Z/�. i,1 1, 1, + FINISHED FLOOR / I TR TEXAS UTILITIES ELECTRIC COMPANY I / / `O LOT ADDITIBLOC1 CONCRETE 17 OVERIiF,AD/UNDERGROUND ESMT. �/ � �\� W a ELEVATION=602.8' (/ UPi G ON � U � L / \ � INST.# 1)198196832, O.P.R.T.C.T. DE \z LANDSCAPE AREA/ NATURAL GROUND INST.#D211037987 U _ 2L M�� STATE QQF TEXAS (ISLAND) O.P.R.T.C.T. INST.#]p198008 P.R.T.C.T. (DOTTED) 16"B DFORDPEAR ) \ I 17" H CKBERRY - IV ELM8 \� /� �� Z('11 e I _= LANDSCAPE AREA/ NATURAL GROUND E(ISLAND) 50'B.L. r \7_7 Imo/ I TBM MNS _ / / / I'" CEDAR I INST.# 1)216064993, O.P.R.TC.T — / I — 607.27' U ^ � FL 6" CPP -602.4' _ tFH vFi w �/ / / ( It CAR STATE OF TEXAS' o I INST.# 1)216064993, INST.# 1)197181847 IO.P.R.T.C.T �C O.P.R.T.C.T. / DE WATER & SEWER ESMT. I ° / STATE OF TEXAS Q O INST# 1)2/1037987 UC - CAE CITY OF 0045, INST.#D199079529 f� U O.P.R.T.C.T. ASPHALT I UC �{ \ \ INST.#D205000045SOU�,- - CAE \ ANIMAL CLIN P.R.T.C.T. O.P.R.T.C.T. 1/2" REB CONCRETE ou UP/UG A \� \ ° N85059'38"W �• N INST.# D214113070 _ S58 25 24 W R1nr=59s O.P.R.T.C.T. ou ou — ou \�)AK 47.95' L TO OPEN 00 WATER & SE I� h LANDSCAPE AREA/ NATURAL GROUND _ 20.1 5 WER ESMT. 15'X35 E ° (ISLAND) CRS ou V�� 4 �- 1 CITY OF SOUTHLAKE-�PFST.#1)216 649 p H o0 ou L ��\��% -- - INST.# D205000041, O.P.R.T.C,T. Z, „�LLP�RJ' �°.P C' 20'WATER/SEWER ESMT. ou E GUY GI TOP -604.4' °U ou ` i \ CITY OF SOUTHLAKE FL 24" RCP=601.9' �� •605- (7{X C / ;i \ ou \— o SOD SIGN M NUMEN SIGN z \ INST.# D205000042, O.P.R.T.C.T. - A °u - U — ��h GU U - - °u_ _ N85°59'38"W 125.01' — TXD01-TYP '� o 607 � TEL TELE � � _ � � GUY O° ou MNS - ou ou STOP ---- — ou SPEED LIMIT 45 — — — — — — ou ° — ou 15' UE OONCRE 0 °U ou ou ou oo UP INST # 9 9 ]ITYO O O.P.R.T.C.T. KT STATE OF TEXAS L=196.74 NCR , R=5619. 8 COETE CURB & GUTTER (TYPICAL \ 602 VOL. 4248, PG. 189 A=002°00'21" ) STATE OF TEXAS 114 BRICK Mn D.R.T.C.T. N83035'16"W-196.73' INST.# D197191851 STATE OF TEXAS \ MNCRU O.P.R.T.C.T. INST.# D198008710, 3.3'ACCESSDENIE SL. 13965, PG. 182 TATE OF TEXAS E STATE HIGHWAY NO. 114 O.P.R.T.C.T. CONCRETE 0.9'ACCESSGRANTE VO (220' ROW PER STATE HIGHWAY DEP D.R.T.C.T. �TMENT RIGHT OF WAY MAP DATED APRIL 10, 1985) STATE OF TEXAS 4229, PG. 663, D.R.T.C.T. SOUTHLAKE SEWER INFRASTRUCTURE MAP NOT TO SCALE Southlake p Sewer Infrastructure at 2100 and 2102 E State Hwy 114 3 __Vqw Ji:. J _ 4: ewe Seel 'Qt sir t f inch = 50 feet .......".�..,..... Jll SOUTHLAKE WATER INFRASTRUCTURE MAP NOT TO SCALE PROPERTY DESCRIPTION: Being all of Lot A, Block A, Briarwood Estates Phase I an addition to the City of Southlake, Tarrant County, Texas as recorded in Volume 388-139, Page 7, Plat Records of Tarrant County, Texas SAVE AND EXCEPT that property described in Deed to the State of Texas recorded in Volume 12926, Page 407 (Instrument No. D197181847) and Volume 12926, Page 411 (Instrument No. D197181851), of the Official Public Records, Tarrant County, Texas; and being all of Lot 2, Kimball Park an addition to the City of Southlake, Tarrant County, Texas as recorded in Inst.# D216064993, Official Public Records of Tarrant County, Texas SURVEYOR'S NOTES: 1. Site benchmark is a mag nail with a washer stamped "JPH LAND SURVEYING" set in the concrete pad of a fire hydrant located in the west right of way line of Cherry Lane Street, approximately located 91 feet northwesterly from the centerline intersection of Cherry Lane and E. State Highway 114, approximately 21 northeasterly from a 1/2"rebar found at the southeast corner of Lot B, Block B, Briarwood Estates Phase L Benchmark Elevation = 607.27' (NAVD'88). See vicinity map for general location. 2. The field work was completed on September 19, 2018. 3. Utility locations are per observed and sources listed below: • DIG-TESS - ticket number(s) 1875377839 • City of Southlake - Water and sewer utility maps were provided by Patrick Whitham, GIS Analyst City of Southlake Texas (pwhitham@ci.southlake.tx.us) 4. There are no marked parking spaces on subject property. 5. "Kimball Park" monument sign is located outside of the signage easement created by Inst.# D216064993 O.P.R.T.C.T. 6. Site surface is natural ground/dirt unless noted otherwise. 7. Lot A, Block A, Briarwood Estates, Phase I record description's error of closure is 19.08'. Lot 2, Kimball Park record description's error of closure is 0.00'. Jewel Chadd Registered Profess Land Surveyor No jewel@jphls.com September 19, 201 VICINITY MAP NOT TO SCALE TOPOGRAPHIC & BOUNDARY SURVEY 3.301 ACRES(GROSS) BEING ALL OF LOT 2, KIMBALL PARK INST.# D216064993, O.P.R.T.C.T. LOT A, BLOCK A BRIARWOOD ESTATES PHASE I VOL. 388-139, PG. 7, P.R.T.C.T. CITY OF SOUTHLAKE, TARRANT COUNTY TEXAS ADDRESSES (PER APPRAISAL DISTRICT): 2102 E. STATE HIGHWAY 114 2100 E. STATE HIGHWAY 114 116 117 118 Southlake Water Infrastructure at 2100 and 2102 E State Hwy 114 y �ahr�Mains-" - Scale s 1:600 1 inch = 50 feet ,.....a,n..",..a. PROPERTY DESCRIPTION: Being all of Lot A, Block A, Briarwood Estates Phase I an addition to the City of Southlake, Tarrant County, Texas as recorded in Volume 388-139, Page 7, Plat Records of Tarrant County, Texas SAVE AND EXCEPT that property described in Deed to the State of Texas recorded in Volume 12926, Page 407 (Instrument No. D197181847) and Volume 12926, Page 411 (Instrument No. D197181851), of the Official Public Records, Tarrant County, Texas; and being all of Lot 2, Kimball Park an addition to the City of Southlake, Tarrant County, Texas as recorded in Inst.# D216064993, Official Public Records of Tarrant County, Texas SURVEYOR'S NOTES: 1. Site benchmark is a mag nail with a washer stamped "JPH LAND SURVEYING" set in the concrete pad of a fire hydrant located in the west right of way line of Cherry Lane Street, approximately located 91 feet northwesterly from the centerline intersection of Cherry Lane and E. State Highway 114, approximately 21 northeasterly from a 1/2"rebar found at the southeast corner of Lot B, Block B, Briarwood Estates Phase L Benchmark Elevation = 607.27' (NAVD'88). See vicinity map for general location. 2. The field work was completed on September 19, 2018. 3. Utility locations are per observed and sources listed below: • DIG-TESS - ticket number(s) 1875377839 • City of Southlake - Water and sewer utility maps were provided by Patrick Whitham, GIS Analyst City of Southlake Texas (pwhitham@ci.southlake.tx.us) 4. There are no marked parking spaces on subject property. 5. "Kimball Park" monument sign is located outside of the signage easement created by Inst.# D216064993 O.P.R.T.C.T. 6. Site surface is natural ground/dirt unless noted otherwise. 7. Lot A, Block A, Briarwood Estates, Phase I record description's error of closure is 19.08'. Lot 2, Kimball Park record description's error of closure is 0.00'. Jewel Chadd Registered Profess Land Surveyor No jewel@jphls.com September 19, 201 VICINITY MAP NOT TO SCALE TOPOGRAPHIC & BOUNDARY SURVEY 3.301 ACRES(GROSS) BEING ALL OF LOT 2, KIMBALL PARK INST.# D216064993, O.P.R.T.C.T. LOT A, BLOCK A BRIARWOOD ESTATES PHASE I VOL. 388-139, PG. 7, P.R.T.C.T. CITY OF SOUTHLAKE, TARRANT COUNTY TEXAS ADDRESSES (PER APPRAISAL DISTRICT): 2102 E. STATE HIGHWAY 114 2100 E. STATE HIGHWAY 114 116 117 118 H a M O. 0 LL 0 N d 0 u N Q `o E LL 3 u Z=vm g$o�L 1p >oaX M moat �0000 WWWw X0000 riaaaa OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICI DP.COM APPLICANT / ARCHITECT BOKA POWELL, LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PRINCIPAL PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER: ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM I 1/2" REBAR I I R30' R 15' —605)' - 60' PROPOSED 5' SIDEWALK PAVEMENT R15' 87' w w ° R30 PROPOSED VEHICULAR PAVEMENT PROPOSED SIDEWALK oo� 0 a�o C >hp6L I m � I *FH HYDRANT Z C-2 ZONE S2 OFFICE COMMERCIAL LAND USE a CURRENT OWNER: U o PAUL & DORIS CARDARELLI 0 P.O. BOX 802 " ALEDO, TX 76008-0802 1 W o I � BACK OF CURB U TYPE C - 10' BUFFERYARD 607.27' FMM MNS I 1/2" REBAR 128' ----�60.0'- Site Data Su mia><y ' xLsting oning -3 & , -p......... r .............. ................................................._......-........_..................... I.............. ........... ro ose onmQ _ SII seesl;pdatlori Office Commercial & R' Lxe ....................... .... cation .. ................................................................................................................................................01 ................. et Acreage Nizuber of Proposedto gs .._......_........................_......-. n........................... �'eie'e"iat age' of"5'it a"C`oVei�age.................................... '8':8�i',�o rea o en ace cres ercen€age of Open ace "�irea'af`Cnipervioiis'i"•o�ci�.o .................................. ...............................�'37.L... ........................... ercentaee o perviatts .overage a �� ru�Qsed BinrRirig��Lrea �'{"moot �i�'ri►ir ii..Si�...�,F�............... > i g 1 (M ed se ...................... iriCiiiue "(T v e'il"f3se......................................... ............................. WITSU............................. ota Btilding I Mute se .. ............................................................... ......... �iriTeiilg �"(I4'Iii;ed'Ll'sse�'................ �.................................... ................................ to g eid t ................I......... �1➢IdInI; 1 (��'I LxeC� �SeKJ.. _ 7 - u g 2 (Mixed Use) { ...................................................................................................................... "T�:ropase� �`!'o4r';4"re`a"�Snti�ii�e''1~ eetf Lobby ..............................R&R...................,,......,...............................................................................,.... .X 6 4.............................. estatrant m .. .... ..........� edicaT..................... ...... ...... ............ ............... .............. ........ ................. ..... 3�a.00............................. lce 1" Vent Anterior 5paCe� Vent exterior space .ata. .................................. egn➢re ar ing er a atto s �YSrovided T�arkm>; Standard AICA"�LccesstGle ................................................ .................. ota$ 1k'e�jinred'L oading'�paces ...... ............................................ i 10,.R..�.0 1. ..w. rovi nagaces � - 10, x _5 -------------------------------- Start ................Start Construction MorlthlYear _ Ain -2019 End Constriction MonthlYear Mar -2020 I ) LOT 1, BLOCK A BRIARWOOD ESTATES, PHASE 1 24'X55' LOADING ZONE �^ F GRAPHIC SCALE 0 30 60 FEET 1 "=30' SP2 ZONE MIXED USE LAND USE FOR THE CITY OF SOUTHLAKE ARTICLE V11 - PARK AND RECREATION DEDICATION REQUIREMENTS. SECTION 7.03-2 LAND DEDICATION REQUIREMENTS Non -Residential Developments: Although non-residential development does not generate residential occupancies per se, it does create environmental impacts which may negatively affect the living environment of the community. These impacts may be ameliorated or eliminated by providing park or open space areas which buffer adjoining land uses, prevent undue concentration of paved areas, allow for the reasonable dissipation of automotive exhaust fumes, provide natural buffers to the spread of fire or explosion, and provide separation of lighting, waste disposal, and noise by-products of non-residential operations and activities from adjacent residential areas. The City has therefore determined that non-residential developments must provide dedicated parks and/or reserved open space at a ratio of one (1) acre of park land for every fifty (50) non-residential gross acres of development or prorated portion thereof. CURRENT OWNER: LOT 1 FC SOUTHLAKE, LLC KIMBALL PARK P.O. BOX 131678 FNST.# D216064993, O.P.R.T ( ' DALLAS, TX 75313 10' BUILDING SETBACK AND TYPE B - 10' BUIFFERYARD RETAINING WALL / RETAINING WALL 0-1 ZONE VOL. 388-189,PG. 7 SOLID METAL GATE U MIXED USE LAND USE P.R.T.C.T. CURRENT OWNER: 8 SOLID MASONRY SCREEN AOS INVESTMENTS GROUP, INC. 41 ° ° I I ° R30' 469 CHERRY LANE WALL (MATCH PRINCIPAL M SOUTHLAKE, TX 76092-5409 BUILDING MASONRY 0 0�. 10' BUILDIN SETBACK AND �. G,S C TRASH COMPACTOR 2 I II TYPE B - 10 BUFFERYARD II I 92 1, PARK II 1GE 7 d 903, O.P.R.T.C.T. IL r _ II ° I❑ 25 d d d _v` , ARE FEE ° �1— FAIRK,I °s d ° d I m � ° d d INO BUILDINGS OBSERVE DRETAINING WALL d RISER ROOMING DEPTH°RAGE 32'STACKd ° S STORY °I F9( dUP ER FF = 1 00 a ° GRQSS LAN ° 3.301dACRES 90' N d4 d d OWER ° FF 02 50 d 43,804 SQUA ° d° ° N° d ° a d ❑ ° d B ... ` • 127'B TAI WCES, P SLQPG d d Va 3 `I8 PTCR ° - IIII d ° d RETAINING VVALL PROPOSED SIDEWALK 4 PROPOSED SIDEWALK , $' °° ° I .71' STACKING DEPTH d ° ° ° a PAVEMENT ° ° d ° ° ° d PAVEMENT d L L3R )1 V'y'°°I--USSLLNIAN� ANIDWj1La 11 a IvIICFIELLE H. SSELMAN d `° V L°. 14PG.d a ° P— d 11 / a 65, T. 10 d 7 d a a Ll 25' 128' d d d 62' r , I I I 6 ,125' 94' 8' 14 II 11' 18'-20' BUILDING SETBACK I 20' I SII II 9' II 5, II II II MIXED USE a MIXED USE u II 47 RISEN ROOM 3 STORY ° j 65' 65' ° I 4 STORY ° 4.I II , FFE = 604.00 50' BUILDING SETBACK FFE = 602.50 I �I 1N �� 22'' 9' BLDG = 7,966 SF BLDG — 19,130 SF,II'.-ANY 35 II II — 46 I ,M7. II II iil 106' -713 _5•/ II \ L 30' R30' I r r1l —0-5' 31 41 r IILU d I 112ill ' B-B(TYP) d _ _-,.rR ,'=— — — — — 5 d • ° d ° • • • ° • ° • ° °• I °d -04 N °d ° Ea° F;863IRA6P FFIRESo EINGD54'STACKT;2 FIRELANE fIRELANE ANE t N ° I F —m d ° --° _° _°• S ° FCI d 0 s ° STATE E JNST.#D1971$I847-- 24' IRE LANE EAS'MT EIa ®° d IST.# o°z 3 PR.TTOC FIPLA°O.P.RT C.T. a aX 5-1-' S%T° ACKI°NG D° ° Ed°PTHR30' d D E VST.# 70100FRELpE dUTHL KEgI ST# RiOI ° r ANE.IR IRELANE DIew9 FI66' nU d RI =588. '32 6 d ° — - - CITY OF SOUTHLAK '��E T� I s212 Woo41,A.P,gJ c•�I4., L ",/R K WOODSIGN MWNUMEN- SIGA' 79 J— ou — ou STATE OF TEXAS VOL. 4248, PG. 189 D.R.T.C.T. PROPOSED & SIDEWALKSTATE OF TEXAS PAVEMENT FTYPE E — 10 BUFFERYARD INST.# D197181851 STATE OF TEXAS O.P.R.T.C.T. INST.# D198008710, E•STATE HIGHWAY N�TT 1 O.P.R.T.C.T. (220' ROW PER STATE HIGHWAY DEPARTMENT RIGHT OF WAY O. p DATED APRIL 10 1 985) STATE OF TEXAS 4229, PG. 663, D.R.T.C.T. �! OL OU OU � OL 114 O iOwlsumr Dove p U t 0 N o T M E F'K °OI'F c �p�J Dov V y CRIPPLE �OF, a P SIERA Par HIGHLAND MESA a PECO, BR NCHWOOD 114 ,ANDEL` eRENT C V 000 SOUTHLAKE 3 DYGA � a gPOp KGATE WILDWOOD�RAINTREE - `o m giNrO z a sr LA E WOOD GREENBOUGH 3 0 Y ROLLING v ,TEPPLE OOD R o W NDING REE 3 Q �I o Q 1709 PROJECT I OA KNO11S LOCATI N 5p°r"EKE ®�'1® BLVD o J J r m 3 a � w o�� RAINBOW p 2 a S - DE INST.# D216064993 O.P.R.T.C.T SP2ZONE MIXED USE LAND USE CURRENT OWNER: MDP SOUTHLAKE, LLC 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 i II TYPE A - 5' BUFFERYARD WALKUP PLAZA AREA oE\bo�aaq� 20' BUILDING SETBACK 50 OF 0 44 in A, SLIDE 3620 P.R.T.C.T. I MESCO ADDITION / I LOT 7R, BLOCK 1 INST.# D211037987 O.P.R.T.C.T. SP -1 ZONE RETAIL COMMERCIAL LAND USE CURRENT OWNER: RICHARD A. MAYSE 900 E,SOUTHLAKE BLVD., SUITE 300 ISOUTHLAKE, TX 76092-6376 CAE INST.# D211037987 CAE O.P.R.T.C.T. ST.# D214113070 0.P.R.7'.C.T. 20' WATER/SEWER ESMT. CITY OF SOUTHLAKE ��INST.# D205000042, O.P.R.T.C.T. ou ou 15' UE °p OL CITY OF SOUTHLAKE °O ou INST.# D194198951, O.P. UP R.T.C. T. ACCESS DENTE-� STATE OF TEX PRELIMINARY 60.9' ACCESS GRANTED VOL. 13965, PG. I D.R.T.CFOR REVIEW PURPOSES ONLY SITE MAP SCALE: 1" = 1/2 MILE LEGEND PROPOSED FACE AND BACK OF CURB PROPOSED VEHICULAR PAVEMENT PROPOSED SIDEWALK OPEN SPACE PROPOSED RETAINING C >hp6L WALL m PROPOSED FIRE *FH HYDRANT � PROPOSED SANITARY S2 MANHOLE PROPOSED CURB INLET --� L( L--- PARKING PARKING COUNT 0 ACCESSIBLE ROUTE ••••••••••••• PERMISSIBLE BUILDING — — — — — — AREA BACK OF CURB B TO B TO BACK OF CURB BUILDING SETBACK LINE — — — — BUFFERYARD LINE — — — — LOADING ZONE WALKUP PLAZA PEDESTRIAN ACCESS PEDESTRIAN ACCESS ROUTE SHOWN AS PROPOSED SIDEWALK PAVEMENT THIS SHEET. NOTE: S—P-2 REGULATION TO ALLOW PARKING IN THE BUFFERYARD LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX CASE NO: ZAI8-0057 O O N M I 00 N M ■ on rn 0 F� v� Q ■ 0 Cz U 00 00 ono°_c°o J J C >hp6L W m X LU Q � 4 c C 0 o E +� N S2 L Q 0 J W J N N L c � °u — Y J U , p � O V) 0 EvaQ�E O Q L Q Y 4 w 0 oY�o� �2 - �Y> O >0 u )_ a0i c c c -s 0 m v C °q o 0 Oz N - UOVN O _ -` .E E � v v . E O F13 m N O L o ¢oJ- LL o E v Nva v£Y�� a v E Y E =�oo�a v� E�� v u - o 7- N L � ms E vY O O N M I 00 N M ■ on rn 0 F� v� Q ■ 0 Cz U 00 00 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION Na. 86184, ON 12/27118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: SIO (C� Copyright 2018, Adams J J � z m X LU Q � S2 L Q Q J W U V) 0 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION Na. 86184, ON 12/27118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: SIO (C� Copyright 2018, Adams a LL BLOCK A, LOT /R SAINT LAURENCE EPISCOPAL CHURCH 5/7 N. KIMBALL AVE. ZONING CS L.U.D. = PUBLIC/ SEMI PUBLIC CITY OF SOUTHLAKE ROW DEED DOC. NO. D210185348 PROPOSED LOT 3 EMORY 0. /NESTER AND LANDSCIAPE AREA WIFE, MARLENE J. /NESTER, CITY OF SOUTHLAKE ROW DEED VOL. 9974, PG. 1168 Ni DOC. NO. 02/0/83 ZONING AG F ORY 8 MARL / ES R L.U.D. = OFFICE COMMERCIAL cl -21 00•91,i' OW DEED 3 F OL 13965, PG. 1,121 VARGHESE CHAMATHIL AND SPOUSE, SARA CHAMATHIL ZONING C3 C. C. NO. 205265663, D. R. T. C. T. I STEPHEN T. HAGAR ZONING AG BLOCK 1, EMERY ADDITION VOL. 5885, PG. 82 L.U.D. = RETAIL COMMERCIAL CAB A SLIDE 57/2, P. R. T. C. T. / .. D. R. T. C. T. L.U. D. =RETAIL COMMERCIAL ZONING AG L.U.D. = RETAIL COMMERCIAL N. KIMBALL AVENUE _ CONCRETE SURFACE WITH MEDIANS p WIDTH VARIES D=2 43' 48" D=1° 471 59^ (MIX OFDEDIC TED AND PRESCRIPTIVE RIGHTS OF WAY) R=1358.00' - R=144200' 617't TO EXISTING DRIVE L=64.71' L=45.30' L� z 1 EX 8W SOO' 01' 00"E T=32.36' T=22.65' - - 224'1 TO SH 114 - 77 PROJECT m GREENBOUGH SITE / Y ROLLING O a Y � 4 w m =I 3y L SH 114 114 SH 114 Z H FM 1709 1 Q SOUTH<gKF Bt, O Y 206.36' 30 FOOT SETBA K I - - - - - - - - - - ABINET A, SLIDE 3232, P.R.T. T. J LOT 1, BLOCK / I� < I LOT 4 o� T. MAHAN MESCO ADDITION N�� I r�" #1049 ADDITION LOT 3 CAB. A, SL. 3232 gi Iv wlz ' (00 ZONING l-1 T. MAHAN ZONING M °''A wlo`m I I I L.U.D. =MIXED USE #1049 ADDITION I L.U.D. =MIXED USE o 0 I ZONING l-1 LOT 4, BLOCK l aIz I I L.U.D. =MIXED USE MESCO ADD/TION I MDP SOUTHLAKE, LLC I CAB. A, SL. 3619 I w I I ZONING S -P-1 > EXISTING HAIN LINK FEN❑E AND ❑EGETATIOE SOREEN I II INSTRUMENT L.U.D. =RETAIL COMMS CIAL I 1 I NO. D213121114AA `\ LOT 5, BLOCK l m L�l31'ADDITIONI Y 15.56' ,•,•,•, • 5 = - \ 1 o i•-,T,T iaa' 13 zo7' - O.P.R. T.C. T. \ \�� ME F - Mw. y' o` ZONING SP2 I o 36 -� 5 15, 518 ACRES I • (. s 'r J ' z3 ro v \y \ \ 0, 0 L.U.D. = RETAIL COMMERCIAL LO co C'5 � •/f � N 24' FIRELANE &ACCESS ESMT 26' FIRELANE - A -I -ESS ESMT N Q 0 9 JIT R70' �18 � 7 '' \ S ' S4' -' 13.5' 24' �� ,LOT 6 . .. . . . ..... . - 3.09 A❑ RES \ \ - - N 1 l 20 I l 0 9Li /,' \ �(T SS CP �O. v0 �1 23 N \� �' 1 Z zs ::�• /� � \ I I \ I :I ' B RESTAURANT N I •I'•� �� 4 - I ro 5,200 SF I. 7 1 LOT 6R, BLOCK l I 18' 26' 1 LOT 3 • I• N i s I MESCO ADDITION I �•; �'%�:: 5.13 A❑RESZO 9 8 CAB. A, SL. 36/9 I I I w O m 2 U) Rdp• = 9 -STORY y !L 1 L. U. D. = RETAIL COMMERCIAL I o ti U) z o • 4 I RETAIL w LOT 5 I LOT 4 TOFFEE SHOP \ 1 I I 1 U p U Z 18' 24' 20' 18'- z4' 1a' 18'= 24' 18' w 4,022 SF k �•' D5' 0.5' 1.27 A❑RES 0.90 AD RES RESTAURANT I m Q U w EO X. 2 4y ¢ L 115.06' o 1 .p I to z oo •;a °J I u� 18' 2a' s I a 4,500 SF U o P w Q j oo w N 7.83' x p O CL Q N •,' M• v 2-S DRY ``�_ II11[8111 M R52.�' w N N o -'t I -- - - --- -- o a PARKING TRUCTURE _ �� OR LU LOT 7R, BLOCK I f'`' z 7 9s N Z u MESCO ADD/TION I Q w PERIMETER/ FF = 598. 70 +/- w f 11 o s DOC. N0. 02/1037987 I I o Z ui J ; rI • (ASN TED)will F N�18'40"W - - sem, p, 2S„ ZONING S -P -I- r U_ I 4 STORY OFFICE BUILDINGL. U. D. =RETAIL COMMERCIA I I M LI Q 3 y. 17 N10 FF = 599.70 • , a � o a 3 n I = e \ I I I' �! R7 °' •�• • 10'-25' LOADING �'' � 259' � �F Z 4 \ Fs�� \ � � I I I •:• \ �y �8 ONE ' W LOT 1 __ �°� o co [I r¢ C7 w 3.59 A❑ RES ; W \ m / qCC /QFC S I Q 4 -STORY HOTEL o a I - LOT 7, BLOCK A BRIARWOOD ESTATES, PHASE l VOL. 388-139, PG. 7 ZONING MF l L. U. D. =MIXED USE 1 1 co �Z s• FSMr� 7� , O ' Rs Lu - 71�ti - •• 10' 50' N p W � u - R70, LOADING -ONE j I ' I w R5 I o N N p o R30' ' • - 6? M r 9 9 13'• ZIN Q �„N F 15 NF F~ z \ \ 0 70.67' W o FGFT R� � w ( e•a La.e o qTj, M A a d o FB.S W LD / RFFY X41 9 p� I 0 n X 16 LOT 6, BLOCK A BRIARWOOD ESTATES, PHASE l LOT 5, BLOCK A VOL. 388-139, PG, 7 BRIARWOOD ESTATES, PHASE I ZONING MF I VOL. 388-139, PG. 7 L. U. D. =MIXED USE ZONING MF I L. U. D. z MIXED USE LOT 4, BLOCK A BRIARWOOO ESTATES, PHASE I VOL. 388-139, PG. 7 ZONING MF I L.U.D. = MIXED USE v LOT 2R, BLOCK A BRIARWOOD ESTATES, PHASE l ZONING 0/ L. U. D. = MIXED USE LOADING 232.57' - s - 24'-.T. 18' -h-18' -1 N 10'BUFFE 24': LOAD] O LOT 1, BLOCK A BRIARWOOD ESTATES, PHASE l VOL. 388-139, PG. 7 ZONING 0/ L. U. D. = MIXED USE -F---364.31' N S;r 24'- 18' 18'- 24'- Lu 4'-LV ` _ rn II II S </y O LL LL LL M W W 0- (D a O N - 1=24'--17 r-724- LOCATION MAP S: ALE''1" = 2000' o3,s° SIDEWALK PAIEMENT PROPOSED LOT 3 LANDSCIAPE AREA T'y'> 171117 1: Ni 'UO, �S3 F ST TE OF TEXAS X68' cl OW DEED 3 F OL 13965, PG. 1,121 S03° 58'30" Q ST 5 W 61.70' ROW DEED AC SS PERMITTED 12926, PG. 407 S58° 25' 20.15' 20"W F13043, PG. 25 LL -- w I OL. ATE OF TEXA -� ROW DEED Lu Z V 13043, PG. 2 0 ui !A LL V � o CO } N O LLI U) Lu II X � LL ❑ m 9636 -_ ° 26' 10"E LOT 3LOCK A ODD 1 ATES, PHASE I 39, PG. 7 .'G C3 -a COMMERCIAL 9- I� 24' �1 -20' BLDG LINE - - It �I / a GRAPHII I SI TALE 0 60 120 FEET 1"=60' LEGEND PROPOSED SIDEWALK PAIEMENT PROPOSED LOT 3 LANDSCIAPE AREA J 171117 1: Ni IIS II F VJ Q 8 18' � 24'-_ 18' cl II w U) F II 0'I• (i O O Q ST TE OF TEXA W I I ROW DEED VOL. 12926, PG. 407 S58° 25' 20.15' 20"W TA E OF TEXAIS OW DEED LL w I OL. 12926, PG. 4/l z Lu Z 1 co � I wLy Ly IIIIIIIIII m o Is CO -20' BLDG LINE - - It �I / a GRAPHII I SI TALE 0 60 120 FEET 1"=60' LEGEND PROPOSED SIDEWALK PAIEMENT PROPOSED LOT 3 LANDSCIAPE AREA PROPERTY LINE - - - - BUILDING SETBA❑K LINE - - - - BUFFERYARD LINE - - - NOTES 10 OPEN SPAFIES TO IN -LUDE DETENTION, WILL BE MAINTAINED BY PROPERTY OWNER ASSO IATION O GREASE TRAP 30 TRASH DUMPSTERS WITH A MINIMUM 8 FOOT TALL MASONRY S-REEN WALL MATT THING THE PRINFiIPAL BUILDING WITH SOLID METAL A- /ESS GATE 1 FRONT YARD INDI1 iATOR REFEREN-E S3.2 FOR FONFEPT PLAN DATA i-ALF-ULATIONS REFEREN E FINAL PLAT PREPARED BY i -PH LAND SUR -EYING. IN 5 T 18'='-24'- 24' FIRELANE & ACCESS ESMT �a r J 171117 1: J IIS II F 8 18' � 24'-_ 18' Cc - II w U) a II 0'I• O Q II =p � W I I III�IIII w K 0° LL II �I• � I IIIIIIIIII Is ?q F/ PARKING GARAGE 1ST FLOOR PARKING LAYOUT S -ALE OWNER[APPL1 1ANTI -I MDP SOUTHLAKE, LL -1 EEFFREY MEDIC/ 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 ENGINEER/-IONSULTANTC ADAMS ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BL❑D. SUITE 150 DALLAS, TEXAS 75019 ❑ONTAI-ITI-G. ROBERT ADAMS, P.E. PHONE F --817E328-3200 EMAIL-ROB.ADAMS❑ ❑d❑❑ �❑❑®❑�®❑ m❑ I LOCATED IN THE CITY OF SOUTHLAKE TEXAS AND BEING I OUT OF THE THOMAS MAHAN SURCEY, ABSTRA❑T NO. 1049, TARRANT `IOUNTY, TEXAS THESE PLANS ARE SUB' _E -IT TO RECIEW El APPROGAL BY FURISDI❑TIONAL ENTITIES. CASE NO: ZA 18-0057 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No, 86184, ON 02/04/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE R EEF ❑ 002 PROJECT MGR. GRA PROJECT TECH. MP CHECKED BY JOB NO. 2018.195 SHEET NO. 5391 Q r 2019, Ad E r �a r J V J Q 1♦♦ ^�^ V♦ Cc - O Q THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No, 86184, ON 02/04/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE R EEF ❑ 002 PROJECT MGR. GRA PROJECT TECH. MP CHECKED BY JOB NO. 2018.195 SHEET NO. 5391 Q r 2019, Ad E r SUMMARY CHART - BUFFERYARDS -LOT 2R - C2 Location Length Bufferyard Width - Canopy Trees Accent Trees Shrubs Fence /Screening &Material Continents North - Required 330 10'- T YPE'B' 6 10 33 N/A SP2 Width - Type Provided 330 10'- T YPE'B' 6 10 47 N/A 368 Ela Required N/A N/A - - - N/A 368 5' -TYPE 'A' Provided N/A N/A - - - N/A 5 a South - SUMMARY CHART - BUFFERYARDS -LOT 1 - HC 390 25'- TYPE 'T 4 8 _ 31 N/A 296 69 N/A Provided 390 10'- T YPE'E' 3 7 N/A 511 West - Required Provided 205 205 10'- T YPE'C' 10'- TYPE'C' 6 8 25 N/A N/A 301 6 W 30 Bufferyard Canopy Accent Fence /Screening Per SP2 Regulations/Against Lot 6 (C2) South Required 269 N/A N/A N/A N/A 1111111111 501,425 0 Location Length Shrubs Comments N/A N/A N/A Per SP2 Regulations/Against Lot 1 (HC) Existing NatmalBuffer Required 49 269 N/A N/A 0 N/A Width -Type Trees Trees Height & D7aterial South - Required 498 5' -TYPE 'A' S 10 40 None t1 est - Provided 299 N/A N/A N/A N/A N/A NIA 4.500 Provided P1 ON ided 498 5' -TYPE 'A' S 10 40 None worth - Required 301 N/A N/A N/A N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 1 (HC) N/A 94,650 Restaurant/Other (in Sq. Ft.) 378 N/A N/A N/A N/A Provided 301 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 3 (02) 33,650 108,798 142,448 Lobb in S . Ft.) Provided f� N/A Required 249 N/A N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) 7,966 141 N/A N/A N/A N/A N/A Per SP2 Regulations/AgainstLnt 4 (C2) F _ 205 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 2 (C2) 50 52 1,095 Required Pal'king (Per Ordinance) 195 521 Provided 299 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) 1,209 Provided Parlan Standard 203 339 434 48 50 1,074 Handicap 6 9 13 2 2 32 Total 205 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) 50 52 1,106 Required Loading Spaces (Per SP -2 Regulations) Required 296 N/A N/A N/A N/A N/A 1 1 la xso' 1 1 1 South - Provided 296 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 2 (C2) 10'x25' 1 Required 435 10'- T YPE'B' 9 13 44 None 10'x50' 1 1 24'x55' 1 95 10'-TYPE 'C' 3 t 11 None 1 Start Construction Month/Year End Construction Month/Year B - Provided 435 10'-TYPE 'B' 9 1-1 45 None 95 10'-TYPE 'C' 3 4 12 None 661111111111 �J - yType- L9 a u - o El N �a �g�� o M N M a ■ C t` B r CIS a Q ■ O g b r N N W O V] J N. KIMBALL AVENUE U 01 � I O9 A RES - .. 13A REE IIIIIIIIIIIII �I 1111 I I I I I (07I,� I I m 12�A R 5 090 - 5 I I I ' _ orl fLf. O w 3.59A O O O Q OG � li - J 0 D dod -_ v j J - i -aM - W rn y o oa? Q a5'- a O o KEY MAP 1 " = 200' 8 3 w 0 0 a. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 02113119 THIS DODUMENT IS NOT a TO BE USED FOR CONSTRUCTION PURPOSES M W 0 S TBPE RFUMT=IIFx1002 LO ]ATED IN THE ❑ITY OF SOUTHLAKE TEXAS AND BEING a OUT OF THE THOMAS MAHAN g SUR EY, ABSTRA-IT NO. 1049, Z TARRANT OUNTY, TEXAS 0 0 o THESE PLANS ARE SUBCECIT TO RECIIEW F- W APPRO AL BY URISDII TIONAL ENTITIES. CASE NO: ZA 18-0057 O r 2019, Ad E r SUMMARY CHART - BUFFERYARDS -LOT 2R - C2 Location Length Bufferyard Width - Canopy Trees Accent Trees Shrubs Fence /Screening &Material Continents North - Required 330 10'- T YPE'B' 6 10 33 N/A SP2 Width - Type Provided 330 10'- T YPE'B' 6 10 47 N/A 368 Ela Required N/A N/A - - - N/A 368 5' -TYPE 'A' Provided N/A N/A - - - N/A 511 South - Required 390 25'- TYPE 'T 4 8 _ 31 N/A 296 69 N/A Provided 390 10'- T YPE'E' 3 7 N/A 511 West - Required Provided 205 205 10'- T YPE'C' 10'- TYPE'C' 6 8 25 N/A N/A 301 6 6 30 N/A N/A Per SP2 Regulations/Against Lot 6 (C2) South Required 269 N/A N/A N/A N/A N/A 501,425 South- Provided 301 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 1 (HC) Existing NatmalBuffer Required 49 269 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) South - Required 498 5' -TYPE 'A' S 10 40 None t1 est - Provided 299 N/A N/A N/A N/A N/A NIA 4.500 Provided P1 ON ided 498 5' -TYPE 'A' S 10 40 None 205 NIA N/A N/A N/A N/A Per SP2 Regulations/Against Lot 1 (HC) N/A 94,650 Restaurant/Other (in Sq. Ft.) 378 N/A N/A N/A N/A N/A 25,987 Rest - 33,650 108,798 142,448 Lobb in S . Ft.) Provided 269 N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) SUMMARY CHART - BUFFERYARDS -LOT 2R - C2 Location Length Bufferyard Width - Canopy Trees Accent Trees Shrubs Fence /Screening &Material Continents North - Required 330 10'- T YPE'B' 6 10 33 N/A SP2 Width - Type Provided 330 10'- T YPE'B' 6 10 47 N/A 368 Ela Required N/A N/A - - - N/A 368 5' -TYPE 'A' Provided N/A N/A - - - N/A 511 South - Required 390 25'- TYPE 'T 4 8 _ 31 N/A 296 69 N/A Provided 390 10'- T YPE'E' 3 7 N/A 511 West - Required Provided 205 205 10'- T YPE'C' 10'- TYPE'C' 6 8 25 N/A N/A 301 6 6 30 SUMMARY CHART - BUFFERYARDS -LOT 3 - 02 tt F Con SPACE/DRAINAGE EASEMENT (C2) Lot 2R MIXED Bufferyard Canopy Accent Accent Fence /Screening Fence /Screening Location Length Length SP2 SP2 Shrubs Shrubs Continents Comments SP2 Width - Type Trees Trees Trees Height &Material Height &Material North - Required 368 5' -TYPE 'A' 4 7 29 None N/A North - Provided 368 5' -TYPE 'A' 4 7 29 Existing 6' Wall Per SP2 Regulations/Against Lot 5 (C2) 5.13 Required 511 N/A N/A N/A N/A N/A Per SP2 RegulationslAgainstLnt 3 (02) East - Required 296 NIA N/A - N/A N/A N/A East- Provided 511 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 6 (C2) 117,314 Required 301 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 6 (C2) South Required 269 N/A N/A N/A N/A N/A 501,425 South- Provided 301 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 1 (HC) Existing NatmalBuffer Required 49 269 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) South - Required 498 5' -TYPE 'A' S 10 40 None t1 est - Provided 299 N/A N/A N/A N/A N/A NIA 4.500 Provided P1 ON ided 498 5' -TYPE 'A' S 10 40 None SUMMARY CHART - BUFFERYARDS -LOT 4 - C2 It SPACE/DRAINAGE EASEMENT (C2) Lot 2R MIXED Bufferyard Canopy Accent Accent Fence /Screening Fence /Screening Location Length Length SP2 SP2 Shrubs Shrubs C'onunents Comments SP2 Width - T Trees Trees Trees Height &Material Height &Material North - Required 163 N/A N/A N/A N/A N/A N/A North - Provided 163 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) 5.13 Required 270 N/A N/A N/A N/A N/A Per SP2 RegulationslAgainstLnt 3 (02) East - Required 296 NIA N/A N/A N/A N/A N/A East- Provided 270 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 6 (C2) 117,314 Required 240 N/A V A N/A N/A N/A Per SP2 Regulations/Against Lot 6 (C2) South Required 163 N/A N/A N/A N/A N/A 501,425 Percentage of ervious Coverage Provided 240 NIA VrA N/A N/A N/A Per SP2 Regulations/Against Lot 6 (C2) Existing NatmalBuffer Required 49 NIA N/A N/A N/A N/A N/A West - South - 205 NIA N/A N/A N/A N/A N/A t1 est - Provided 299 N/A N/A N/A N/A N/A NIA 4.500 Provided 49 N/A N/A N/A N/A Per SP2 RegulationslAgainstLnt 2 (C2) N/A 205 NIA N/A N/A N/A N/A Per SP2 Regulations/Against Lot 1 (HC) SLIMMARYCHART - BLTFFERYARDS -LOT 5 - C2 SPACE/DRAINAGE EASEMENT (C2) Lot 2R MIXED Bufferyard Canopy Accent Accent Fence /Screening Fence /Screening Location Length Length SP2 SP2 Shrubs Shrubs Comments Comments SP2 Width - Type Trees Trees Trees Height &Material Height &Material M)��D USE Requio red 269 N/A N/A N/A N/A N/A N/A North - th - Nora. 0.90 153 N/A N/A N/A N/A N/A 5.13 Provided 269 N/A N/A N/A N/A N/A Per SP2 RegulationslAgainstLnt 3 (02) Per SP2 Regulations/Against Lot 3 (02) Required 296 NIA N/A N/A N/A N/A N/A East- Required 882 TYPE 'A' 9 18 71 N/A 117,314 Provided 296 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 6 (C2) South - Required 163 N/A N/A N/A N/A N/A 501,425 Percentage of ervious Coverage Provided 163 NIA N/A N/A N/A N/A Per SP2 Regulations/Against Lot 4 (C2) Existing NatmalBuffer Required 299 N/A N/A N/A N/A N/A N/A West - South - Required 20 N/A N/A N/A N/A N/A 62 FEEL Provided 299 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 1 (HC) SUMMARY CHART - BUFFERYARDS -LOT 6 -OPEN 1:1111 IlLd! SPACE/DRAINAGE EASEMENT (C2) Lot 2R MIXED Lot 3 OFFICE Bufferyard Canopy Accent Total Fence /Screening SP2 Location Length SP2 SP2 SP2 Shrubs Proposed Zoning Comments SP2 SP2 Width - Type Trees Trees Height &Material M)��D USE OFFICE COMMERCIAL & MIXED Required 2 N/A N/A N/A N/A N/A 3.301 th - Nora. 0.90 153 N/A N/A N/A N/A N/A 5.13 0.90 Provided 2 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 3 (02) 1 1 153 N/A N/A N/A N/A N/A 17% Required 882 TYPE 'A' 9 18 71 N/A 117,314 249,662 Percentage of Open Space 316 10' -TYPE 'E' 3 6 25 N/A 33% East 135,079 111,192 164,805 30,107 43,827 16,415 501,425 Percentage of ervious Coverage 86% Provided 882 N/A N/A N/A N/A N/A Existing NatmalBuffer 26,900 29,827 316 N/A N/A N/A N/A N/A Existing NatmalBuffer South - Required 20 N/A N/A N/A N/A N/A 62 FEEL 15 FEET Provided 20 N/A \T:� N/A N/A N/A 4.500 9,222 Required 296 N/A N!A N/A N/A N/A 414 N/A N/A N/A N/A N/A 94,650 Restaurant/Other (in Sq. Ft.) 378 N/A N/A N/A N/A N/A 25,987 Rest - 33,650 108,798 142,448 Lobb in S . Ft.) Provided 269 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 5 (C2) 7,966 141 N/A N/A N/A N/A N/A Per SP2 Regulations/AgainstLnt 4 (C2) 378 N/A N/A N/A N/A N/A Per SP2 Regulations/Against Lot 2 (C2) Site Data Sulmna►-�� UPI Lot 1 HOTEL Lot 2R MIXED Lot 3 OFFICE Lot 4 RESTAURANT Lot 5 RESTAURANT Lot 6 OPEN Total Existing Zoning SP2 C-3 &SP2 SP2 SP2 SP2 SP2 Proposed Zoning SP2 SP2 SP2 SP2 SP2 SP2 Land Use Designation M)��D USE OFFICE COMMERCIAL & MIXED MIXED USE MIXED USE M=USE MDQ USE Gross Acreage 3.59 3.301 5.13 0.90 1.27 3.07 17.27 Net Acreage 3.59 3.301 5.13 0.90 1.27 3.07 17.27 Number ofProposed Lots 1 1 1 1 1 1 6 Percentage of Site Coverage 20% 18.71% 13% 11% 17% 14% Area of en Space in S . Ft.) 21,301 31,798 58,658 9,097 11,494 117,314 249,662 Percentage of Open Space 14% 22.11% 26% 23% 21% 88% 33% Area of Impervious Coverage 135,079 111,192 164,805 30,107 43,827 16,415 501,425 Percentage of ervious Coverage 86% 77.33% 74% 77% 79% 12% 67% Proposed Building Area (Footprint in Sq. Ft. 31,390 26,900 29,827 4,500 9,222 101,839 Number of Stories 4 4 4 1 1 Ma�rinunBuilding Height 59.4 75 FEET 62 FEEL 15 FEET 18 FEET FloorArea 118,315 94,650 116,484 4.500 9,222 343,171 Proposed Floor Area b Use 1st Floor - 26,900 (in Sq. Ft.) 2 -3rd Floor - 29,400 each 4th Floor - 8,950 94,650 94,650 Restaurant/Other (in Sq. Ft.) 16,265 4,500 5,222 25,987 Leasable offices ace (in S . Ft.) 33,650 108,798 142,448 Lobb in S . Ft.) 7,769 7,686 15,455 Retail (in Sq. Ft) 7,966 4,000 11,966 Medical in S . Fr) 29,000 29,000 Required Pal'kin Per SP -2 Regulations) 209 348 436 50 52 1,095 Required Pal'king (Per Ordinance) 195 521 375 45 73 1,209 Provided Parlan Standard 203 339 434 48 50 1,074 Handicap 6 9 13 2 2 32 Total 209 348 447 50 52 1,106 Required Loading Spaces (Per SP -2 Regulations) 10'x25' 1 1 la xso' 1 1 1 3 Provided Loading Spaces 10'x25' 1 1 10'x50' 1 1 24'x55' 1 1 Start Construction Month/Year End Construction Month/Year PROJECT MGR. GRA PROJECT TECH. MP CHECKED BY JOB NO. 2018.195 SHEET NO. 53.2 a a J N Q N of Z��t W d O 0 aY�Ma moan F0F clF 00F F0F z F F F F X0000 iTaaaa OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICIDP.COM APPLICANT / ARCHITECT BOKA POWELL, LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PRINCIPAL PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER: ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM LOT I KIMBALL PARK INST.# D216064993, O.P.R.T.C.T. I I LPROPOSED INLET RETAINING WALL 60.0'---- — — — ------------200.4' — — — — —�y —_ \ LOT 1, BLOCK A I I FIRE LANE STRIPING BRIARWOOD ESTATES, PHASE 1 _ H VOL. 388-189, PG. 7 I L 600 a Qj P.R.T.C.T. — 7 r — J — �a \ v a I I I 61 A \ / asF 7 — I -600I 0 0 0 0Nv / 00 PROPOSED INLET' CONCRETE DRAINAGE STRUCTURE PROPOSED INLET I / / \a�d� / / WE � aRII' _ I 600 2 /0" S EEL=6 2.7' I 9� / / 601 Vo uME sa UE cE I 9 3, O.P.R. 602 / IV / / j / - P.R. / / 607 - — v – I _ �, 60 602 �\ v 599 ��/�Ti / 4002 ib I I 606 / 605 604 3 �'� T. l y"//7/ ,% / 0;oo,5BK CD I I PROPOSED ROOF 6 4 i �q� 24003 I 1 \ O C x615.15' 0 10 O/S BK 0 I I� DRAIN INLET/ = G 602 ARE FEE / DE -K / DE 5 / / INSTA D216064993 PA a / / hq0 7 O.P.R.T.C.T K/A / / o --------/ so NO BUILDINGS OBSERVED GAF�AGt RETAINING WALL / / / — GROS5,A _ _ --7-7-/ I P FF1 313.0.301 ACRFiS — _ — — _/ / / oQ4�G/ / PROPOSED INLET QVIVE FF = 02 �0 143;804 SQU RETAINING WALLI �I c:) _ RG 1 II B WO D STA ES, PH SE I m PROPOSED INLET vo . 38 -�8 ,PG 7 oe, P T.c.. �° PROPOSED ROOF J hq / / / I I DRAIN INLET o CO ,, (0�, M / PROPOSED TRENCH DRAIN w 11 I CD 0 CD BRUCE W. FU SELMAN AND WL,, ti 1 // I I MICHELL H. FUSSELMAN J a II 1 I 1 v L. 146s, PG. PROPOSED ROOF � / 1 00� RETAINING WALL I D. T. DRAIN INLET I OFopU / i O d W °rip 11 F S (0 000a III �> / 1 � / , � o0 z I ED USE ,' / �q� MIX us D O 993 I 3 STORY // / / 4 S ORY �-+ U o �I FFE = 604.00/ / / I FFE =1602.50 a I I I 1 BLDG = 7,966 SF 1 / ' 1 I L�G _ W o �1 / I // I BTEXASUTILI 9,130 SF ,ANY I / > I 1 I PROPOSED INLET 1 r / E FTE AS / I INST.#19800 711 9P.R.T .T. PROPOSED CONTOUR I�III' EXISTING CONTOUR ---------- ----------- - FLOWLINE — PROPOSED INLET GRADE BREAK -------- �x DRAIN INLET/ = G 602 ARE FEE / DE -K / DE 5 / / INSTA D216064993 PA a / / hq0 7 O.P.R.T.C.T K/A / / o --------/ so NO BUILDINGS OBSERVED GAF�AGt RETAINING WALL / / / — GROS5,A _ _ --7-7-/ I P FF1 313.0.301 ACRFiS — _ — — _/ / / oQ4�G/ / PROPOSED INLET QVIVE FF = 02 �0 143;804 SQU RETAINING WALLI �I c:) _ RG 1 II B WO D STA ES, PH SE I m PROPOSED INLET vo . 38 -�8 ,PG 7 oe, P T.c.. �° PROPOSED ROOF J hq / / / I I DRAIN INLET o CO ,, (0�, M / PROPOSED TRENCH DRAIN w 11 I CD 0 CD BRUCE W. FU SELMAN AND WL,, ti 1 // I I MICHELL H. FUSSELMAN J a II 1 I 1 v L. 146s, PG. PROPOSED ROOF � / 1 00� RETAINING WALL I D. T. DRAIN INLET I OFopU / i O d W °rip 11 F S (0 000a III �> / 1 � / , � o0 z I ED USE ,' / �q� MIX us D O 993 I 3 STORY // / / 4 S ORY �-+ U o �I FFE = 604.00/ / / I FFE =1602.50 a I I I 1 BLDG = 7,966 SF 1 / ' 1 I L�G _ W o �1 / I // I BTEXASUTILI 9,130 SF ,ANY I / > I 1 I PROPOSED INLET 1 r / E FTE AS / I INST.#19800 711 9P.R.T .T. Sp 0 SOl� 5' U E CABINET A, SLIDE 3620 P.R.TCT. MESCO ADDITION LOT 7R, BLOCK 1 INST.# D211037987 O.P.R.T.C.T. PROPOSED CONTOUR I EXISTING CONTOUR ---------- ----------- - FLOWLINE — PROPOSED INLET GRADE BREAK -------- �x _ 0') I � I ( PROPOSED 110 ------------ I CAE INST.# D2 1 1 03 7987 J CAE FINISHED GRADE O.P.R.T.C.T. TOP OF PAVEMENT NST.# 1214113070 TOP OF CURB FL / NE -- FINISHED FLOOR NE I' S 16 6 bbl — �- PROPOSED INLET ❑ 20' WATER/SEWER ESMT, P 6O1 I \ � I \ INST.# D205000042, O.P.R.T.C.T. IRE E / I I 60/ �\ � \ — 151 UE V -598— � CITY OF SOU INST.# DI 9419895 O.P.R.T.C.T. o O O C1 ---- — FIR LANE M 60.9' ACCESS GRANTEDSTATE I�_IN �� v =Y D.R.T.C.T. T.# 12 1' 9 93' p p R'Irr z 607.27 TBM MNS ^ I o � v NE (0 0 _ � � ANE-- / _____ - Q / (0 61 - �ji2 _ _ �_ N / _ �I - L FIRELANE STATE OF TEXAS I � -_ 77 FIRELANE _ RFIREtANE CAE INST.# 1216064993, I �/ _ INST.# D1971818� p O.P.R.T-c–T _ _5q9 _ ©� _ Qov,;w LU o� L'1 FS UTHL KE- FINE INST.# 2 001-5, ------ �IR�t'hNE- DET. (0 STATE OF TEXAS / EVST.#Dlg - R.T.C. ANE - IRELANE�' I - I O/ — RI =598.6] �. INST#ID20500 0 IrOLP.R.T.CT. GI P=604.4' V \ (p� - 600 �b„K P=601.9' 6o,5 _ _� (O -Q2 599 ALI SOD SIGN MN M / — 606 DNF —� _ -- - ---- —� _ —� \ ♦ .. UV E u STATE OF TEXAS \ \ \ 114 _ � 602 VOL. 4248, PG. 189 STATE OF TEXAS D.R.T.C.T. INST.# D197181851 STATE OF TEXAS O.P.R.T.C.T. INST.# D198008710, 83.3' ACCESS DENIED STATE E.IGHWAY o.P.R.T.c.T. HIGHWAY ��T 114 (220' ROW PER STATE HIGHWAY RIGHT OF NO. � PROPOSED CURB INLET DATED APRIL 10 1985) STATE OF TEXAS 4229, PG. 663, D.R.T.C.T. Sp 0 SOl� 5' U E CABINET A, SLIDE 3620 P.R.TCT. MESCO ADDITION LOT 7R, BLOCK 1 INST.# D211037987 O.P.R.T.C.T. PRELIMINARY FOR REVIEW PURPOSES ONLY GRAPHIC SCALE 0 30 60 FEET 1 ”=30' LEGEND PROPOSED CONTOUR goo EXISTING CONTOUR ---------- ----------- - FLOWLINE — — — — GRADE BREAK -------- �x _ 0') I � I ( PROPOSED 110 I I CAE INST.# D2 1 1 03 7987 J CAE FINISHED GRADE O.P.R.T.C.T. TOP OF PAVEMENT NST.# 1214113070 TOP OF CURB FL I O.P.R.T.C.T. FINISHED FLOOR _ I' S 16 6 bbl — �- PROPOSED INLET ❑ 20' WATER/SEWER ESMT, P 6O1 I \ CITY OF SOUTHLAKE � � \ INST.# D205000042, O.P.R.T.C.T. �c a T T 60/ �\ � \ — 151 UE V _ CITY OF SOU INST.# DI 9419895 O.P.R.T.C.T. o OF TEXAS 60.9' ACCESS GRANTEDSTATE VOL. 13965, PG. 182 �� v =Y D.R.T.C.T. PRELIMINARY FOR REVIEW PURPOSES ONLY GRAPHIC SCALE 0 30 60 FEET 1 ”=30' LEGEND PROPOSED CONTOUR goo EXISTING CONTOUR ---------- ----------- - FLOWLINE — — — — GRADE BREAK -------- ACCESSIBLE ROUTE ....................................• FG=100.50 SPOT GRADE ( PROPOSED 1111 RETAINING WALL PROPOSED FLOW ARROW J FG FINISHED GRADE TP TOP OF PAVEMENT TC TOP OF CURB FL FLOWLINE FF FINISHED FLOOR PROPOSED CURB INLET -- PROPOSED CENTER — LINE OF STORM PIPE �- PROPOSED INLET ❑ NOTE: ALL STORM DRAIN WILL BE PRIVATE 0 0 0 Know what's below. Call before you dig. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX CASE NO: ZA18-0057 W Q`o 0 a O O C H tlO�L O E o u o v E u N ti ♦' j v++i N N L m p L m N O u G mvp¢vE -=vs ..p W 1111 Qr aai :ow J ' ^ �a QQ m LU C N = L U O` H Z 2iF.- as �Lu 'a+0- -p Z� �- QRi � o E ° u > a � � Lu N w p E �c a Uo _ C �. O m z C N VL W H C O' o �� v =Y O =' N_ z - O v Qov,;w LU >=oE Nv¢ `=e awEY�E 3s 3 3 m o=n 0 Y N E u vY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 12127118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: S4mO U Copyright 2018, Adams a W 1111 0 J ' ^ �a QQ m LU CC Z 2iF.- as �Lu Z� �- QRi � o Q � � Lu Z �c a Uo a� z THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 12127118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: S4mO U Copyright 2018, Adams OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICIDP.COM APPLICANT / ARCHITECT BOKA POWELL, LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PRINCIPAL PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER : ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM I 1/2" REBAR PRE -DEVELOPMENT DRAINAGE AREA CALCULATIONS w 0 ro 1 -Year 1 -Year 5 -Year 5 -Year 10 -Year 10 -Year 100 -Year 100 -Year cn Drainage e I I I _Q 607.27' FP$M MNS I I II I II o �2w v Y LE �oo.� Q Drainage Runoff Time of Rainfall Peak Rainfall Peak Rainfall Peak Rainfall Peak Area W Z o v / Area Coefficient Concentration Intensity Discharge Intensity Discharge Intensity Discharge Intensity Discharge Designation YE v "�-- ��o �av V O O = (11) 1 (11) (Q1) (110) (Q10) (1100) (Q100) Comments (ac) (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) A-1 3.231 0.37 17 3.10 3.74 4.59 5.54 5.22 6.30 7.57 9.13 Southwest corner overland to northeast corner 24" culvert OS -1 0.450 0.81 15 3.32 1.21 4.86 1.78 5.53 2.02 7.98 2.92 Center of Cherry Lane eastward on south portion of Lot 1, Block A, Briarwood Estates OS -2 0.199 0.65 15 3.32 0.43 4.86 0.63 5.53 0.72 7.98 1.04 Center of Cherry Lane to Lot A, Block A Briarwood Estates west boundary OS -3 0.241 0.42 15 3.32 0.33 4.86 0.49 5.53 0.55 7.98 0.80 From back of curb on TX Hwy 114 northward to right of way line Total 4.121 0.422 5.72 8.43 9.59 13.88 Note: Calculations based on the Rational Method: 0 = C`I*Aand Table A-16 Tarrant County rainfall intensities chart. I' I I I to --fly-► --P�► I - — — — — — 200.4 — — — — — — — — + LOT I KIMBALL PARK INST.# D216064993, O.P.R.T.C.T. I rLOT 1, BLOCK A = ` 1 �FIRE LANE STRIPING 1 BRIARWOOD ESTATES, PHASE I I — H � VOL. 388-189, PG. 7 � � u P.R.T.C.T. OS -1 I _ � � a 0 —TV— —E�1► .450 -{�c}► '^ co y _ 600 > > CONCRETE DRAINAGE STRUCTURE I / / �O O \ / / / / / /" ✓ LOT 2 / / �� / Z i RIP- 4P KIMBALL PARK 6,� / 0" S FEL _.T Is'u39 7 ---�► �_ / INST.# D216064993, O.P.R.T.C.T. / �/ / `\// 64 T. \ {NECK S MDP SOUTHLAKE, LLC 400, ] INST# D213121114, O.P.R.T.C.T. / qe h I� 60 10 o/s BK 1.551 ACRES/a WV x 645.5 I I I \ I / / I // 67,569 SQUARE FEET / / / / " i' bq� / / / /ca wv / DE / IN D216064993 O 100/S BK i i \� I I� // a ///gq/ / /.( O.P.R.T.C.T _ o) NO BUILDINGS OBSERVED / / / / / / /�/ 5 / / / qq'' b°eGC / / I GROSQ t AND AREA / / // / /q `Y" , , ^ , c SHOT .301ACRIFS - -64 143, 804 SQUARE FEET IKNIAIND R OF OT A, BL CK I� _ — — --------/ // /�/ /j// / //�/ y/ �/`'�looe � // /\� ,F•4��/��w'��/ 1 / / A BRIARWOOD EST/ TES, PHASE I / I I I I I i VOL. 38 � 89, PG. 7 P,�T.C.T. BRUCE W. FU SELMAN AND WIFL. / I, / / / / / / /` / // / O Cn I I I I I I / I MICHELL H. FUSSELMAN I I DA -1 ax I I I\ I I I VOL. 1 465, PG. 1233 I I I \ I I D.R.T.C.T. oFS / 1.79,0 ACRES 76,234 SQUARE FEET � > / e 7 g I / WE & L pc r- / / / AST.#D2 0 4993 O.P.R. / JTUE I \� a CABINET A, SLIDE 3620 r'1 a O w 0 ro I I � % b° < Q I' / I cn W a e I I I _Q 607.27' FP$M MNS I I II I II o II II I 1/2" REBAR i u III 1 GI I x a P STATE OF TEXAS VOL. 4248, PG. 189 D.R.T.C.T. ¢ w 6 JN o C) s p v m ¢ X by JNd L N}z��7 mo¢� �0000 wwww �0000 lLdd2d OS -2 P.R.T.C.T. � � l I � � m} ,< SB r I TEXAS UTILIT S ELECTRIC COMPANY / / 0.199 / / / / I �/ MESCO ADDITION OVERHEAD DERGROUNDESMT. I' I ( INST.# Dl 196832, O.P.R.T.C.T. LOT 7R, BLOCK 1 24 HR 2YEAR=3.36" \ I / E INST.# D211037987 / \ I n=0.24/ STATE F TE AS / ms f.#9800 11� / O.P.R.T.C.T. I L=630' \ ( I P. R.T '.T. 1 / \ I \ / (DOT D) / tc= 16 8 min. I I I =98 — z I I 50' B.L. �\ / ''' I �� INST.# D216064993. O.P.R.T.C.T \ ---- I _ bp2 / STATE OF TEXAS CAE I� i --- ---- ¢ a — fNST.# D216064993, / of INST.# D1 97 1 8 1 847 I q9' I I I u� WATER b ° O.P.R.T.C.T. I &SF.WERESMT., / / DE CITY OF SOU _ C \� e \ \ INST.# D2050000 SOUTHLAKE-'-- / STATE OF TEXAS CAE INST.# D211037987 / INST.# D199079529 y O.P.R.T.C.T. O FR.T.CT. jI / O.P.R.T.C.T. CAE NST.# D214113070 -Up/(,{G \ \ �Cv" I GRIM s98.6� _ O.P.R.T.C.T. \ ou \ \ / WATER- & SEWER ESMT v ��\� \ \ I I \ CITY OF SOUTHLAKE O° S 1 16S 49 601 7)-4.4' ou ou \ \�\��%%\ �{ I �, iNST.#D20 R.T.C.T.I /b W V O .C. 20' WATER SEWER ESMT. CITY OF SOUTHLAKE 60 -- ou T3300 29" P _ /�_ "K BALL P 2fl" t.)`CP=601.9' S � � � .-- � _ _ < \ or_,T3,299 28" POS j � 606 ]DNF � C�UV 05� WOOD SIGN M INST.# D205000042.O.P.R.T.C-T. xnaTr/II /IiOV STATE OF TEXAS INST.# D197181851 O.P.R.T.C.T. ESTATE wADEHIGHWAY NO. 114(z2o'Row PER STATI A RIGHT OF WAY MAP DATED APRIL 10, 1985) STATE OF TEXAS 4229, PG. 663, D.R.T.C.T. OS -3 0.241 STATE OF TEXAS INST.# D 198008710,— O.P.R.T.C.T. 98008710;O.P.R.T.C.T. -�4 G JY1 ou ou — O[: OU — O OL — — — — — ou — ou T 6° ou — Ou 114 ACCESS DENIED STATE OF TEXAS 60.9' ACCESS GRANTED VOL. 13965, PG. 182 D.R.T.C.T. \ 15' UE ou CITY OF SOUTHLAKE ou — ou INST.# DI9419895I �� UP , O.P.R.T.C.T. PRELIMINARY FOR REVIEW PURPOSES ONLY GRAPHIC SCALE 0 30 60 FEET 00-1— 771 1 "=30' LEGEND BASIN NAME DA -00 DRAINAGE BASIN ACRES 1.00 DRAINAGE AREA EXISTING FLOW ARROW TIME OF CONCENTRATION FLOWPATH 0 0 oa o Know what's below. Call before you dig. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX CASE NO: ZA18-0057 woY-@v Q 0 a � o n 8 m� a � o > oo =os � v_ v - o Y��Nvs = vY, os s �vo@ E va¢vE yo Q < Q J cn W a Q mX O < as Qv�� w �2w v Y LE �oo.� Q QQ> W rl j 1- W p v � > -0 E W Z o v / Q YE v "�-- ��o �av V O O = z V O v N — O E ° v E mYo o ¢ o v @ LLJ .a' ai o E s a' �_ av E x m -E E 0 G O O -v0 Q =s 3s33@�� -E vv==v -= o ,��s� THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 12/27118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: S5nO U Copyright 2018, Adams a � Q < Q J cn W a Q mX O W �w �2w W Q QQ> W rl j 1- W p �� W Z v / Q THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 12/27118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: S5nO U Copyright 2018, Adams a D I - - - 1/2" REBAR 24002 615.50' 0 10 O/S BK O n 24003 J x 615.15' n n 0 10 O/S BK I � I to I I o I LL - POST -DEVELOPMENT RUNOFF COEFFICIENT CALCULATIONS Drainage Area Designation Drainage Area POST DEVELOPMENT DRAINAGE AREA CALCULATIONS Drainage Area Designation Drainage Area Runoff Coefficient 1 -Year Time of Rainfall Concentration Intensity (11) 1 -Year Peak Discharge (Q1) 5 -Year Rainfall Intensity (11) 5 -Year Peak Discharge (Q1) 10 -Year Rainfall Intensity (110) 10 -Year Peak Discharge (Q10) 100 -Year Rainfall Intensity (1100) 100 -Year Peak Discharge (Q100) Comments 0.072 (ac) ..C.. (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) J W OS -1 0.450 0.81 10 4.06 1.48 5.74 2.10 6.51 2.38 9.24 3.38 Center of Cherry Lane eastward on south portion of Lot 1, Block A, Briarwood Estates OS -2 0.033 0.72 10 4.06 0.10 5.74 0.14 6.51 0.15 9.24 0.22 Center of Cherry Lane to Lot A, Block A Briarwood Estates west boundary OS -3 0.032 0.73 10 4.06 0.09 5.74 0.13 6.51 0.15 9.24 0.22 Center of Cherry Lane to Lot A, Block A Briarwood Estates west boundary OS -4 0.016 0.90 10 4.06 0.06 5.74 0.08 6.51 0.09 9.24 0.13 Center of Cherry Lane to Lot A, Block A Briarwood Estates west boundary OS -5 0.061 0.72 10 4.06 0.18 5.74 0.25 6.51 0.29 9.24 0.41 Center of Cherry Lane to Lot A, Block A Briarwood Estates west boundary OS -6 0.165 0.60 10 4.06 0.40 5.74 0.57 6.51 0.65 9.24 0.92 Center of Cherry Lane to Lot A, Block A Briarwood Estates west and south boundary OS -7 0.136 0.39 10 4.06 0.22 5.74 0.30 6.51 0.35 9.24 0.49 From back of curb on TX Hwy 114 northward to right of way line DA -1 0.151 0.87 10 4.06 0.54 5.74 0.76 6.51 0.86 9.24 1.22 North to existing parking lot OA -2 0.034 0.90 10 4.06 0.12 5.74 0.18 6.51 0.20 9.24 0.28 South to dock drain DA -3 0.159 0.63 10 4.06 0.40 5.74 0.57 6.51 0.65 9.24 0.92 Ton area drain in grass DA -4 0.174 0.90 10 4.06 0.64 5.74 0.90 6.51 1.02 9.24 1.45 Southwest to area drain DA -5 0.056 0.90 10 4.06 0.20 5.74 0.29 6.51 0.33 9.24 0.47 Southeast to adjacent street DA -6 0.186 0.90 10 4.06 0.68 5.74 0.96 6.51 1.09 9.24 1.55 East to adjacent street DA -7 0.372 1 0.75 10 4.06 1.14 5.74 1.61 6.51 1.82 9.24 2.59 Southeast to 10' curb inlet DA -8 0.377 0.75 10 4.06 1.15 5.74 1.63 6.51 1.85 9.24 2.63 East to grate inlet in pavement DA -9 0.030 0.90 10 4.06 0.11 5.74 0.15 6.51 0.18 9.24 0.25 Southwest to grate inlet DA -10 0.056 0.35 10 4.06 0.08 5.74 0.11 6.51 0.13 9.24 0.18 East and south to grate inlet DA -11 0.041 0.90 10 4.06 0.15 5.74 0.21 6.51 0.24 9.24 0.34 East to trench drain bottom level of parking garage DA -12 0.028 0.51 10 4.06 0.06 5.74 0.08 6.51 0.09 9.24 0.13 East to area drain DA -13 0.031 0.49 10 4.06 0.06 5.74 0.09 6.51 0.10 9.24 0.14 East to area drain DA -14 0.166 0.35 10 4.06 0.24 5.74 0.33 6.51 0.38 9.24 0.54 East to area drain DA -15 0.163 0.90 10 4.06 0.60 5.74 0.84 6.51 0.96 9.24 1.36 Slope to roof drain DA -16 0.060 0.90 10 4.06 0.22 5.74 0.31 6.51 0.35 9.24 0.50 Slope to roof drain DA -17 0.052 0.90 10 4.06 0.19 5.74 0.27 6.51 0.30 9.24 0.43 Slope to roof drain DA -18 0.032 1 0.90 10 4.06 0.12 1 5.74 0.17 6.51 1 0.19 9.24 0.27 Slope to roof drain DA -19 0.163 0.90 10 4.06 0.60 5.74 0.84 6.51 0.96 9.24 1.36 Slope to roof drain DA20 0.104 0.90 10 4.06 0.38 5.74 0.54 6.51 0.61 9.24 0.86 Slope to roof drain DA -21 0.106 0.90 10 4.06 0.39 5.74 0.55 6.51 0.62 9.24 0.88 Slope to roof drain DA -22 0.310 0.90 10 4.06 1.13 5.74 1.60 6.51 1.82 9.24 2.58 Slope to roof drain DA -23 0.377 0.90 10 4.06 1.38 5.74 1.95 6.51 2.21 9.24 3.14 Slope to roof drain Total 4.121 0.783 1 0.008 0.90 Impervious 18.51 1 1 21.00 29.80 Note: Calculations based on the Rational Method: Q=C*I*Aand Table A-16 Tarrant County rainfall intensities chart. 0.49 0.166 0.35 I - - - 1/2" REBAR 24002 615.50' 0 10 O/S BK O n 24003 J x 615.15' n n 0 10 O/S BK I � I to I I o I LL - Px. r I U I CQ Con OS -5 I W 00 o°ooa 0.061 I e a> A �� P� 0 1 I I 00 o oMoR'o O�� I c, > b� I U I I Il I II 607.27' PERM MNS I I II I � 1/2" REBAR I I O(I I I STATE OF TEXAS VOL. 4248, PG. 189 D.R.T.C.T. ('etU' ROW PER STATE HIGHWAY DEPARTMENT RIGHT OF WAY p DATED APRIL 10, 1985 STATE OF TEXAS ) 4229, PG. 663, D.R.T.C.T. OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICIDP.COM APPLICANT / ARCHITECT BOKA POWELL, LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PRINCIPAL PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER : ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM LOT I KIMBALL PARK INST.# D216064993, O.P.R.T.C.T. 'I lis 0 QR'1.; I I / jl I I Y UE CABINET A, SLIDE 3620 P.R.T.C.T. MESCO ADDITION LOT 7R, BLOCK I INST.# D211037987 O.P.R.T.C.T. GRAPHIC SCALE 0 30 60 FEET will 11110, i - 1 "=30' Know what's below. T Call before you dig. I I CAE INST.# D21103798- O.P.R.T.C.T. 211037985O.P.R.T.C.T. 20' WATER/SEWER ESMT. CITY OF SOUTHLAKE INST.# D205000042, O.P.R.T.C.T. � T 111\ 15' UE ou CITY OF SOUTHLAKE UP ou ou INST.# DI 94198951, O.P.R.T.C.T. LEGEND BASIN NAME DA -00 DRAINAGE BASIN ACRES 1.00 DRAINAGE AREA - PROPOSED FLOW ARROW STORM SEWER - POST -DEVELOPMENT RUNOFF COEFFICIENT CALCULATIONS Drainage Area Designation Drainage Area Runoff Coefficient LOT 1, BLOCK A TOTAL AREA TOTAL AREA x C _ BRIARWOOD ESTATES, PHASE I (ac) ..C.. I (ac) VOL. 388-189, PG. 7 0.072 U P.R.T.C.T. Q W O OS -1 (Os- 0.90 Impervious S2 � J W 0.450 DA-14 I > u. O 0.37 0.166 I 0.011 0.35 Pervious > V TRUCTURE CONCRETE DRAINAGE STRUCTURE-:,,.,, / I / Impervious -�R_I- - _ 1 -6W) 10' Px. r I U I CQ Con OS -5 I W 00 o°ooa 0.061 I e a> A �� P� 0 1 I I 00 o oMoR'o O�� I c, > b� I U I I Il I II 607.27' PERM MNS I I II I � 1/2" REBAR I I O(I I I STATE OF TEXAS VOL. 4248, PG. 189 D.R.T.C.T. ('etU' ROW PER STATE HIGHWAY DEPARTMENT RIGHT OF WAY p DATED APRIL 10, 1985 STATE OF TEXAS ) 4229, PG. 663, D.R.T.C.T. OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICIDP.COM APPLICANT / ARCHITECT BOKA POWELL, LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PRINCIPAL PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER : ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM LOT I KIMBALL PARK INST.# D216064993, O.P.R.T.C.T. 'I lis 0 QR'1.; I I / jl I I Y UE CABINET A, SLIDE 3620 P.R.T.C.T. MESCO ADDITION LOT 7R, BLOCK I INST.# D211037987 O.P.R.T.C.T. GRAPHIC SCALE 0 30 60 FEET will 11110, i - 1 "=30' Know what's below. T Call before you dig. I I CAE INST.# D21103798- O.P.R.T.C.T. 211037985O.P.R.T.C.T. 20' WATER/SEWER ESMT. CITY OF SOUTHLAKE INST.# D205000042, O.P.R.T.C.T. � T 111\ 15' UE ou CITY OF SOUTHLAKE UP ou ou INST.# DI 94198951, O.P.R.T.C.T. LEGEND BASIN NAME DA -00 DRAINAGE BASIN ACRES 1.00 DRAINAGE AREA - PROPOSED FLOW ARROW STORM SEWER - PRELIMINARY LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX FOR REVIEW PURPOSES ONLY CASE NO: ZA18-0057 POST -DEVELOPMENT RUNOFF COEFFICIENT CALCULATIONS Drainage Area Designation Drainage Area Runoff Coefficient ZONE TOTAL AREA TOTAL AREA x C WEIGHTED C (ac) ..C.. _> (ac) (ac) 0.072 0.35 Pervious Q W O OS -1 0.378 0.90 Impervious S2 � J W Q J N N L 0.450 0.37 0.81 0.011 0.35 Pervious V OS -2 0.022 0.90 Impervious Yl f--' U� �vo� -=o> EvaQ�E 0.033 0.02 1 0.72 � 0.010 0.35 Pervious 0 �� V OS -3 0.022 0.90 Impervious C N t N -•- � � n � 0.032 0.02 0.73 0.000 0.35 Pervious OS -4 0.016 0.90 Impervious a0i 0.016 0.01 1 0.90 0.020 0.35 Pervious OS -5 0.041 0.90 Impervious W -O o YEi% :Y 0.061 0.04 0.72 0.089 0.35 Pervious V) z OS -6 0.076 0.90 Impervious O - Y o o A 0.165 1 0.10 0.60 0.126 0.35 Pervious OS -7 0.010 0.90 Impervious > Q O 0 j 0.136 0.05 0.39 0.007 0.35 Pervious DA -1 0.144 0.90 Impervious 0.151 0.13 0.87 0.000 0.35 Pervious DA -2 0.034 0.90 Impervious _� 3t33�c� 0.034 0.03 0.90 0.079 0.35 Pervious DA -3 0.080 0.90 Impervious N J J 0.159 0.10 0.63 0.000 0.35 Pervious DA -4 0.174 0.90 Impervious 0.174 0.16 0.90 0.000 0.35 Pervious DA -5 0.056 0.90 Impervious 0.056 0.05 0.90 0.000 0.35 Pervious DA -6 0.186 0.90 Impervious 0.186 0.17 0.90 0.100 0.35 Pervious DA -7 0.272 0.90 Impervious 0.372 0.28 0.75 0.100 0.35 Pervious DA -8 0.277 0.90 Impervious 0.377 0.28 0.75 0.000 0.35 Pervious DA -9 0.030 0.90 Impervious 0.030 0.03 0.90 0.058 0.35 Pervious DA -10 0.000 0.90 Impervious 0.058 0.02 0.35 0.000 0.35 Pervious DA -11 0.041 0.90 Impervious 0.041 0.04 0.90 0.020 0.35 Pervious DA -12 0.008 0.90 Impervious 0.028 0.01 10.51 0.023 0.35 Pervious DA -13 0.008 0.90 Impervious 0.031 0.02 0.49 0.166 0.35 Pervious DA -14 0.000 0.90 Impervious 0.166 0.06 0.35 0.000 0.35 Pervious DA -15 0.163 0.90 Impervious 0.163 0.15 0.90 0.000 0.35 Pervious DA -16 0.060 0.90 Impervious 0.060 0.05 0.90 0.000 0.35 Pervious DA -17 0.052 0.90 Impervious 0.052 0.05 0.90 0.000 0.35 Pervious DA -18 0.032 0.90 Impervious 0.032 0.03 0.90 0.000 0.35 Pervious DA -19 0.163 0.90 Impervious 0.163 0.15 0.90 0.000 0.35 Pervious DA -20 0.104 0.90 Impervious 0.104 1 0.09 0.90 0.000 0.35 Pervious DA -21 0.106 0.90 Impervious 0.106 0.10 0.90 0.000 0.35 Pervious DA -22 0.310 0.90 Impervious 0.310 1 0.28 10.90 0.000 0.35 Pervious DA -23 0.377 0.90 Impervious 0.377 0.34 0.90 PRELIMINARY LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX FOR REVIEW PURPOSES ONLY CASE NO: ZA18-0057 O O N M i 00 N M 00 ■ Cr O V7 iC vi ■ 0 V7 N 'O N N U v7 �N ono°c°o � _> WO H 4 C C J = Q W O ~ `E `o S2 � J W Q J N N L Q Q W 0 v� - Y J V O t ° L O L Yl f--' U� �vo� -=o> EvaQ�E a � DC 0 �� V 0 L. Qj:w C N t N -•- � � n � c �2' O > 00 u a0i C N p = L w F o' 3 W -O o YEi% :Y J�v�Y:o V) z =Q�m-� Uovv O - Y o o A E v v cE v ° o > Q O 0 j LJJ o E ° 3 a « N L Q a v EY E E m G � _� 3t33�c� v N J J O O N M i 00 N M 00 ■ Cr O V7 iC vi ■ 0 V7 N 'O N N U v7 �N <X 00 L1J W O ~ W S2 � J W Q W Q Q W V Yl f--' U� Q a � DC 0 �� V 0 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION Na. 86184, ON 12127118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: S6n0 U Copyright 2018, Adams OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICI DP.COM APPLICANT / ARCHITECT BOKA POWELL, LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PRINCIPAL PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER : ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM TIE IN TO EXISTING 6" WATER LINE W/ 12"x12" TEE AND 12"x6" REDUCER REBAR O 24002 x 615.50' 0100/S BK 24003 x615.15' 0 10 O/S BK I X LU STATE OF TEXAS VOL. 4248, PG. 189 D.R.T.C.T. 2 Oij LEGEND PROPOSED UNDERGROUND ELECTRIC UGE SYMBOL KEY PROPOSED GAS GAS 0 WATER -SANITARY SEWER PROPOSED SANITARY SEWER ss CROSSING PER CITY AND RIM -604.11UP TCEQ STANDARDS. I PROPOSED TELEPHONE TELE DEPTH - 5.00' FL 8"PVC N 99.1' I O UTILITY CROSSINGS PROPOSED WATER W PROPOSED FIRE HYDRANT �FH GRAPHIC SCALE W I TIE IN TO EXISTING 0 30 60 FEET PROPOSED MANHOLE Q 8" WATER LINE W/ 8"x8" TEE AND woo- will— r PROPOSED TRANSFORMER �ll o0 12"x8" REDUCER 1 —30 X I PROPOSED WATER VALVE W LOT I TIE IN TO EXISTING KIMBALL PARK INTENDED LIGHTING IX 8" WATER LINE INST.# D216064993, O.P.R.T.C.T. W/ 8"x8" TEE AND 8'x4 REDUCER I NOTES: 1. MINIMUM SIZE FOR SANITARY SEWER IS 8". SANITARY i I SEWER SERVICE LINES SHALL CONNECT TO PUBLIC �60.0— - - - - - - - - -200.4- - - - \ SANITARY SEWER SYSTEM BUILT TO CITY STANDARDS. PROPOSED FIRE!� M s 2. MINIMUM SIZE PUBLIC WATER MAIN IS 8". LOT 1, BLOCK HYDRANT ASSEMBLY F EX. 8" WATER FIRE LANE STRIPING 3. PRIVATE SANITARY SEWER SERVICES NEED A W BRIARWOOD ESTATES, PHASE IF L - - I PLUMBING PERMIT AND MUST BE INSPECTED BY VOL. 388-189, PG. 7 i F P.R.T.C.T. T BUILDING INSPECTIONS PRIOR TO BURIAL. 4. FOR THE SPRINKLER SYSTEMS THE DOUBLE CHECK a a H d I z METER J \ LL] Lln``�P�� VALVES SHALL BE IN VAULTS. I J Z I 4 11111111111 OF N (�. N� W LLI REMOTE FDC -' o o LL _ 'I m > CONCRETE DRAINAGE STRUCTURE > LLda WRIP-RAP_> a0 I ELEC. TRANSFORMER P� Cy \ � !G 0" S EEL -602.7' r 15'UE I I MB IPA IC GEN ERATOR ° VOLUME 388-139,PAGE7 �_ I 2, 2 I�i� 9 .P.R.T.G., \ O W �— — — � WM W 12" WATER LINE W MNS J - I i S 1,11 �1 T. I 2 / I ARE FEE I � RISER ROOM NO BUILDINGS OBSERVED GARAGE(EX. W r` z TO BE RELOCATED J UPPER FFE = 613.00 GROSS LAND AI I r W 3.301 ACRES Q 143,804 SQUARE 60.0' GREASE L _N B 1AFW01 D E STA ES, PH SEI I VOR. 388-18% PG 7 1 i 'I P.R T.C. . 0 W W - II rr �{ ... - $ U 1 BRUCE W. FUSSELMAN AND WIFE, Q I I ' J a S2 W V L. 1 465, PG. Z�3 30� w Q W wm a� O ' P- - — - °fi ---- - .FH Awa � W \ \ Q a DNF - -} DOT TYP ❑ C) o a _ 1p�� aQ> W EX. OVERHEAD ELECTRIC TO BE RELOCATED Uv -_ I I GUY- o; W W 3 STORY 4 c� 20 E O y J O cH BLDG = 7,966 SF --- M C -i O - - ou ouou V TIE IN TO EXISTING O O0 ou ----==-- "�---" 15' UE OUT KE L9 I � EXISTING FIRE x w HYDRANT REPLACE 6"x6" TEE EX. 12" WATER W/ 12"X6" TEE STATE OF TEXAS INST# D198008710, O.P.R.T.C.T. TIE INTO EXISTING 6" WATER LINE W/ 12"x12" TEE AND 607.27' **r'rBMMNS 12"x6" REDUCER oF ----�' 1/-" REBAR 4 -- STATE OF TEXAS VOL. 4248, PG. 189 D.R.T.C.T. 2 Oij LEGEND PROPOSED UNDERGROUND ELECTRIC UGE SYMBOL KEY PROPOSED GAS GAS 0 WATER -SANITARY SEWER PROPOSED SANITARY SEWER ss CROSSING PER CITY AND RIM -604.11UP TCEQ STANDARDS. I PROPOSED TELEPHONE TELE DEPTH - 5.00' FL 8"PVC N 99.1' I O UTILITY CROSSINGS PROPOSED WATER W PROPOSED FIRE HYDRANT �FH GRAPHIC SCALE W I TIE IN TO EXISTING 0 30 60 FEET PROPOSED MANHOLE Q 8" WATER LINE W/ 8"x8" TEE AND woo- will— r PROPOSED TRANSFORMER �ll o0 12"x8" REDUCER 1 —30 X I PROPOSED WATER VALVE W LOT I TIE IN TO EXISTING KIMBALL PARK INTENDED LIGHTING IX 8" WATER LINE INST.# D216064993, O.P.R.T.C.T. W/ 8"x8" TEE AND 8'x4 REDUCER I NOTES: 1. MINIMUM SIZE FOR SANITARY SEWER IS 8". SANITARY i I SEWER SERVICE LINES SHALL CONNECT TO PUBLIC �60.0— - - - - - - - - -200.4- - - - \ SANITARY SEWER SYSTEM BUILT TO CITY STANDARDS. PROPOSED FIRE!� M s 2. MINIMUM SIZE PUBLIC WATER MAIN IS 8". LOT 1, BLOCK HYDRANT ASSEMBLY F EX. 8" WATER FIRE LANE STRIPING 3. PRIVATE SANITARY SEWER SERVICES NEED A W BRIARWOOD ESTATES, PHASE IF L - - I PLUMBING PERMIT AND MUST BE INSPECTED BY VOL. 388-189, PG. 7 i F P.R.T.C.T. T BUILDING INSPECTIONS PRIOR TO BURIAL. 4. FOR THE SPRINKLER SYSTEMS THE DOUBLE CHECK a a H d I z METER J \ LL] Lln``�P�� VALVES SHALL BE IN VAULTS. I J Z I 4 11111111111 OF N (�. N� W LLI REMOTE FDC -' o o LL _ 'I m > CONCRETE DRAINAGE STRUCTURE > LLda WRIP-RAP_> a0 I ELEC. TRANSFORMER P� Cy \ � !G 0" S EEL -602.7' r 15'UE I I MB IPA IC GEN ERATOR ° VOLUME 388-139,PAGE7 �_ I 2, 2 I�i� 9 .P.R.T.G., \ O W �— — — � WM W 12" WATER LINE W MNS J - I i S 1,11 �1 T. I 2 / I ARE FEE I � RISER ROOM NO BUILDINGS OBSERVED GARAGE(EX. OVERHEAD ELECTRIC r` 3 STORY TO BE RELOCATED _ UPPER FFE = 613.00 GROSS LAND AI I r 3.301 ACRES (LOWER FFE = 602.50 143,804 SQUARE R ,MAIND�R 01' -OV A 3 - GREASE L I B 1AFW01 D E STA ES, PH SEI I VOR. 388-18% PG 7 1 i 'I P.R T.C. . I W INST.# D211037987 O.P.R.T.C.T. - II rr �{ ... - $ PUBLIC SS � 1 BRUCE W. FUSSELMAN AND WIFE, NST.# D214113070 O.P.R.LCT. I I ' MICHELLE H. FUSSELMAN S2 - ° ---- - W -�-�-- �� ------ ou ' 4.4' w - V L. 1 465, PG. Z�3 2 crrY or SOUTHLAKE f'�� -' D205000041, O. � X -SS P.R.i'.C'.T. I .I',C. ' / 20' WATER/SEWER ESM T. I I ' P- - — - °fi ---- - .FH ALL P. 1 EX. 12 S "WATER ' ol 1.750 ACRES \ \ CITY OF SOUTHLAKE INST # D205000042 O.P.R.T.C.T. DNF - -} DOT TYP ❑ I _ 1p�� MIXED USE EX. OVERHEAD ELECTRIC TO BE RELOCATED Uv -_ I I GUY- o; � W 3 STORY 4 - --- -- 20 E O y J O RISER ROOM FFE = 604.00 BLDG = 7,966 SF --- as Qy�� - - ou ouou V TIE IN TO EXISTING 1FDC O0 ou ----==-- "�---" 15' UE OUT KE L9 I I IXED USE 4 SJORY FFE =1602.50 I I BLDG _ 9 13� SF i I LP, l 11L L:S .LLC 1I21C C'v,MPANY I V WV / DE j BNT.# D216064993 / O.P.R.T.C.T / 'i� o I � O G� �w r MNS� j F EXISTING FIRE HYDRANT TO BE RELOCATED j fGVW 96 (,&N )C)'5 RELOCATED FIREI- �i HYDRANT ASSEMBLY "' oe / P / 10-11 E& E I D21 06499; 5' UE CABINET A, SLIDE 3620 P.R.T.C.T. MESCO ADDITION LOT 7R, BLOCK 1 INST# D211037987 O.P.R.T.C.T. LIMITS OF EX. 12" WATER TO BE ABANDONED IN PLACE e - _6" PRIVATE SS STATE OF TEXAS O - _ 2 O�_ W z z I - _ - _ INST# D 197181847--- I r — _ W TER81SEWERESMT. 2 W `� CI ER LINE '� GREASE L I CAE OF S UTL L KE NE —r �'Sr.# 205000 45, W O.P R.T.C.'. �- 1 i I TRAP O ---- O - _ CA\ �, I W INST.# D211037987 O.P.R.T.C.T. - II rr �{ ... - $ PUBLIC SS � O - ." =59s. I EX. 8' SS SAN. SEWER �- NST.# D214113070 O.P.R.LCT. -j— _ S2 - ° ---- - W -�-�-- �� ------ ou ' 4.4' w - I � 2 crrY or SOUTHLAKE f'�� -' D205000041, O. � X -SS P.R.i'.C'.T. I .I',C. � SS 20' WATER/SEWER ESM T. — ' P- - — - °fi ---- - .FH ALL P. 1 EX. 12 S "WATER ' \ \ CITY OF SOUTHLAKE INST # D205000042 O.P.R.T.C.T. DNF - -} DOT TYP ❑ tat OL'6t _ 1p�� Uv -_ �v,0 —=o> E GUY- o; - W FkSSqt/ • SE F - --- -- 20 E O y J O ou ou ou T P - --- as Qy�� - - ou ouou V TIE IN TO EXISTING — — ou O0 ou ----==-- "�---" 15' UE OUT KE L9 PROPOSED TATE OF TEXAS C,O Y O 12" WATER LINE EX. 12" WATER 4'O MANHOLE INST. # D197181851 O.P.R.T.C.T. E. STATE OF TEXAS INST# D198008710, O.P.R.T.C.T. - ss DI_\ - STATE TEXAS STATE HIGHWAY 60.9' ACCESS GRANTED oF T �1 (220' ROW PER STATE HIGHWAY DEPARTMENT RIGHT OF WAY V. PROPOSED FIRE D.R.T.C.T. --- AP DATED APRIL 10 198s) HYDRANT ASSEMBLY STATE OF TEXAS v _ wou~��N3 0 4229, PG. 663, D.R.T.C.T. oY PRELIMINARY FOR REVIEW PURPOSES ONLY 0 O0 oa a O Know what's below. Call before you dig. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX CASE NO: ZA18-0057 0 0 N M i 00 N M 00 ■ kn rn 0 F� ■ O 'O N 3 U 01) 00 ono°c°o� 12 _>w16,G J Lu > Z y C C J= U EO -0PN Q W Q J �w _'� Z a S2 L Yv Lo Q C � 0. 0 = N J tat OL'6t �v,0 —=o> E UL 20 E O y J O (/i as Qy�� C,O Y O -0 v O v _ wou~��N3 0 oY z a�m_� '6 O �,v- _ Y`o� v O > Q O aN J r LJJ o E o fl v v Nva a c E E a EY E E 0 G O O -v0 Q r0 =� 31 3 3 c m v� E�� o @sE� 7-. L vY 0 0 N M i 00 N M 00 ■ kn rn 0 F� ■ O 'O N 3 U 01) 00 0 1 1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION Na. 86184, ON 12/27118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: STT (C� Copyright 2018, Adams 12 > Z W Q J �w _'� Z a S2 L Q J UL (/i 0 1 1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION Na. 86184, ON 12/27118 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 JOB NUMBER: 2018.195 DESIGNED BY: DWL DRAWN BY: MP CHECKED BY: GRA DATE: DECEMBER 2018 SHEET: STT (C� Copyright 2018, Adams 3 z � 0 Q M z a W o z o L l L a F W mmo �cl,o�o F- mo¢� Li0000 wwww JOOOOO OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 1203 S. WHITE CHAPEL, SUITE 100 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICI DP.COM APPLICANT / ARCHITECT BOKA POWELL, LLC 8070 PARK LANE, SUITE 300 DALLAS, TX 75231 CONTACT: DENNIS D. GULSETH, AIA NCARB, PRINCIPAL PHONE: 972-701-9000 EMAIL: DGULSETH@BOKAPOWELL.COM CIVIL ENGINEER : ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM 60.0' I I I � to I I I to - - - - -200.4'- - - - - - - - - - - - - - - Vl-- CONCRETE CURB & GUTTER (TYPICAL) I LOT 1, BLOCK A BRIARWOOD ESTATES, PHASE I VOL. 388-189, PG. 7 P.R.T.C.T. _ -600 I EDGE OF CONCRETE DRAINAGE STRUCTURE J --------- I I I l/ CONCRETE (NO CURB)RIP�P / / s EEL -6 7..T � I PARK N89°33'5 'E 260.38' / 993, O.P.R.T.C.T. 1/2" REBAR ww 24002 / / I %�� 615.50' 0 10 O/S BK I I 1\ x615.15' / I / oo03 oo/sBK I I I / I ^ / / T','7 -4"c11 11 ARE FEE PARKIN(.:) NO BUILDINGS OBSERVED I I GAIAG E 3 StORY POFR FFF = 613.00 GRO 301 ACRES - , QV ER FFIE = 602 �0 143,804 SQUAD \ /A DER OF 6CK A B _WO D STATES, PHASE I I T327 6.5 AR ELM / VOL. 383 48SI, PG{ 7 I °'��°"'' a-.. T32 66.5AR_FLM 6g6 / boy P�CitJT.C. AR / I I= I / I I T3279 9" P AK / !-DAR - l,' 026'1 ° I BRUCE W. FUS�SELMAN AND WIFE, r 26 10n W I I I I MICHELE H. FUSSELMAN I / l: x,2,06., ll'FLM IPG.1128 7C a r_i.M / w w l i / I / I VOL.DI. 465 T lq I I / 000 6'10' U F^ � F. EDGE OF ASPHALT Oa H � 1, (NO CURB) iA Cn F-� IT T'N" [-[-\II / 1.7 0 ACRES i0,13_tiv I I I j I I f / T ,w" o Il N z rMIXED USE / ,�� MIXE U E a 1 / 3 STORY I 4 STORY FFE = 604.00 / / i 'BF'` FFE = 602.50 M a / BLDG = 7,966/SF BLDG = 19,130 SF / 11, N11 IF/ �.,.. Iff 8- FIR LANE I� II NE - FIRELANE FIRELANE FIRELANE 607.27' I BM MNSno I FFE ANE I / / / 6p2 / / I STATE OF TEXAS FIRE ANE 001 / INST.# D 197181847 FIRELAN[/ / o O.P.R.T.C.T. / c I ` / / - _ ASPHALT C \ FIRELANE__ FIRELANE / FIRELANE 1/2"REBAR CONCRETE Iop A A \ " °� 47.'95 S 2 24 N85 5938 W T r,I'z3 aL�'-Aac, � \ ' _ / I GI P 4.4' \ _- ou _� oo -on \ \ �� \��I�/ \ o�� D4 WV OU \�\ I \ / T3300 29 P(_ _ "KIMBALL PAR X 605 SOD SIGNt MONUMENT /GN \/ --'606 - _��- DNF Uv 0 -601 -- --- -- -- -- -- -- -- -- __� __ __ - --- OD-oD_°N _ ou L=196, 74', R-5619, 8' CONCRETE CURB & GUTTER (TYPICAL) A I I4 602 STATE OF TEXAS VOL. 4248, PG. 189 A=002000'21 " STATE OF TEXAS \ D.R.T.C.T. N83035'16"W-196.73' INST.# DI97181851 STATE OF TEXAS \ O.P.R.T.C.T. INST.# D198008710, E. STATE HIGHWAY NO. 114 O.P.R.T.C.T. CONCRETE (220' ROW PER STATE HIGHWAY DEPARTMENT RIGHT OF WAY p DATED APRIL 10, STATE OF TEXAS 4229, PG. 663, D.R.T.C.T. PRELIMINARY FOR REVIEW PURPOSES ONLY LOT 1 KIMBALL PARK INST.# D216064993, O.P.R.T.C.T. I I 7 =-I I IM =1111111 �i�i�ii=1111111 � A %��7��I��III�IR� •_ -ILII► ,.-li %III��/��IOI�:�•'I;�Of,►IO�_ III ►►,�� i�,IJ-IIIIII III=111i�11.44 �,,,,,��,�`�,��f►��,��i�� , 1 1 ' 1 I • STATE OF TEXAS VOL. 13965, PG. 182 D.R.T.C.T. pove / wti w 143,804 SF EXISTING TREE CANOPY AREA: E o L=146.1 EXISTING TREE CANOPY PROPOSED TO BE REMOVED: / A=041' 2': MNS S24°5 '43" EXISTING TREE CANOPY PROPOSED TO REMAIN: CRIPPLE % OF CANOPY TO REMAIN: 0% HIGHLAND MESCO ADDITION NOTE: TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED ON TREE LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY. 114 STATE OF TEXAS VOL. 13965, PG. 182 D.R.T.C.T. pove w 143,804 SF EXISTING TREE CANOPY AREA: E o 15.0% EXISTING TREE CANOPY PROPOSED TO BE REMOVED: T M E MNS / EXISTING TREE CANOPY PROPOSED TO REMAIN: CRIPPLE % OF CANOPY TO REMAIN: 0% HIGHLAND MESCO ADDITION NOTE: TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED ON TREE LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY. 114 LOT 7R, BLOCK 1 - - SOUTHLAKE O o WILDWOOD LANDSCAPE AREA/ NATURAL GROUND INST.# D211037987 �° (ISLAND) O.P.R.T.C.T. m Q 3 Y = ¢ a LANDSCAPE AREA/ NATURAL GROUND w �. z � (ISLAND) �-vy� L c/) O V o m N° a � N ° C W r W N I as au F �(D U I F c c L o n io N I L I i E m > LANDSCAPE AREA/ NATURAL GROUND t°,,) 60� (ISLAND) c c.° u E v U \ U I 0 Ig s a 1. L I � H C _ ST 601, OU ou �- ou ou _ - - ou 00 UP BRICK - - - - cn z CONCRETE - STATE OF TEXAS VOL. 13965, PG. 182 D.R.T.C.T. pove w 143,804 SF EXISTING TREE CANOPY AREA: E o 15.0% EXISTING TREE CANOPY PROPOSED TO BE REMOVED: T M E i 100% EXISTING TREE CANOPY PROPOSED TO REMAIN: CRIPPLE % OF CANOPY TO REMAIN: 0% HIGHLAND MESA , NOTE: TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED ON TREE LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY. 114 _j _j - - SOUTHLAKE O w Y;YNv= WILDWOOD e J Q LA E WOOD m Q 3 Y = ¢ a o 0 y w �. -1- -1 PROJECT _1709 J LOCATI N I o 3 a Sok iie SITE MAP SCALE: 1" = 1/2 MILE EXISTING TREE INVENTORY LIST REFERENCE PRELIMINARY TOPOGRAPHIC/ TREE SURVEY COMPLETED BY JPH LAND SURVEYING DATED SEPTEMBER 18, 2018 FOR TREE SIZE AND SPECIES REPLACEMENT & PROTECTION 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. TREE TABULATIONS GROSS SITE AREA (3.30 ACRES): 143,804 SF EXISTING TREE CANOPY AREA: 21,692.25 SF % OF SITE AREA: 15.0% EXISTING TREE CANOPY PROPOSED TO BE REMOVED: 21,692.25 SF % OF CANOPY TO BE REMOVED: 100% EXISTING TREE CANOPY PROPOSED TO REMAIN: 0 SF % OF CANOPY TO REMAIN: 0% EXISTING TREE CANOPY IN R.O.W. THAT MAY BE PRESERVED: 0 SF NOTE: TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED ON TREE LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY. SITE NOTES - NO STREAMS / CREEKS / PONDS EXIST ON SITE - CRITICAL ROOT ZONES ARE LOCATED WITHIN DRIPLINE OF TREES. LEGEND xTREES TO BE REMOVED TREES TO BE RETAINED GRAPHIC SCALE 0 30 60 FEET 1 "=30' LOT 2, KIMBALL PARK, AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D216064993, PLAT RECORDS, TARRANT COUNTY, TX AND LOT A, BLOCK A, BRIARWOOD ESTATES PHASE I AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-139, PAGE 7, PLAT RECORDS, TARRANT COUNTY, TX CASE NO: ZAI8-0057 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF MARGARET J. ROGERS, ASLA LANDSCAPE ARCHITECT No. 2705, ON 02111/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES JOB NUMBER: 2018-195 DESIGNED BY: MIR DRAWN BY: MIR CHECKED BY: DWL DATE: DECEMBER 2018 SHEET: LlnO U Copyright 2018, Adams z oa`oco- a T bAO-0 v c.= � - a �LLJ Ea0 t ?�NH `o Q _j _j Ln O w Y;YNv= w F Lu Q Q = W ~O Z �-vy� L c/) O V o m N° a � N ° C W W mva¢vE F aL O. OI c c L o n io i E m > c c.° u E Ig s a 1. L H C N "4O a Nov`" cn z .=aa m- °,0 Ov °vv - v = E v�y� > Qov��o Lu O E aY 3aE v ova =v N E 1 � C av Esc --E E c O = 0.0 a N L a 3s33�co, 02 - w c c �`�7tEA THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF MARGARET J. ROGERS, ASLA LANDSCAPE ARCHITECT No. 2705, ON 02111/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES JOB NUMBER: 2018-195 DESIGNED BY: MIR DRAWN BY: MIR CHECKED BY: DWL DATE: DECEMBER 2018 SHEET: LlnO U Copyright 2018, Adams z a a z f1 _j _j Ln O ax- w F Lu Q Q = W ~O Z U_ c/) O V o W W cc F THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF MARGARET J. ROGERS, ASLA LANDSCAPE ARCHITECT No. 2705, ON 02111/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES JOB NUMBER: 2018-195 DESIGNED BY: MIR DRAWN BY: MIR CHECKED BY: DWL DATE: DECEMBER 2018 SHEET: LlnO U Copyright 2018, Adams BUFFERYARD REQUIREMENTS GRAPHIC LENGTH CANOPY TREES ACCENT TREES SHRUBS NORTH CANOPY TREES TYPE "B" - 10' WIDE, 2 CANOPY TREES, 3 ACCENT TREES AND 10 SHRUBS PER 100 LF REQUIRED 330 L.F. 6 10 33 SHRUBS, ORNAMENTAL GRASSES, AND VINES PROVIDED ** 330 L.F. 6 10 47 SOUTH SHRUSS TYPE "E" - 10' WIDE, 1 CANOPY TREES, 2 ACCENT TREES AND 8 SHRUBS PER 100 LF PERENNIALS, GROUNDCOVERS, AND ANNUALS REQUIRED 390 L.F. 4 8 31 GC PROVIDED 390 L.F. 3 7 69 EAST: NO BUFFERYARD REQUIRED WEST O TYPE "C" - 10' WIDE, 3 CANOPY TREES, 4 ACCENT TREES AND 12 SHRUBS PER 100 LF, 75' OF DRIVEWAYS DEDUCTED FROM 280 L. F. TBD REQU I RED 205 L. F. 6 8 25 REQUIRED PROVIDED 205 L.F. 6 6 30 SHADE TREES GRAPHIC KEY COMMON NAME SCIENTIFIC NAME 53,99(o x .5 CANOPY TREES _LECTED FROI-7 LIST El OT ORNAMENTAL TREE SELECTED FROM LIST GROUNDCOVERS = 15% OF SHRUBS, ORNAMENTAL GRASSES, AND VINES GRAPHIC KEY COMMON NAME SCIENTIFIC NAME O 0 SHRUB SHRUSS SELECTED FROM LIST PERENNIALS, GROUNDCOVERS, AND ANNUALS GRAPHIC KEY COMMON NAME SCIENTIFIC NAME GROUND GC GROUNDCOVERS SELECTED FRC/'1 LIST TREES SC SEASONAL COLOR TBD COLOR O SOD TBD INTERIOR LANDSCAPE REQUIREMENTS BUILDING t GARAGE S.F. = 53,996 53,99(o x .5 = 26,998 REQUIRED 1 CANOPY TREE PER 500 S.F., 1 UNDERSTORY TREE PER 250 S.F., 1 SHRUB PER 40 S.F., GROUNDCOVERS = 15% OF REQUIRED AREA, AND SEASONAL COLOR = 2% OF REQUIRED AREA ** VARIANCE REQUESTED ON INTERIOR LANDSCAPE REQUIREMENTS CANOPY ACCENT GROUND SEASONAL TREES TREES SHRUBS COVER COLOR (S.F.) (S.F.) REQUIRED 54 108 675 4/050 540 PROVIDED 30 22 685 5/585 956 10' TYPE "C" BUFFERYARD ,Ille IT FTHM MNS MINIMUM PLANT SIZES AT TIME OF PLANTING SHALL BE AS FOLLOWS: CANOPY TREES = 16' HT., 4" CAL. ORNAMENTAL TREES = 8' HT. SHRUBS = 3 GAL. @ 24" HT. GROUNDCOVER AND SEASONAL COLOR = 4" POTS PLANT SELECTION LIST: CANOPY TREES BUR OAK LIVE OAK SHUMARD OAK CHINKAPIN OAK CEDAR ELM LACEBARK ELM BALD CYPRESS CHINESE PISTACHE SOUTHERN MAGNOLIA TEXAS ASH ORNAMENTAL TREES EASTERN RED CEDAR POSSUMHAW HOLLY YAUPON HOLLY SHANTUNG MAPLE MEXICAN PLUM CHERRY LAUREL VITEX RED BUD RUSTY BLACKHAW VIBURNUM CRAPE MYRTLE EVE'S NECKLACE DESERT WILLOW SPRUES DWARF BURFORD HOLLY DWARF CHINESE HOLLY NELLIE R. STEVENS HOLLY FOSTER HOLLY DWARF YAUPON SPIRAEA ELEAGNUS GLOSSY ABELIA TAM JUNIPER TEXAS SAGE RED BARBERRY RED YUCCA DWARF WAX MYRTLE GROUNDCOVERS CREEPING JUNIPER LANTANA FOUNTAIN GRASS MISCANTHUS GRASS ASIATIC JASMINE WINTER CREEPER CAST IRON PLANT LIRIOPE MONDO GRASS PERIWINKLE VIRGINIA CREEPER TURK'S CAP CORALBERRY PANTHER CREEK RO a a 1 LANDSCAPE PLAN Pram to 11560Is SCALE: 1"=30' N 0 R T H architecture I interiors I planning I graphics 8070 Park Lane, Ste. 300 1 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com These documents are issued for pricing only and are not for regulatory approval, permitting or construction. Arch: Donald R. Powell, Jr. Reg. No.: 7206 Arch: Chris W. Barnes Reg. No.: 10147 Arch: John E. Orfield Reg. No.:11164 Arch: R. Andrew Bennett Reg. No.: 18129 client MEDICI DEVELOPMENT PARTNERS 2106 E STATE HWY 114 #103 SOUTH LAKE, TX 76092 817-527-5601 civil engineer ADAMS ENGINEERS & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD #150 DALLAS, TX 75019 817-328-3200 mep ME ENGINEERS 1825 MARKET CENTER BLVD #415 DALLAS, TX 75207 214-741-1589 oeol � TBG landscape architects, planners & designers 2001 bryan street suite 1450 dallas, tx 75201 [2141744-0757 tbgpartners.com for review only. not for regulatory approval, permitting or construction. SITE PLAN SUBMITTAL February 11, 2019 Seth Atwell #3078 KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue revisions CASE N0: ZA18-0057 title LANDSCAPE PLAN project number date sheet L 1 ■ 18165.000 11.26.2018 •. k L"A a Lfl 05 PERSPECTIVE 5 O/� PERSPECTIVE 4 `t 03 PERSPECTIVE 3 WE 02 PERSPECTIVE 2 01 PERSPECTIVE 1 architecture I interiors I planning I graphics 8070 Park Lane, Ste. 300 I Dallas, Texas 75231 Tel 972.701.9000 I Fax 972.991.3008 www.bokapowell.com These documents are issued for pricing only and are not for regulatory approval, permitting or construction. Arch: Donald R. Powell, Jr. Reg. No.: 7206 Arch: Chris W. Barnes Reg. No.: 10147 Arch: John E. Orfield Reg. No.: 11164 Arch: R. Andrew Bennett Reg. No.: 18129 client MEDICI DEVELOPMENT PARTNERS 2106 E STATE HWY 114 #103 SOUTHLAKE, TX 76092 817-527-5601 civil engineer ADAMS ENGINEERS & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD #150 DALLAS, TX 75019 817-328-3200 mep ME ENGINEERS 1825 MARKET CENTER BLVD #415 DALLAS, TX 75207 214-741-1589 KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue revisions title PERSPECTIVE VIEWS project number date sheet 18165.000 12.20.2018 BRICK 1 BRICK 1 NORTH FACADE MATERIALS MATERIAL SF % BRICK 1 2,424 16.6 BRICK 2 - - STUCCO/ ELASTOMERIC 1 7,983 54.6 STUCCO/ ELASTOMERIC 2 4,215 28.8 TOTAL MASONRY 14,622 100.0 SOUTH FAt ADE MATERIALS MATERIAL SF % BRICK 1 3,360 28.9 BRICK 2 3,644 31.3 STUCCO/ ELASTOMERIC 1 - - STUCCO/ ELASTOMERIC 2 4,623 39.8 TOTAL MASONRY 11,627 100.0 EAST FACADE MATERIALS MATERIAL SF % BRICK 1 934 9.1 BRICK 2 - - STUCCO/ ELASTOMERIC 1 4,023 39.2 STUCCO/ ELASTOMERIC 2 5,301 51.7 TOTAL MASONRY 10,258 100.0 CTI Ir'r'n/ CI AC-rnnAEDlr' r'nATInIf- 4') DDIr'l/ ') CI A71INIC r'1 A71nlr' STUCCO/ ELASTOMERIC COATING #1 cTl Irrn/ C1 ACTnAACDIr r•nATlnlr- 4 ) DCDCnD ATCrI AACTA I crDCCNI 0Ti7rd9 WEST FACADE MATERIALS MATERIAL SF % BRICK 1 1,500 22.4 BRICK 2 2,666 39.8 STUCCO/ ELASTOMERIC 1 - - STUCCO/ ELASTOMERIC 2 2,532 37.8 TOTAL MASONRY 6,698 100.0 TOTAL BUILDING FACADE MATERIAL SF % BRICK 1 8,218 19.0 BRICK 2 6,310 14.6 STUCCO/ ELASTOMERIC 1 12,006 27.8 STUCCO/ ELASTOMERIC 2 16,671 38.6 TOTAL MASONRY 43,205 100.0 TOP ROOF , - - - - - - - - EL. 674'-0„___1W LEVEL 4 -_AMENITY_ EL. 647.5'-0"��' LEVEL 3 - OFFICE -� EL. 632.5'-0 LEVEL 2 - OFFICE A EL. 617.5'-0"�� LEVEL 1 - RETAIL _ EL. 604'-0' - _LEVEL 1 -RETAIL EL. 602.5'-0' 0 SOUTH ELEVATION 3 SCALE: 1 " = 20' TOP _OF ROOF - - - - - - EL. 674'-0 LEVEL 4 -_AMENITY_ EL. 647.5'-0"�� _LEVEL 3 - OFFICE EL. 632.5' 0" GLAZING BRICK 2 BRICK 1 STUCCO/ ELASTOMERIC COATING #1 GLAZING BRICK 1 STUCCO/ ELASTOMERIC COATING #2 TOP OF ROOF EL. 674'-0"�� architecture I interiors I planning I graphics 8070 Park Lane, Ste. 300 I Dallas, Texas 75231 Tel 972.701.9000 I Fax 972.991.3008 www.bokapowell.com These documents are issued for pricing only and are not for regulatory approval, permitting or construction. Arch: Donald R. Powell, Jr. Reg. No.: 7206 Arch: Chris W. Barnes Reg. No.: 10147 Arch: John E. Orfield Reg. No.: 11164 Arch: R. Andrew Bennett Reg. No.: 18129 client NOWAKYMMMENT PARTNERS 3T1(EEBR19' 114 #103 GINTRLAR,MR 76092 §2Fq6§1 cbA6e ftghte*pe i6()fA1AA"QA4ffRS & DEVELOPMENT SUNSU LAUMSS ��'KIP G4M51INATERS BLVD #150 NNL22gM,TTp#( 75019 consu�faU ype ffQfIPANY NAME MfRMIARMSS %R,I§AARt,TZftNTER BLVD #415 ��NL ► ,TTX 75207 9oAs'U-'1?ARgpe COMPANY NAME STREET ADDRESS CITY, STATE, ZIP CONTACT # consultant type COMPANY NAME STREET ADDRESS CITY, STATE, ZIP CONTACT # consultant type COMPANY NAME STREET ADDRESS CITY, STATE, ZIP CONTACT # KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue revisions _ _ LEVEL 4 -AMENITY LI I I EL. 647.5'-0"�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -LEVEL 3OFFICE LEVEL 2 - OFFICE title - - - - - - - - - -� - - o - -- -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - EL. 617.5'-0'- ELEVATIONS &MATERIAL mmmmm LEVEL 1 -_RETAIL _ PERCENTAGES ❑ ❑❑ ❑❑ ❑❑❑❑ ❑ ❑1F ❑ ❑ �R _ ❑❑ ❑❑❑ EL. 604' 0 In INIMMUNI- _LEVEL 1_ RETAIL Ilk EL. 6025-0 0 WEST ELEVATION EAST ELEVATION 4 SCALE: 1" = 20' 0 1 SCALE: 1" = 20' project number 18165.000 date 01.25.2019 sheet 1 2 3 4 5 6 7 8 9 10 I I I I I I I I I I I I I i I I I i I i n 0 0 0 --0 0 1 FLOOR PLAN - GROUND SCALE: 1" = 20' architecture I interiors planning I graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com These documents are issued for pricing only and are not for regulatory approval, permitting or construction. Arch: Donald R. Powell, Jr. Reg. No.: 7206 Arch: Chris W. Barnes Reg. No.: 10147 Arch: John E. Orfield Reg. No.: 11164 Arch: R. Andrew Bennett Reg. No.: 18129 client NOWAMVMWMENT PARTNERS STI(EEBACKHEW 114 #103 GINTRIATS,MR 76092 §211'PaT661 ch ibedt9irtelglpe 6()l%1AA"0JA RS & DEVELOPMENT 6LI ELEL SS 0§'6X, ,S8IWATERS BLVD #150 §AKTAg§, T&p 75019 consu�faniype dOfAPANY NAME MfRMIARMSS %1t,I§AAKtTZftNTER BLVD #415 SQNW1175207 COMPANY NAME STREET ADDRESS CITY, STATE, ZIP CONTACT # consultant type COMPANY NAME STREET ADDRESS CITY, STATE, ZIP CONTACT # consultant type COMPANY NAME STREET ADDRESS CITY, STATE, ZIP CONTACT # KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue revisions title GROUND FLOOR PLAN project number date sheet 18165.000 12.20.2018 �1) FLOOR PLAN - TYPICAL SCALE: 1" = 20' rowell architecture I interiors planning I graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com These documents are issued for pricing only and are not for regulatory approval, permitting or construction. Arch: Donald R. Powell, Jr. Reg. No.: 7206 Arch: Chris W. Barnes Reg. No.: 10147 Arch: John E. Orfield Reg. No.: 11164 Arch: R. Andrew Bennett Reg. No.: 18129 client MEDICI DEVELOPMENT PARTNERS 2106 E STATE HWY 114 #103 SOUTHLAKE, TX 76092 817-527-5601 civil engineer ADAMS ENGINEERS & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD #150 DALLAS, TX 75019 817-328-3200 mep ME ENGINEERS 1825 MARKET CENTER BLVD #415 DALLAS, TX 75207 214-741-1589 KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue revisions title TYPICAL FLOOR PLAN project number 18165.000 date 12.20.2018 sheet (0).- - - - `.J � D1 FLOOR PLAN -AMENITY SCALE: 1" = 20' rowell architecture I interiors I planning I graphics 8070 Park Lane, Ste. 300 I Dallas, Texas 75231 Tel 972.701.9000 I Fax 972.991.3008 www.bokapowell.com These documents are issued for pricing only and are not for regulatory approval, permitting or construction. Arch: Donald R. Powell, Jr. Reg. No.: 7206 Arch: Chris W. Barnes Reg. No.: 10147 Arch: John E. Orfield Reg. No.: 11164 Arch: R. Andrew Bennett Reg. No.: 18129 client MEDICI DEVELOPMENT PARTNERS 2106 E STATE HWY 114 #103 SOUTHLAKE, TX 76092 817-527-5601 civil engineer ADAMS ENGINEERS & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD #150 DALLAS, TX 75019 817-328-3200 mep ME ENGINEERS 1825 MARKET CENTER BLVD #415 DALLAS, TX 75207 214-741-1589 KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue revisions title AMENITY FLOOR PLAN project number 18165.000 date 12.20.2018 sheet