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Item 7F PlansK E R R C NW EGDIRNAYR TAT E 0. 1 BIG BEND 114 26 LB114 1141709 SLLONKKAO ETAGKOORB EVOCTNERB S K A O N I T S U A K O O R B E L B B E P Dove Creek BL Y T H E AS H M O R E WILDWOOD LAKE WOOD BR E N T W O O D S U M M E R P L A C E ALAMO MI S S I O N SA N DIAMOND SOUTHLAKE RAINBOW CA R L I S L E CA R R O L L WHISPERING LN MI G U E L CA R R O L L PKW Y WHIS P E R I N G DELL EMERALD 2.1 CHESNUT SA N J U A N HIGHLAND SU N S H I N E DOVE CHRIS THOMAS ALICE WARWICK NEWCASTLE MANCHESTER CA M E L O T DO V ETUMBLEWEED LO N G H O R N KI M B A L L BR A I R W O O D CH E R R Y SH A D Y ROLLING GREENBOUGH RAINTREE RAINF O R E S T MESA VERD E MULHOLLAND STONEWAY CIMM A R O N PALO D U R O PECOS DOVEHO O D SUNDOWN PA R K EVERGLADE HARBOR OVERLOOK INWOOD BR O O K S I D E CR O S S KI M B A L L KI M B A L L TI M B E R L I N E WO O D S E Y EA S T W O O D WE S T W O O D AU S T I N DO G W O O D CR E S T V I E W BL U E B O N N E T AZ A L E A RI D G E 0. 8 CH A P A R R A L SIERA SO N N E T Bra n c h Bra n c h McPher s o n Jo n e s Fa r r i s Bra n c h DO V E L O O P REDWOOD TIFFANY FOREST SOUTHL A K E CRO O K E D KI N G S C A N Y O N DovePark CITY LIMIT LIMIT BLVD CO M M E R C E BA N K IN D U S T R I A L OXFORD EATON BE R K L E Y LA N C A S T E R WALL COUNTRY-FOREST AUTUMN M A N O R YE L L O W ST O N E DO V E CR E E K BRANCHWOOD SANDELL IDLEWOOD WI N D I N G C R E E K WO O D B R I A R WINDING CREEK STEPPLEWOOD ASHWOOD DUBLIN SHOREWOOD BRIARCREFTLAGUNA VISTA CRIPPLE CREE K 26 1709 114 CO N C E P T P L A N P A C K A G E : DI S T R I C T 1 1 4 A T K I M B A L L P A R K To Serve ADAMS PROJECT NO. 2018.195 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 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 DISTRICT 114 AT KIMBALL PARK SITE PLAN PACKAGE FU L L P A T H : I: \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - P r o d u c t i o n I: \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ S 1 . 0 C O V E R S H E E T PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 PL O T T E D A T : 9 : 3 4 : 5 1 A M PL O T T E D O N : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 PL O T T E D B Y : M i k e P e t e r s o n FI L E N A M E : S 1 . 0 C O V E R S H E E T . d w g December 2018 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 SITE MAP SCALE: 1" = 1/2 MILE IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 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 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 8951 Cypress Waters Bld, Ste 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 PROJECT LOCATION CASE NO: ZA18-0057 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 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 12/27/18 THIS DOCUMENT IS NOTTO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 PRELIMINARY FOR REVIEW PURPOSES ONLY 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 MESCO ADDITION LOT 7R, BLOCK 1 INST.# D211037987 O.P.R.T.C.T. LOT 1 KIMBALL PARK IN S T . # D 2 1 6 0 6 4 9 9 3 , O . P . R . T . C . T . LO T 1 , B L O C K A BR I A R W O O D E S T A T E S , P H A S E I VO L . 3 8 8 - 1 8 9 , P G . 7 P. R . T . C . T . L O T A , B L O C K B B R I A R W O O D E S T A T E S , P H A S E I V O L . 3 8 8 - 1 8 9 , P G . 7 P . R . T . C . T . C H E R R Y L A N E V O L . 3 8 8 - 1 8 9 , P G . 7 P . R . T . C . T 6 0 ' R . O . W . 6" E L M OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O U O CO N C R E T E C U R B & G U T T E R ( T Y P I C A L ) CONCRETE HEADWALL BR I C K C O N C R E T E LANDSCAPE AREA/ NATURAL GROUND (ISLAND)LANDSCAPE AREA/ NATURAL GROUND (ISLAND)LANDSCAPE AREA/ NATURAL GROUND (ISLAND)CONCRETE CO N C R E T E "K I M B A L L P A R K " MO N U M E N T S I G N WO O D S I G N BU I L D I N G FI N I S H E D F L O O R EL E V A T I O N = 6 0 2 . 8 ' C O N C R E T E A S P H A L T AN I M A L C L I N I C CO N C R E T E D R A I N A G E S T R U C T U R E C O N C R E T E D R A I N A G E S T R U C T U R E C O N C R E T E D R A I N A G E S T R U C T U R E S T S T S T S T ED G E O F A S P H A L T (N O C U R B ) ED G E O F CO N C R E T E (N O C U R B ) EDGE OF CONCRETE (NO CURB) CO N C R E T E C U R B & GU T T E R ( T Y P I C A L ) C O N C R E T E C U R B & G U T T E R ( T Y P I C A L ) E D G E O F C O N C R E T E CO N C R E T E CO N C R E T E RI P - R A P DU M P S T E R E N C L O S U R E 83 . 3 ' A C C E S S D E N I E D 60 . 9 ' A C C E S S G R A N T E D WE DE ST A T E O F T E X A S IN S T . # D 1 9 8 0 0 8 7 1 1 O. P . R . T . C . T . (D O T T E D ) TE X A S U T I L I T I E S E L E C T R I C C O M P A N Y OV E R H E A D / U N D E R G R O U N D E S M T . IN S T . # D 1 9 8 1 9 6 8 3 2 , O . P . R . T . C . T . RE M A I N D E R O F LO T A , B L O C K A BR I A R W O O D E S T A T E S , P H A S E I VO L . 3 8 8 - 1 8 9 , P G . 7 P. R . T . C . T . BR U C E W . F U S S E L M A N A N D W I F E , MI C H E L L E H . F U S S E L M A N VO L . 1 2 4 6 5 , P G . 1 2 3 3 D. R . T . C . T . 1. 7 5 0 A C R E S 76 , 2 3 4 S Q U A R E F E E T MD P S O U T H L A K E , L L C IN S T # D 2 1 3 1 2 1 1 1 4 , O . P . R . T . C . T . 1. 5 5 1 A C R E S 67 , 5 6 9 S Q U A R E F E E T NO B U I L D I N G S O B S E R V E D L O T 2 KI M B A L L P A R K IN S T . # D 2 1 6 0 6 4 9 9 3 , O . P . R . T . C . T . CA E IN S T . # D 2 1 6 0 6 4 9 9 3 , O. P . R . T . C . T WA T E R & S E W E R E S M T . CI T Y O F S O U T H L A K E IN S T . # D 2 0 5 0 0 0 0 4 1 , O . P . R . T . C . T . 15 ' X 2 5 ' S E IN S T . # D 2 1 6 0 6 4 9 9 3 O. P . R . T . C . T . CA E IN S T . # D 2 1 4 1 1 3 0 7 0 O. P . R . T . C . T . CAE INST.# D211037987 O.P.R.T.C.T.15' UE CITY OF SOUTHLAKE INST.# D194198951, O.P.R.T.C.T.20' WATER/SEWER ESMT.CITY OF SOUTHLAKE INST.# D205000042, O.P.R.T.C.T.5' UE CABINET A, SLIDE 3620 P.R.T.C.T. 5 0 ' D R A I N A G E C I T Y O F S O U T H L A K E I N S T . # D 1 9 7 0 9 0 1 0 8 O . P . R . T . C . T . DE INST.#D216064993 O.P.R.T.C.TEA, CA, DE, & UE INST.#D216064993 O.P.R.T.C.T W E I N S T . # D 2 1 6 0 6 4 9 9 3 O . P . R . T . C . T WE & D E IN S T . # D 2 1 6 0 6 4 9 9 3 O. P . R . T . C . T DE ST A T E O F T E X A S IN S T . # D 1 9 9 0 7 9 5 2 9 O. P . R . T . C . T . ST A T E O F T E X A S VO L . 1 3 9 6 5 , P G . 1 8 2 D. R . T . C . T . EA, CA, DE, & UEINST.#D216064993O.P.R.T.C.T 50 ' B . L . IN S T . # D 2 1 6 0 6 4 9 9 3 , O . P . R . T . C . T ST A T E O F T E X A S IN S T . # D 1 9 7 1 8 1 8 5 1 O. P . R . T . C . T . ST A T E O F T E X A S IN S T . # D 1 9 7 1 8 1 8 4 7 O. P . R . T . C . T . 1 5 ' U E V O L U M E 3 8 8 - 1 3 9 , P A G E 7 P . R . T . C . T . 15 ' U E VO L U M E 3 8 8 - 1 3 9 , P A G E 7 P. R . T . C . T . GR O S S L A N D A R E A 3. 3 0 1 A C R E S 14 3 , 8 0 4 S Q U A R E F E E T FIRE LANE STRIPING DE INST.# D216064993 O.P.R.T.C.T 5 0 ' B . L . V O L . 3 8 8 - 1 8 9 , P G . 7 , P . R . T . C . T . F I R E L A N E S T R I P I N G F I R E L A N E S T R I P I N G FIRE LANE STRIPING E. S T A T E H I G H W A Y N O . 1 1 4 (2 2 0 ' R O W P E R S T A T E H I G H W A Y D E P A R T M E N T R I G H T O F W A Y M A P D A T E D A PR I L 1 0 , 1 9 8 5 ) ST A T E O F T E X A S 42 2 9 , P G . 6 6 3 , D . R . T . C . T . S24°59'55"W 53.44'L=41.12', R=113.00'∆=020°51'04"S35°25'27"W~40.90'S45°50'59"W 75.08'L=146.17', R=200.00'∆=041°52'32"S24°54'43"W~142.94' S 0 3 ° 5 8 ' 2 7 " W 1 1 1 . 2 1 ' N8 5 ° 5 9 ' 3 8 " W 1 2 5 . 0 1 ' N0 0 ° 2 6 ' 1 0 " W 36 4 . 3 1 ' N8 9 ° 4 1 ' 1 6 " E 2 9 5 . 5 6 ' ST A T E O F T E X A S IN S T . # D 1 9 8 0 0 8 7 1 0 , O. P . R . T . C . T . L= 1 9 6 . 7 4 ' , R = 5 6 1 9 . 5 8 ' ∆=0 0 2 ° 0 0 ' 2 1 " N8 3 ° 3 5 ' 1 6 " W ~ 1 9 6 . 7 3 ' S5 8 ° 2 5 ' 2 4 " W 20 . 1 5 ' N8 5 ° 5 9 ' 3 8 " W 47 . 9 5 ' S0 0 ° 2 6 ' 1 0 " E 29 6 . 3 6 ' N8 9 ° 3 3 ' 5 0 " E 2 6 0 . 3 8 ' N 0 0 ° 2 6 ' 1 0 " W 2 7 9 . 6 1 ' R E A R B . L . F O R H A B I T A B L E S T R U C T U R E ( 6 0 ' ) V O L . 3 8 8 - 1 8 9 , P G . 7 , P . R . T . C . T . 60 . 0 ' CO N C R E T E AS P H A L T WA T E R & S E W E R E S M T . CI T Y O F S O U T H L A K E IN S T . # D 2 0 5 0 0 0 0 4 5 , O . P . R . T . C . T . EA V E CO V E R E D A R E A ST A T E O F T E X A S VO L . 4 2 4 8 , P G . 1 8 9 D. R . T . C . T .        60 ' 30 ' Sc a l e : 1 " = 3 0 ' 0 SITEVICINITY 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 JP H J o b / D r a w i n g N o . ( s e e b e l o w ) 20 1 8 . 2 0 0 . 0 2 6 L o t A , B l o c k A , B r i a r w o o d E s t a t e s & L o t 2 , K i m b a l l P a r k , S o u t h l a k e , Ta r r a n t C o . , T x - T O P O . d w g © 2 0 1 8 J P H L a n d S u r v e y i n g , I n c . - A l l R i g h t s R e s e r v e d 15 1 6 E . P a l m V a l l e y B o u l e v a r d , S u i t e A 4 R o u n d R o c k , T e x a s 7 8 6 6 4 Te l e p h o n e ( 8 1 7 ) 4 3 1 - 4 9 7 1 w w w . j p h l a n d s u r v e y i n g . c o m TB P L S F i r m # 1 0 0 1 9 5 0 0 # 1 0 1 9 4 0 7 3 # 1 0 1 9 3 8 6 7 DF W | A u s t i n | A b i l e n e Dr a f t e r : S G T Re v i s i o n : Re v i s i o n : Re v i s i o n : UP UP / U G UV OU WVTRLP WMCOUC IV • 35 6 . 7 ' MB or n a m e n t a l t r e e PE MW ai r c o n d i t i o n e r bo r e h o l e ca b l e t v el e c t r i c m e t e r fe n c e o r h a n d r a i l fi r e d e p t . c o n n e c t i o n fi r e h y d r a n t gu a r d r a i l gr e a s e t r a p bo l l a r d gr a t e i n l e t ga s m e t e r ga s l i n e ut i l i t y p o l e a n c h o r ir r i g a t i o n v a l v e la n d s c a p e o r t r e e l i n e la n d s c a p e e l e c t r i c b o x la n d s c a p e l i g h t li g h t p o l e ma i l b o x mo n i t o r i n g w e l l ov e r h e a d u t i l i t y l i n e s po o l e q u i p m e n t ro a d s i g n ro o f d r a i n si l t f e n c e sp o t e l e v a t i o n sa n i t a r y s e w e r m a n h o l e sa n i t a r y s e w e r p i p e st o r m w a t e r m a n h o l e st o r m w a t e r p i p e te l e p h o n e m a n h o l e ta n k f i l l l i d te l e p h o n e r i s e r tr a f f i c s i g n a l p o l e un k n o w n m a n h o l e ut i l i t y c l e a n o u t ut i l i t y c a b i n e t ut i l i t y v a u l t ut i l i t y m a r k i n g s ( l i n e c o l o r = c o l o r o f m a r k i n g s ) ut i l i t y p o l e ut i l i t y p o l e w i t h r i s e r ut i l i t y s i g n wa t e r s h u t o f f wa t e r v a l v e wa t e r m a n h o l e wa t e r m e t e r we l l wa t e r l i n e CA T V EM FD C FH GP GI GM GU Y on e - f o o t c o n t o u r l i n e s tr e e t r u n k ( n o t c a n o p y ) ca l i p e r i n c h e s a t b r e a s t he i g h t N O T E - S o m e i t e m s m a y n o t p e r t a i n t o t h i s s u r v e y . T h e i d e n t i f i c a t i o n i s s u b j e c t t o i n t e r p r e t a t i o n , v e r i f i c a t i o n m a y b e r e q u i r e d . LE G E N D O F S Y M B O L S TF L STSGA S WRD SS M H SD M H TM H UM H LE B LS L CL I C K FO R P I C SAB C D E F G H I J KLM 4 5 6 7 8123 AB C D E F G H I J K L M 4 5 6 7 8123SURVEYOR'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 t he southeast corner of Lot B, Block B, Briarwood Estates Phase I. Benchmark Elevation = 607.27' (NA VD'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'. FL O O D Z O N E C L A S S I F I C A T I O N Th i s p r o p e r t y l i e s w i t h i n Z O N E ( S ) X ( N O N - S H A D E D ) o f t h e F l o o d In s u r a n c e R a t e M a p f o r T a r r a n t C o u n t y , T e x a s a n d I n c o r p o r a t e d A r e a s , ma p n o . 4 8 4 3 9 C 0 1 0 5 K , d a t e d 2 0 0 9 / 0 9 / 2 5 , v i a s c a l e d m a p l o c a t i o n an d gr a p h i c p l o t t i n g a n d / o r t h e N a t i o n a l F l o o d H a z a r d L a y e r ( N F H L ) W e b Ma p S e r v i c e ( W M S ) a t h t t p : / / h a z a r d s . f e m a . g o v . LE G E N D O F A B B R E V I A T I O N S Un i t e d S t a t e s S u r v e y F e e t Te x a s C o o r d i n a t e S y s t e m o f 1 9 8 3 , N o r t h C e n t r a l Z o n e No r t h A m e r i c a n V e r t i c a l D a t u m o f 1 9 8 8 Pl a t R e c o r d s o f T a r r a n t C o u n t y , T e x a s Of f i c i a l P u b l i c R e c o r d s o f T a r r a n t C o u n t y , T e x a s De e d R e c o r d s o f T a r r a n t C o u n t y , T e x a s Vo l u m e / P a g e / I n s t r u m e n t N u m b e r Po i n t o f B e g i n n i n g / P o i n t o f C o m m e n c i n g Ea s e m e n t / B u i l d i n g L i n e Ac c e s s E a s e m e n t Em e r g e n c y A c c e s s E a s e m e n t Dr a i n a g e E a s e m e n t Wa t e r E a s e m e n t Ut i l i t y E a s e m e n t El e c t r i c a l E a s e m e n t Co m m o n A c c e s s E a s e m e n t Si g n a g e E a s e m e n t Re i n f o r c e d C o n c r e t e P i p e / C o r r u g a t e d P l a s t i c P i p e US . S y F t . Tx C S , ' 8 3 , N C Z NA V D ' 8 8 P. R . T . C . T . O. P . R . T . C . T . D. R . T . C . T . VO L / P G / I N S T # PO B / P O C ES M T / B L AE EA DE WE UE EE CA E o r C A SE RC P / C P P UT I L I T Y W A R N I N G 81 1 o r o t h e r s i m i l a r u t i l i t y l o c a t e r e q u e s t s ( D I G - T E S S ) m a y b e i g n o r e d or r e s u l t i n a n i n c o m p l e t e r e s p o n s e , i n w h i c h c a s e u t i l i t i e s m a y n o t h a v e be e n m a r k e d , o r n o t c o m p l e t e l y m a r k e d , a t t h e t i m e t h e f i e l d w o r k w a s pe r f o r m e d f o r t h i s s u r v e y . T h e r e f o r e , o t h e r u t i l i t i e s m a y e x i s t w h i c h a r e no t s h o w n o n t h i s s u r v e y . W i t h r e g a r d t o T a b l e A , i t e m 1 1 * ( i f ad d r e s s e d ) , s o u r c e i n f o r m a t i o n f r o m p l a n s a n d m a r k i n g s h a v e b e e n co m b i n e d w i t h o b s e r v e d e v i d e n c e o f u t i l i t i e s p u r s u a n t t o S e c t i o n 5 . E . i v . to d e v e l o p a v i e w o f t h e u n d e r g r o u n d u t i l i t i e s . H o w e v e r , l a c k i n g ex c a v a t i o n , t h e e x a c t l o c a t i o n o f u n d e r g r o u n d f e a t u r e s c a n n o t b e ac c u r a t e l y , c o m p l e t e l y , a n d r e l i a b l y d e p i c t e d . W h e r e a d d i t i o n a l o r m o r e de t a i l e d i n f o r m a t i o n i s r e q u i r e d , e x c a v a t i o n a n d / o r a p r i v a t e u ti l i t y l o c a t e re q u e s t m a y b e n e c e s s a r y . MO N U M E N T S / D A T U M S / B E A R I N G B A S I S Mo n u m e n t s a r e f o u n d i f n o t m a r k e d M N S o r C R S . 1/ 2 " r e b a r s t a m p e d " J P H L a n d S u r v e y i n g " s e t Ma g n a i l & w a s h e r s t a m p e d " J P H L a n d S u r v e y i n g " s e t Si t e b e n c h m a r k ( s e e v i c i n i t y m a p f o r g e n e r a l l o c a t i o n ) Ve r t e x o r c o m m o n p o i n t ( n o t a m o n u m e n t ) El e v a t i o n s , i f s h o w n , a r e N A V D ' 8 8 Be a r i n g s a r e b a s e d o n g r i d n o r t h ( T x C S , ' 8 3 , N C Z ) Tx D O T R i g h t o f W a y t a p e r e d c o n c r e t e m o n u m e n t . Tx D O T R i g h t o f W a y b r o n z e c a p i n c o n c r e t e . Tx D O T R i g h t o f W a y a l u m i n u m c a p . CR S MN S TB M TY P E I TY P E I I TY P E I I I PROPERTY DESCRIPTION:Being all of Lot A, Block A, Briarwood Estates Phase I an addit ion to the City of Southlake, Tarrant County,Texas as recorded in Volume 388-139, Page 7, Plat Records of Ta rrant 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. D1971818 51), 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 SO U T H L A K E S E W E R I N F R A S T R U C T U R E M A P NO T T O S C A L E SI T E SI T E SO U T H L A K E W A T E R I N F R A S T R U C T U R E M A P NO T T O S C A L E TBMJewel Chadd Registered Professional Land Surveyor No. 5754 jewel@jphls.com September 19, 2018sionalo. 57 54 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 18 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 0. 1 BIG BEND 1141709 SLLONKKAO ETAGKOORB EVOCTNERB S K A O N I T S U A Dove BL Y T H E AS H M O R E WILDWOOD LAKE WOOD BR E N T W O O D SOUTHLAKE RAINBOW CA R L I S L E C A R R O L L CA R R O L L 2.1 HIGHLAND MANCHESTER DO V ETUMBLEWEED KI M B A L L BR A I R W O O D CH E R R Y SH A D Y ROLLING GREENBOUGH RAINTREE RAINF O R E S T MESA VERD E CIM M A R O N PALO D U R O PECOS SUNDOWN PA R K EVERGLADE BR O O K S I D E KI M B A L L KI M B A L L EA S T W O O D WE S T W O O D AU S T I N CH A P A R R A L SIERA Bra n c h McPhe r s o n Jo n e s REDWOOD SOUTHL A K E CRO O K E D DovePark BLVD CO M M E R C E BA N K IN D U S T R I A L BRANCHWOOD SANDELL IDLEWOOD WI N D I N G C R E E K WO O D B R I A R WINDING CREEK STEPPLEWOOD CRIPPLE CREE K 26 1709 114 TXDOT TYP II TXDOT TYP II TXDOT TYP III 1/2" REBAR CRS MNS MNS MNS MNS MNS MNS CRS CRSCRS CRS MESCO ADDITIONLOT 7R, BLOCK 1INST.# D211037987O.P.R.T.C.T. LOT 1KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. LOT 1, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. LO T A , B L O C K B BR I A R W O O D E S T A T E S , P H A S E I VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T . CH E R R Y L A N E VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T 60 ' R . O . W . UV WM WM TBM MNS 607.27' DNF UV FH STOP UV 114 GUYUPUP RIM=598.6' UP UP SPEED LIMIT 45 UV UV UC UC UP/UG GI TOP=604.4' OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU "KIMBALL PARK"MONUMENT SIGNWOOD SIGN FH 1/2" REBAR 83.3' ACCESS DENIED 60.9' ACCESS GRANTED WE DESTATE OF TEXASINST.# D198008711O.P.R.T.C.T.(DOTTED) TEXAS UTILITIES ELECTRIC COMPANYOVERHEAD/UNDERGROUND ESMT.INST.# D198196832, O.P.R.T.C.T. REMAINDER OFLOT A, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. BRUCE W. FUSSELMAN AND WIFE,MICHELLE H. FUSSELMANVOL. 12465, PG. 1233D.R.T.C.T. 1.750 ACRES76,234 SQUARE FEET MDP SOUTHLAKE, LLCINST# D213121114, O.P.R.T.C.T. 1.551 ACRES67,569 SQUARE FEET NO BUILDINGS OBSERVED LOT 2KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. CAEINST.# D216064993, O.P.R.T.C.T WATER & SEWER ESMT. CITY OF SOUTHLAKEINST.# D205000041, O.P.R.T.C.T. 15'X25' SEINST.#D216064993 O.P.R.T.C.T. CAEINST.# D214113070 O.P.R.T.C.T. CAEINST.# D211037987 O.P.R.T.C.T. 15' UECITY OF SOUTHLAKEINST.# D194198951, O.P.R.T.C.T. 20' WATER/SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000042, O.P.R.T.C.T. 5' UECABINET A, SLIDE 3620P.R.T.C.T. 50' D R A I N A G E CITY O F S O U T H L A K E INST . # D 1 9 7 0 9 0 1 0 8 O.P.R . T . C . T . DE INST.# D 2 1 6 0 6 4 9 9 3 O.P.R.T . C . T EA, C A , D E , & U E INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE & DE INST.# D216064993 O.P.R.T.C.T DESTATE OF TEXASINST.# D199079529O.P.R.T.C.T. STATE OF TEXASVOL.13965, PG. 182D.R.T.C.T. E A , C A , D E , & U E I N S T . # D 2 1 6 0 6 4 9 9 3 O . P . R . T . C . T 50' B.L.INST.# D216064993, O.P.R.T.C.T STATE OF TEXASINST.# D197181851O.P.R.T.C.T. STATE OF TEXASINST.# D197181847O.P.R.T.C.T. 15 ' U E VO L U M E 3 8 8 - 1 3 9 , P A G E 7 P. R . T . C . T . 15' UEVOLUME 388-139, PAGE 7P.R.T.C.T. GROSS LAND AREA3.301 ACRES143,804 SQUARE FEET FIRE LANE STRIPING DE INST.# D216064993 O.P.R.T.C.T 50 ' B . L . VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . FI R E L A N E ST R I P I N G FI R E L A N E ST R I P I N G FIRE L A N E STR I P I N G E. STATE HIGHWAY NO. 114(220' ROW PER STATE HIGHWA Y D E P A R T M E N T R I G H T O F W A Y M A P D A T E D A P R I L 1 0 , 1 9 8 5 ) STATE OF TEXAS4229, PG. 663, D.R.T.C.T. STATE OF TEXASINST.# D198008710,O.P.R.T.C.T. RE A R B . L . F O R H A B I T A B L E S T R U C T U R E ( 6 0 ' ) VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . 60.0' UV TR WATER & SEWER ESMT. CITY OF SOUTHLAKEINST.# D205000045, O.P.R.T.C.T. STATE OF TEXASVOL.4248, PG. 189D.R.T.C.T. 60.0'200.4' 1 5 7 . 1 ' MIXED USE 4 STORY FFE = 602.50 BLDG = 19,130 SF MIXED USE 3 STORY FFE = 604.00 BLDG = 7,966 SF PARKINGGARAGE 3 STORY UPPER FFE = 613.00 LOWER FFE = 602.50 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E PROPOSED SIDEWALK PAVEMENT 24'X55' LOADING ZONE RETAINING WALLRETAINING WALL PROPOSED SIDEWALK PAVEMENT 10 7 4 4 4 30 25 7 6 5 5 6 5 TRASH COMPACTOR PROPOSED 5' SIDEWALK PAVEMENT PROPOSED 8' SIDEWALK PAVEMENT RETAINING WALL RETAINING WALL 24' FIRE LANE EAS'MT 51' STACKING DEPTH SP-1 ZONE RETAIL COMMERCIAL LAND USECURRENT OWNER: RICHARD A. MAYSE 900 E. SOUTHLAKE BLVD., SUITE 300SOUTHLAKE, TX 76092-6376 SP2 ZONE MIXED USE LAND USECURRENT OWNER: MDP SOUTHLAKE, LLC2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092 SP2 ZONEMIXED USE LAND USE CURRENT OWNER:FC SOUTHLAKE, LLC P.O. BOX 131678DALLAS, TX 75313 O-1 ZONEMIXED USE LAND USE CURRENT OWNER:AOS INVESTMENTS GROUP, INC. 469 CHERRY LANESOUTHLAKE, TX 76092-5409 C-2 ZONEOFFICE COMMERCIAL LAND USE CURRENT OWNER:PAUL & DORIS CARDARELLI P.O. BOX 802ALEDO, TX 76008-0802 54' STACKING DEPTH 79' 66' 128' 60' 50' BUILDING SETBACK 20' BUILDING SETBACK 20' BUILDING SETBACK 10' BUILDING SETBACK AND TYPE B - 10' BUFFERYARD 10' BUILDING SETBACK AND TYPE B - 10' BUIFFERYARD R30' R30' TYPE A - 5' BUFFERYARD WALKUP PLAZA AREA RISER ROOM RISER ROOM 8' SOLID MASONRY SCREEN WALL (MATCH PRINCIPAL BUILDING MASONRY SOLID METAL GATE TYPE C - 10' BUFFERYARD TYPE E - 10' BUFFERYARD 6 3 32 12' B-B(TYP) R30' R30' 87' R30' R15' R15' R30' 71' STACKING DEPTH 32' STACKING DEPTH R30'R30' 383 ' 22'9' 106' 65' 125' 47' 25' 11'18' 6' 5'3' 46' 86' 28' 65' 94'7'30' 4' 35' 62' 5' 35' 94' 9'20' 8' 14' 127' 72' 90' 8' 92' 96' 44' LEGEND C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2018, Adams DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 2 0 1 8 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 DECEMBER 2018 DI S T R I C T 1 1 4 A T K I M B A L L P A R K SO U T H L A K E , T E X A 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 12/27/18 THIS DOCUMENT IS NOT TO BE USED FORCONSTRUCTION PURPOSES TBPE Registration #: F-1002 SI T E P L A N S3.0 GRA FI L E N A M E : S 3 . 0 S I T E P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 PL O T T E D A T : 1 : 4 6 : 2 0 P M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 3 . 0 S I T E P L A N 2018.195 DWL MP 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 SCALE: 1" = 1/2 MILE SITE MAP PRELIMINARY FOR REVIEW PURPOSES ONLY PROPOSED FACE AND BACK OF CURB PROPOSED VEHICULAR PAVEMENT PROPOSED SIDEWALK OPEN SPACE PROPOSED RETAINING WALL PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE PROPOSED CURB INLET PARKING COUNT ACCESSIBLE ROUTE PERMISSIBLE BUILDING AREA BACK OF CURB TO BACK OF CURB BUILDING SETBACK LINE BUFFERYARD LINE LOADING ZONE WALKUP PLAZA FH S S 1 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. GRAPHIC SCALE FEET06030 1"=30' PEDESTRIAN ACCESS ROUTE SHOWN AS PROPOSED SIDEWALK PAVEMENT THIS SHEET. PEDESTRIAN ACCESS B TO B LANDSCAPE REQUIREMENT FOR THE CITY OF SOUTHLAKE CASE NO: ZA18-0057 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 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 PROJECT LOCATION 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 NOTE: S-P-2 REGULATION TO ALLOW PARKING IN THE BUFFERYARD 30 - F O O T S E T B A C K CA B I N E T A , S L I D E 3 2 3 2 , P . R . T . C . T . A C C E S S E A S E M E N T A N D E R S O N I N D U S T R I E S , I N C . V O L U M E 1 2 6 2 3 , P A G E 1 6 9 6 , D . R . T . C . T . 83.3' ACCESS DENIED60.9' ACCESS GRANTED     2 4 ' F I R E L A N E & A C C E S S E S M T 10 ' B U F F E R Y A R D T Y P E C 10 ' x 5 0 ' LO A D I N G Z O N E 24' F I R E L A N E & ACC E S S E S M T 2 6 ' F I R E L A N E & A C C E S S E S M T 5' BUFFERYA R D T Y P E A 10 ' B U F F E R Y A R D T Y P E B 10 ' B U F F E R Y A R D T Y P E B N. K I M B A L L A V E N U E CO N C R E T E S U R F A C E W I T H M E D I A N S WI D T H V A R I E S (M I X O F D E D I C A T E D A N D P R E S C R I P T I V E R I G H T S O F W A Y ) HIGHWAY NO. 114 CONCRETE SURFACE WITH FRONTAGE ROADS WIDTH VARIES 26 ' F I R E L A N E & A C C E S S E S M T 24 ' F I R E L A N E & A C C E S S E S M T 5' B U F F E R Y A R D T Y P E A 5 ' B U F F E R Y A R D T Y P E A T CO F F E E S H O P RE S T A U R A N T 4, 5 0 0 S F LO T 5 1. 2 7 A C R E S LO T 4 0. 9 0 A C R E S LO T 6 3. 0 9 A C R E S F I R E L A N E FI R E L A N E FI R E L A N E FIRELANE F I R E L A N E F I R E L A N E F I R E L A N E F I R E L A N E FIRELANE RE S T A U R A N T 5, 2 0 0 S F RE T A I L 4, 0 2 2 S F LO T 1 3. 5 9 A C R E S LO T 3 5. 1 3 A C R E S PO O L U P U P 7 99 7 14 6 7 8 12 8 16 16 18 26 23 1818 6 15 4 3 6 4 4 4 7 13 8 23 23 8 17 4 17 20 3 16 9 7 9 7 5 157'± TO N. KIMBALL. AVE.224'± TO SH 114 61 7 ' ± T O E X I S T I N G D R I V E 442'± TO CHERRY LN.343'± TO CHICKEN EXPRESS 16'10'24' 2 4 ' 1 8 ' 2 6 ' 36 4 . 3 1 ' 23 2 . 5 7 ' 1 0 . 4 6 ' 18 ' 18 ' 24 ' 18 ' 18 ' 24 ' 18 ' 18 ' 26 ' 18 ' 1 8 ' 1 8 ' 2 4 ' 1 8 ' 2 4 ' 1 8 ' 1 8 ' 1 2 . 9 ' 24 ' 18 ' 2 6 ' 1 8 ' 2 0 3 . 7 5 ' 47.02' 2 6 ' 70 . 6 7 ' 25 9 ' 1 1 4 VE G E T A T I V E 8 ' S C R E E N E X I S T I N G M A S O N R Y W A L L EX I S T I N G C H A I N L I N K F E N C E A N D V E G E T A T I V E S C R E E N 9' 1 8 ' 9' R30 ' R5 2 ' R3 0 ' 2 6 ' 1 8 ' 9' 20 7 ' 13 ' 14 4 ' 1 2 4 ' 9 1 ' R1 0 ' R 1 0 ' 18 ' 9 ' 9 ' 9 ' 9 ' 1 8 ' 2 4 ' 1 8 ' 10 8 ' 13 ' 13 5 ' 13' R 1 0 ' 1 8 ' 2 4 ' 14 4 ' 9' 9' 9' 9' 1 8 ' 2 4 ' 1 8 ' 1 8 ' 2 4 ' 1 8 ' 9' 9' R10 ' 9' 2 3 4 ' 1 8 ' 2 4 ' 2 0 ' 26 ' 2 4 ' 1 8 ' 2 4 ' 2 0 . 5 ' 1 3 ' 2 4 ' R30' R30 ' 0 . 5 ' R 1 0 ' 8 0 . 0 2 ' 10 0 . 5 2 ' 7 8 . 5 4 ' 11 5 . 0 6 ' 2 5 5 . 0 4 ' 7. 8 3 ' 3 R 3 0 ' 3 4 . 3 1 ' R3 0 ' R 3 0 ' R 3 0 ' R3 0 ' R10 ' R5 ' R 3 ' R10 ' R 5 ' R 1 0 ' 6 3 ' 2 4 ' 1 3 4 ' 9 ' 9 ' 9 ' 5 ' 18 ' 24 ' 20 ' 0. 5 ' 18 ' 24 ' 18 ' 18 ' 24 ' 18 ' 0. 5 ' 7' 2 3 . 5 7 ' 3 6 ' 3 4 ' 1 5 . 5 6 ' R30 ' 1 4 ' R8' R 1 0 ' R5' R 5 ' 54 ' 13 . 5 ' 24 ' 54 ' 1 8 0 ' 18' 18' R 1 0 ' R1 0 ' 10 ' x 2 5 ' L O A D I N G ZO N E 1 4 ' R3 ' R2' R5' R3' R 3 ' 13 ' 2 6 ' F I R E L A N E & A C C E S S E S M T R 5 ' R3' R5' R5 ' R 5 ' R 5 ' 18 ' E X I S T I N G P A V E M E N T R3 0 ' P R O P O S E D P A V E M E N T R 3 ' 18 ' 24 ' 18 ' 18 ' 24 ' 18 ' 1 8 ' 2 7 ' 18'24'18'10.2'24'18' 2 4 ' 24 ' 24 ' 10 ' x 5 0 ' LO A D I N G ZO N E 50' BLDG LINE 20 ' B L D G L I N E 1 0 ' B L D G L I N E 20 ' B L D G L I N E 1 0 ' B L D G L I N E 24' 1 0 ' B U F F E R Y A R D T Y P E B 5 ' BU F F E R Y A R D T Y P E A S 8 9 ° 4 1 ' 2 0 " W 2 9 5 . 5 6 ' N0 0 ° 1 8 ' 4 0 " W 50 4 . 4 1 ' S 5 7 ° 0 2 ' 4 0 " E 4 6 . 6 6 ' N 8 9 ° 4 1 ' 2 0 " E 2 5 3 . 9 0 ' N 8 9 ° 4 1 ' 2 0 " E 7 4 . 8 8 ' S 7 6 ° 0 3 ' 0 0 " E 1 4 6 . 9 9 ' D = 1 0 ° 4 1 ' 3 5 " R = 2 5 0 . 0 0 ' L = 4 6 . 6 6 ' T = 2 3 . 4 0 ' D=2°00'2 1 "R=5619.58'L=1 96.74'T=98.38'S58° 25' 20"W 20.15'N85° 59' 40"W 47.95'N85° 59' 40"W 125.01'N85° 59' 40"W 20.00'S03° 58' 30"W 59.16'D =5 5 °5 7 '5 8 "R =1 0 0 .0 0 'L =9 7 .6 8 'T =5 3 .1 3 ' S59° 5 6 ' 3 0 " W 103.2 1 ' D=20°0 5 '2 5 " R=5 0 .0 0 ' L =1 7 .5 3 ' T =8 .8 6 ' S80° 01' 50"W 106.45' D =5 8 °2 1 '4 0 " R =1 0 0 .0 0 ' L =1 0 1 .8 6 ' T =5 5 .8 4 ' S2 1 ° 4 0 ' 1 0 " W 28 1 . 8 6 ' S 8 9 ° 5 9 ' 2 0 " W 1 1 3 . 9 4 ' D =1 ° 4 7 ' 5 9 " R =1 4 4 2 .0 0 ' L = 4 5 .3 0 ' T = 2 2 .6 5 ' D = 2 ° 4 3 ' 4 8 " R =1 3 5 8 .0 0 ' L = 6 4 .7 1 ' T = 3 2 .3 6 ' S0 0 ° 0 1 ' 0 0 " E 20 6 . 3 6 ' N83° 56' 10"E 152.74' S0 1 ° 3 1 ' 0 0 " W 51 1 . 4 1 ' S 8 9 ° 4 9 ' 3 0 " E 5 5 . 6 1 ' S 8 8 ° 5 0 ' 1 0 " E 3 1 1 . 9 0 ' N2 6 ° 4 4 ' 1 0 " E 44 0 . 4 4 ' N0 4 ° 2 8 ' 1 0 " E 58 . 5 8 ' N0 4 ° 2 8 ' 1 0 " E 44 . 3 3 ' N0 0 ° 2 6 ' 1 0 " W 48 5 . 8 3 ' N0 0 ° 2 6 ' 1 0 " W 67 . 9 5 ' N 8 9 ° 3 3 ' 5 0 " E 2 6 0 . 3 8 ' N0 0 ° 2 6 ' 1 0 " W 27 9 . 6 1 ' S0 0 ° 2 6 ' 1 0 " E 29 6 . 3 6 ' 24 ' x 5 5 ' LO A D I N G ZO N E 1 0 ' B U F F E R Y A R D T Y P E B 10 ' B U F F E R Y A R D T Y P E C10' BUFFERYARD TYPE EUPUP520171791926' FIRELANE & ACCESS ESMT9'9'9'9'18'24'18'18'24'18'LEGENDGRAPHIC SCALE FEET 0 120 60 1" = 60'PROPOSED SIDEWALK PAVEMENT PROPOSED LOT 3 LANDSCAPE AREA PROPOSED BUFFER YARD PROPERTY LINE BUILDING SETBACK LINE BUFFERYARD LINE ENGINEER/CONSULTANT:ADAMS ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD. SUITE 150 DALLAS, TEXAS 75019 CONTACT: G. ROBERT ADAMS, P.E.PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@adams-engineering.comOWNER/APPLICANT:MDP SOUTHLAKE, LLC JEFFREY MEDICI 2106 E. STATE HWY 114, SUITE 103 SOUTHLAKE, TX 76092OPEN SPACES TO INCLUDE DETENTION, WILL BE MAINTAINED BY PROPERTY OWNER ASSOCIATION GREASE TRAP TRASH DUMPSTERS WITH A MINIMUM 8 FOOT TALL MASONRY SCREEN WALL MATCHING THE PRINCIPAL BUILDING WITH SOLID METAL ACCESS GATE FRONT YARD INDICATOR REFERENCE S3.2 FOR CONCEPT PLAN DATA CALCULATIONS REFERENCE FINAL PLAT PREPARED BY JPH LAND SURVEYING, INC.NOTESKIMBALLBRAIR WOOD CHERRYSHADYROLLINGGREENBOUGH AUSTIN JonesSOUTHLAKE BLVDAUSTIN OAKS LOCATION MAP SCALE: 1" = 2000'TBPE Registration #: F-10028951 Cypress Waters Blvd, Ste 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 CREVISIONSDATE BY This drawing was prepared by Adams Consulting Engineers, Inc.(Adams) as an instrument of service, and shall remain the property of Adams. The information hereon shall be used only by the client to whom the services are rendered and only for the purpose of constructing or installing the work as shown at the designated location and site. Any other use, including (without limitation) any reproduction or alteration, is strictly prohibited,and the user shall hold harmless and indemnify Adams from all liabilities which may arise from such unauthorized use.C PROJECT MGR.SHEET NO.JOB NO.CHECKED BYPROJECT TECH.Copyright 2018, Adams Engineering Copyright 2018, Adams Engineering F I L E N A M E : S 3 . 1 C O N C E P T P L A N . d w g P L O T T E D B Y : M i k e P e t e r s o n P L O T D A T E : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 P L O T T I M E : 1 0 : 3 0 : 5 5 A M P L O T T E R : D W F x E P l o t ( X P S C o m p a t i b l e ) . p c 3 F U L L P A T H : I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n \ S 3 . 1 C O N C E P T P L A N DISTRICT 114 AT KIMBALL PARK G. ROBERT ADAMS, P.E.THIS DOCUMENT IS NOCONCEPT PLAN F U L L P A T H : I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n \ S 3 . 1 C O N C E P T P L A N P L O T T E R : D W G T o P D F . p c 3 P L O T T I M E : 1 0 : 3 0 : 5 5 A M P L O T D A T E : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 P L O T T E D B Y : M i k e P e t e r s o n F I L E N A M E : S 3 . 1 C O N C E P T P L A N . d w g S3.1MP2018.195GRALOCATED IN THE CITY OF SOUTHLAKE TEXAS AND BEING OUT OF THE THOMAS MAHAN SURVEY, ABSTRACT NO. 1049,TARRANT COUNTY, TEXAS THESE PLANS ARE SUBJECT TO REVIEW &APPROVAL BY JURISDICTIONAL ENTITIES.SH 114 SH 114SH 114 FM 1709 KIMBALL PARKING GARAGE 1ST FLOOR PARKING LAYOUT SCALE: 1"=6 0' ex . s i d e w a l k N. KIMBALL AVENUE CONCRETE SURFACE WITH MEDIANS WIDTH VARIES (MIX OF DEDICATED AND PRESCRIPTIVE RIGHTS OF WAY) HI G H W A Y N O . 1 1 4 CO N C R E T E S U R F A C E W I T H F R O N T A G E R O A D S WID T H V A R I E S COFFEE SHOP RESTAURANT 4,500 SF LOT 5 1.27 ACRES LOT 4 0.90 ACRES LOT 6 3.09 ACRES RESTAURANT 5,200 SF RETAIL 4,022 SF LOT 1 3.59 ACRES LOT 3 5.13 ACRES UP UP 2-STORY PARKING STRUCTURE FF = 599.70 4 STORY OFFICE BUILDING PERIMETER FF = 598.70 +/- (AS NOTED) MI X E D U S E 4 S T O R Y FF E = 6 0 2 . 5 0 BL D G = 1 9 , 1 3 0 S F MI X E D U S E 3 S T O R Y FF E = 6 0 4 . 0 0 BL D G = 7 , 9 6 6 S F PA R K I N G GA R A G E 3 S T O R Y UP P E R F F E = 6 1 3 . 0 0 LO W E R F F E = 6 0 2 . 5 0 50 ' B L D G L I N E 20' BLDG LINE 10 ' B L D G L I N E 20 ' B L D G L I N E 10 ' B L D G L I N E LOCATED IN THE CITY OF SOUTHLAKE TEXAS AND BEING OUT OF THE THOMAS MAHAN SURVEY, ABSTRACT NO. 1049, TARRANT COUNTY, TEXAS THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. KEY MAP 1" = 200'CO N C E P T P L A N D A T A FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n \ S 3 . 1 C O N C E P T P L A N PL O T T E R : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 PL O T T I M E : 1 0 : 3 1 : 0 7 A M PL O T D A T E : F r i d a y , D e c e m b e r 2 8 , 2 0 1 8 PL O T T E D B Y : M i k e P e t e r s o n FI L E N A M E : S 3 . 1 C O N C E P T P L A N . d w g S3.2 MP 2018.195 GRA TBPE Registration #: F-1002 CASE NO: ZA18-0057 89 5 1 C y p r e s s W a t e r s B l v d , S t e 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 C RE V I S I O N S DA T E B Y Th i s d r a w i n g w a s p r e p a r e d b y Ad a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e pr o p e r t y o f A d a m s . T h e in f o r m a t i o n h e r e o n s h a l l b e u s e d on l y b y t h e c l i e n t t o w h o m t h e se r v i c e s a r e r e n d e r e d a n d o n l y f o r th e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e de s i g n a t e d l o c a t i o n a n d s i t e . A n y ot h e r u s e , i n c l u d i n g ( w i t h o u t li m i t a t i o n ) a n y r e p r o d u c t i o n o r al t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s an d i n d e m n i f y A d a m s f r o m a l l li a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . C PROJECT MGR. SHEET NO. JOB NO. CHECKED BY PROJECT TECH. Co p y r i g h t 2 0 1 8 , A d a m s E n g i n e e r i n g Copyright 2018, Adams Engineering FI L E N A M E : S 3 . 1 C O N C E P T P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T D A T E : F r i d a y , D e c e m b e r 2 8 , 2 0 1 8 PL O T T I M E : 1 0 : 3 1 : 0 7 A M PL O T T E R : D W F x E P l o t ( X P S C o m p a t i b l e ) . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n I : \ P r o j e c t s \ 2 0 1 2 \ 2 0 1 2 . 1 5 6 T u r n 4 S o u t h l a k e - S o u t h l a k e , T X \ 0 5 _ O f f i c e B u i l d i n g \ D r a w i n g s - S i t e P l a n \ 0 4 - S i t e P l a n \ S 3 . 1 C O N C E P T P L A N DI S T R I C T 1 1 4 AT K I M B A L L P A R K 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 12/28/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES MESCO ADDITIONLOT 7R, BLOCK 1INST.# D211037987O.P.R.T.C.T. LOT 1KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. LOT 1, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. LO T A , B L O C K B BR I A R W O O D E S T A T E S , P H A S E I VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T . CH E R R Y L A N E VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T 60 ' R . O . W . UV WM WM TBM MNS 607.27' DNF UV STOP UV 114 RIM=598.6' SPEED LIMIT 45 UV UV UC UC GI TOP=604.4' FL 24" RCP=601.9' FL 10" STEEL=602.7' "KIMBALL PARK"MONUMENT SIGNWOOD SIGN CONCRETE DRAINAGE STRUCTURE RIP-RAP 0 10 O/S BK 24002 615.50' 0 10 O/S BK 24003 615.15' 83.3' ACCESS DENIED 60.9' ACCESS GRANTED WE DESTATE OF TEXASINST.# D198008711O.P.R.T.C.T.(DOTTED) TEXAS UTILITIES ELECTRIC COMPANYOVERHEAD/UNDERGROUND ESMT.INST.# D198196832, O.P.R.T.C.T. REMAINDER OFLOT A, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. BRUCE W. FUSSELMAN AND WIFE,MICHELLE H. FUSSELMANVOL. 12465, PG. 1233D.R.T.C.T. 1.750 ACRES76,234 SQUARE FEET MDP SOUTHLAKE, LLCINST# D213121114, O.P.R.T.C.T. 1.551 ACRES67,569 SQUARE FEET NO BUILDINGS OBSERVED LOT 2KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. CAEINST.# D216064993, O.P.R.T.C.T WATER & SEWER ESMT. CITY OF SOUTHLAKEINST.# D205000041, O.P.R.T.C.T. 15'X25' SEINST.#D216064993 O.P.R.T.C.T. CAEINST.# D214113070 O.P.R.T.C.T. CAEINST.# D211037987 O.P.R.T.C.T. 15' UECITY OF SOUTHLAKEINST.# D194198951, O.P.R.T.C.T. 20' WATER/SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000042, O.P.R.T.C.T. 5' UECABINET A, SLIDE 3620P.R.T.C.T. 50' D R A I N A G E CITY O F S O U T H L A K E INST . # D 1 9 7 0 9 0 1 0 8 O.P.R . T . C . T . DE INST.# D 2 1 6 0 6 4 9 9 3 O.P.R.T . C . T EA, C A , D E , & U E INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE & DE INST.# D216064993 O.P.R.T.C.T DESTATE OF TEXASINST.# D199079529O.P.R.T.C.T. STATE OF TEXASVOL.13965, PG. 182D.R.T.C.T. E A , C A , D E , & U E I N S T . # D 2 1 6 0 6 4 9 9 3 O . P . R . T . C . T 50' B.L.INST.# D216064993, O.P.R.T.C.T STATE OF TEXASINST.# D197181851O.P.R.T.C.T. STATE OF TEXASINST.# D197181847O.P.R.T.C.T. 15 ' U E VO L U M E 3 8 8 - 1 3 9 , P A G E 7 P. R . T . C . T . 15' UEVOLUME 388-139, PAGE 7P.R.T.C.T. GROSS LAND AREA3.301 ACRES143,804 SQUARE FEET FIRE LANE STRIPING DE INST.# D216064993 O.P.R.T.C.T 50 ' B . L . VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . FI R E L A N E ST R I P I N G FI R E L A N E ST R I P I N G FIRE L A N E STR I P I N G E. STATE HIGHWAY NO. 114(220' ROW PER STATE HIGHWA Y D E P A R T M E N T R I G H T O F W A Y M A P D A T E D A P R I L 1 0 , 1 9 8 5 ) STATE OF TEXAS4229, PG. 663, D.R.T.C.T. STATE OF TEXASINST.# D198008710,O.P.R.T.C.T. RE A R B . L . F O R H A B I T A B L E S T R U C T U R E ( 6 0 ' ) VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . 60.0' UV TR WATER & SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000045, O.P.R.T.C.T. STATE OF TEXASVOL.4248, PG. 189D.R.T.C.T. 606 60 5 6 0 7 6 0 8 6 0 9 6 1 0 61 2 61 1 60 4 6 0 3 60 2 60 1 60 0 59 9 59 9 600 59 8 597 596596597598 600599 595 601 606 605 6 0 4 603 602 601 60 0 5 9 9 599 602 60 0 601 603 6 0 4 605 598 59 8 59 7 597 6 0 0 601 601 60 6 605 6 0 7 60 8 60 9 60.0'200.4' 1 5 7 . 1 ' MIXED USE 4 STORY FFE = 602.50 BLDG = 19,130 SF MIXED USE 3 STORY FFE = 604.00 BLDG = 7,966 SF PARKINGGARAGE 3 STORY UPPER FFE = 613.00 LOWER FFE = 602.50 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E 60 3 60 4 PROPOSED INLET PROPOSED INLET PROPOSED INLETPROPOSED INLET PROPOSED INLET PROPOSED TRENCH DRAIN PROPOSED INLET PROPOSED INLET RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL PROPOSED ROOF DRAIN INLET PROPOSED ROOFDRAIN INLET PROPOSED ROOF DRAIN INLET PROPOSED CURB INLET 601 599 600 600 602 6 0 1 600 601 601 6 0 1 6 0 1 60 2 601 60060 1 6 0 2 6 0 2 60 360 4 60 5 6 0 6 6 0 7 605 604 603 606 602 600601 6 0 2 599 601 6 0 0 608 60 7 60 6 60 9 60 8 60 7 60 6 60 5 60 4 60 3 60 7 60 9 6 1 1 6 1 2 61 0 60 8 606 607 611 610 604 603 602 605 605 602 C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2018, Adams DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 2 0 1 8 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 DECEMBER 2018 DI S T R I C T 1 1 4 A T K I M B A L L P A R K SO U T H L A K E , T E X A 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 12/27/18 THIS DOCUMENT IS NOT TO BE USED FORCONSTRUCTION PURPOSES TBPE Registration #: F-1002 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below.before you dig.Call R PR E L I M I N A R Y GR A D I N G A N D D R A I N A G E P L A N S4.0 GRA FI L E N A M E : S 4 . 0 P R E L I M I N A R Y G R A D I N G A N D D R A I N A G E P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 PL O T T E D A T : 9 : 5 5 : 0 0 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 4 . 0 P R E L I M I N A R Y G R A D I N G A N D D R A I N A G E P L A N 2018.195 DWL MP LEGEND FG=100.50 100 100 PROPOSED CONTOUR EXISTING CONTOUR FLOWLINE GRADE BREAK ACCESSIBLE ROUTE SPOT GRADE PROPOSED RETAINING WALL PROPOSED FLOW ARROW 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 PRELIMINARY FOR REVIEW PURPOSES ONLY CASE NO: ZA18-0057 GRAPHIC SCALE FEET06030 1"=30' 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 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 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 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 NOTE: ALL STORM DRAIN WILL BE PRIVATE T3298 20.5" POST_OAK T3299 28" POST_OAKT3300 29" POST_OAK TXDOT TYP II TXDOT TYP II TXDOT TYP III 1/2" REBAR CRS MNS MNS MNS MNS MNS MNS CRS CRSCRS CRS MESCO ADDITIONLOT 7R, BLOCK 1INST.# D211037987O.P.R.T.C.T. LOT 1KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. LOT 1, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. LO T A , B L O C K B BR I A R W O O D E S T A T E S , P H A S E I VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T . CH E R R Y L A N E VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T 60 ' R . O . W . UV IVIVWM WM TBM MNS 607.27' CHECK SHOT CHECK SHOT CHECK SHOT CHECK SHOT CHECK SHOT CHECK SHOT DNF UV FH STOP UV 114 GUYUPUP RIM=598.6' WV WVWV WVWV UP UP SPEED LIMIT 45 UV UV UC UC UP/UG GI TOP=604.4' FL 24" RCP=601.9' FL 10" STEEL=602.7' CHECK SHOT OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU "KIMBALL PARK"MONUMENT SIGNWOOD SIGN CONCRETE DRAINAGE STRUCTURE RIP-RAP FH 1/2" REBAR 0 10 O/S BK 24002 615.50' 0 10 O/S BK 24003 615.15' 83.3' ACCESS DENIED 60.9' ACCESS GRANTED WE DESTATE OF TEXASINST.# D198008711O.P.R.T.C.T.(DOTTED) TEXAS UTILITIES ELECTRIC COMPANYOVERHEAD/UNDERGROUND ESMT.INST.# D198196832, O.P.R.T.C.T. REMAINDER OFLOT A, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. BRUCE W. FUSSELMAN AND WIFE,MICHELLE H. FUSSELMANVOL. 12465, PG. 1233D.R.T.C.T. 1.750 ACRES76,234 SQUARE FEET MDP SOUTHLAKE, LLCINST# D213121114, O.P.R.T.C.T. 1.551 ACRES67,569 SQUARE FEET NO BUILDINGS OBSERVED LOT 2KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. CAEINST.# D216064993, O.P.R.T.C.T WATER & SEWER ESMT. CITY OF SOUTHLAKEINST.# D205000041, O.P.R.T.C.T. 15'X25' SEINST.#D216064993 O.P.R.T.C.T. CAEINST.# D214113070 O.P.R.T.C.T. CAEINST.# D211037987 O.P.R.T.C.T. 15' UECITY OF SOUTHLAKEINST.# D194198951, O.P.R.T.C.T. 20' WATER/SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000042, O.P.R.T.C.T. 5' UECABINET A, SLIDE 3620P.R.T.C.T. 50' D R A I N A G E CITY O F S O U T H L A K E INST . # D 1 9 7 0 9 0 1 0 8 O.P.R . T . C . T . DE INST.# D 2 1 6 0 6 4 9 9 3 O.P.R.T . C . T EA, C A , D E , & U E INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE & DE INST.# D216064993 O.P.R.T.C.T DESTATE OF TEXASINST.# D199079529O.P.R.T.C.T. STATE OF TEXASVOL.13965, PG. 182D.R.T.C.T. E A , C A , D E , & U E I N S T . # D 2 1 6 0 6 4 9 9 3 O . P . R . T . C . T 50' B.L.INST.# D216064993, O.P.R.T.C.T STATE OF TEXASINST.# D197181851O.P.R.T.C.T. STATE OF TEXASINST.# D197181847O.P.R.T.C.T. 15 ' U E VO L U M E 3 8 8 - 1 3 9 , P A G E 7 P. R . T . C . T . 15' UEVOLUME 388-139, PAGE 7P.R.T.C.T. GROSS LAND AREA3.301 ACRES143,804 SQUARE FEET FIRE LANE STRIPING DE INST.# D216064993 O.P.R.T.C.T 50 ' B . L . VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . FI R E L A N E ST R I P I N G FI R E L A N E ST R I P I N G FIRE L A N E STR I P I N G E. STATE HIGHWAY NO. 114(220' ROW PER STATE HIGHWA Y D E P A R T M E N T R I G H T O F W A Y M A P D A T E D A P R I L 1 0 , 1 9 8 5 ) STATE OF TEXAS4229, PG. 663, D.R.T.C.T. STATE OF TEXASINST.# D198008710,O.P.R.T.C.T. RE A R B . L . F O R H A B I T A B L E S T R U C T U R E ( 6 0 ' ) VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . 60.0' UV TR WATER & SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000045, O.P.R.T.C.T. STATE OF TEXASVOL.4248, PG. 189D.R.T.C.T. 606 60 5 6 0 7 6 0 8 6 0 9 6 1 0 61 2 61 1 60 4 6 0 3 60 2 60 1 60 0 59 9 59 9 600 59 8 59 7 596596597598 600599 595 601 606 605 6 0 4 603 602 601 60 0 5 9 9 599 602 60 0 601 603 6 0 4 605 598 59 8 59 7 597 6 0 0 601 601 60 6 605 6 0 7 60 8 60 9 60.0'200.4' 1 5 7 . 1 ' DA-1 3.231 OS-1 0.450 OS-2 0.199 OS-3 0.241 24 HR 2YEAR=3.36" n=0.24 L=630' S=2.2% tc=16.8 min. C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2018, Adams DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 2 0 1 8 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 DECEMBER 2018 DI S T R I C T 1 1 4 A T K I M B A L L P A R K SO U T H L A K E , T E X A 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 12/27/18 THIS DOCUMENT IS NOT TO BE USED FORCONSTRUCTION PURPOSES TBPE Registration #: F-1002 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below.before you dig.Call R PR E - D E V E L O P E D DR A I N A G E A R E A M A P S5.0 FI L E N A M E : S 5 . 0 P R E - D E V E L O P E D D R A I N A G E A R E A M A P . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 PL O T T E D A T : 9 : 5 9 : 2 6 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 5 . 0 P R E - D E V E L O P E D D R A I N A G E A R E A M A P GRA 2018.195 DWL MP PRELIMINARY FOR REVIEW PURPOSES ONLY CASE NO: ZA18-0057 GRAPHIC SCALE FEET06030 1"=30' LEGEND ACRES BASIN NAME DRAINAGE BASIN DRAINAGE AREA EXISTING FLOW ARROW TIME OF CONCENTRATION FLOWPATH DA-00 1.00 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 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 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 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 TXDOT TYP II TXDOT TYP II TXDOT TYP III 1/2" REBAR CRS MNS MNS MNS MNS MNS MNS CRS CRSCRS CRS MESCO ADDITIONLOT 7R, BLOCK 1INST.# D211037987O.P.R.T.C.T. LOT 1KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. LOT 1, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. LO T A , B L O C K B BR I A R W O O D E S T A T E S , P H A S E I VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T . CH E R R Y L A N E VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T 60 ' R . O . W . UV IVIVWM WM TBM MNS 607.27' CHECK SHOT CHECK SHOT CHECK SHOT CHECK SHOT CHECK SHOT CHECK SHOT DNF UV FH STOP UV 114 GUYUPUP RIM=598.6' WV WVWV WVWV UP UP SPEED LIMIT 45 UV UV UC UC UP/UG GI TOP=604.4' FL 24" RCP=601.9' FL 10" STEEL=602.7' 602.8' FINISHED FLOOR CHECK SHOT OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU "KIMBALL PARK"MONUMENT SIGNWOOD SIGN CONCRETE DRAINAGE STRUCTURE RIP-RAP FH 1/2" REBAR 0 10 O/S BK 24002 615.50' 0 10 O/S BK 24003 615.15' 83.3' ACCESS DENIED 60.9' ACCESS GRANTED WE DESTATE OF TEXASINST.# D198008711O.P.R.T.C.T.(DOTTED) TEXAS UTILITIES ELECTRIC COMPANYOVERHEAD/UNDERGROUND ESMT.INST.# D198196832, O.P.R.T.C.T. REMAINDER OFLOT A, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. BRUCE W. FUSSELMAN AND WIFE,MICHELLE H. FUSSELMANVOL. 12465, PG. 1233D.R.T.C.T. 1.750 ACRES76,234 SQUARE FEET MDP SOUTHLAKE, LLCINST# D213121114, O.P.R.T.C.T. 1.551 ACRES67,569 SQUARE FEET NO BUILDINGS OBSERVED LOT 2KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. CAEINST.# D216064993, O.P.R.T.C.T WATER & SEWER ESMT. CITY OF SOUTHLAKEINST.# D205000041, O.P.R.T.C.T. 15'X25' SEINST.#D216064993 O.P.R.T.C.T. CAEINST.# D214113070 O.P.R.T.C.T. CAEINST.# D211037987 O.P.R.T.C.T. 15' UECITY OF SOUTHLAKEINST.# D194198951, O.P.R.T.C.T. 20' WATER/SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000042, O.P.R.T.C.T. 5' UECABINET A, SLIDE 3620P.R.T.C.T. 50' D R A I N A G E CITY O F S O U T H L A K E INST . # D 1 9 7 0 9 0 1 0 8 O.P.R . T . C . T . DE INST.# D 2 1 6 0 6 4 9 9 3 O.P.R.T . C . T EA, C A , D E , & U E INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE & DE INST.# D216064993 O.P.R.T.C.T DESTATE OF TEXASINST.# D199079529O.P.R.T.C.T. STATE OF TEXASVOL.13965, PG. 182D.R.T.C.T. E A , C A , D E , & U E I N S T . # D 2 1 6 0 6 4 9 9 3 O . P . R . T . C . T 50' B.L.INST.# D216064993, O.P.R.T.C.T STATE OF TEXASINST.# D197181851O.P.R.T.C.T. STATE OF TEXASINST.# D197181847O.P.R.T.C.T. 15 ' U E VO L U M E 3 8 8 - 1 3 9 , P A G E 7 P. R . T . C . T . 15' UEVOLUME 388-139, PAGE 7P.R.T.C.T. GROSS LAND AREA3.301 ACRES143,804 SQUARE FEET FIRE LANE STRIPING DE INST.# D216064993 O.P.R.T.C.T 50 ' B . L . VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . FI R E L A N E ST R I P I N G FI R E L A N E ST R I P I N G FIRE L A N E STR I P I N G E. STATE HIGHWAY NO. 114(220' ROW PER STATE HIGHWA Y D E P A R T M E N T R I G H T O F W A Y M A P D A T E D A P R I L 1 0 , 1 9 8 5 ) STATE OF TEXAS4229, PG. 663, D.R.T.C.T. STATE OF TEXASINST.# D198008710,O.P.R.T.C.T. RE A R B . L . F O R H A B I T A B L E S T R U C T U R E ( 6 0 ' ) VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . 60.0' UV TR WATER & SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000045, O.P.R.T.C.T. STATE OF TEXASVOL.4248, PG. 189D.R.T.C.T. 606 60 5 6 0 7 6 0 8 6 0 9 6 1 0 61 2 61 1 60 4 6 0 3 60 2 60 1 60 0 59 9 59 9 600 59 8 59 7 596596597598 600599 595 601 606 605 6 0 4 603 602 601 60 0 5 9 9 599 602 60 0 601 603 6 0 4 605 598 59 8 59 7 597 6 0 0 601 601 60 6 605 6 0 7 60 8 60 9 60.0'200.4' 1 5 7 . 1 ' MIXED USE 4 STORY FFE = 602.50 BLDG = 19,130 SF MIXED USE 3 STORY FFE = 604.00 BLDG = 7,966 SF PARKINGGARAGE 3 STORY UPPER FFE = 613.00 LOWER FFE = 602.50 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E OS-1 0.450 OS-2 0.033 OS-3 0.032 OS-4 0.016 OS-5 0.061 OS-6 0.165 OS-7 0.136 DA-8 0.377 DA-9 0.030 DA-10 0.056 DA-21 0.106 DA-20 0.104 DA-19 0.163 DA-11 0.041 DA-12 0.028 DA-13 0.031 DA-22 0.310 DA-14 0.166 DA-2 0.034 DA-1 0.151 DA-3 0.159 DA-4 0.174 DA-5 0.056 DA-15 0.163 DA-16 0.060 DA-18 0.032 DA-17 0.052 DA-6 0.186 DA-7 0.372 DA-23 0.377 C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2018, Adams DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 2 0 1 8 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 DECEMBER 2018 DI S T R I C T 1 1 4 A T K I M B A L L P A R K SO U T H L A K E , T E X A 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 12/27/18 THIS DOCUMENT IS NOT TO BE USED FORCONSTRUCTION PURPOSES TBPE Registration #: F-1002 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below.before you dig.Call R PO S T D E V E L O P E D DR A I N A G E A R E A M A P S6.0 GRA FI L E N A M E : S 6 . 0 P O S T - D E V E L O P E D D R A I N A G E A R E A M A P . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 PL O T T E D A T : 1 0 : 0 4 : 2 1 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 6 . 0 P O S T - D E V E L O P E D D R A I N A G E A R E A M A P 2018.195 DWL MP PRELIMINARY FOR REVIEW PURPOSES ONLY CASE NO: ZA18-0057 GRAPHIC SCALE FEET06030 1"=30' LEGEND DA-00 1.00ACRES BASIN NAME DRAINAGE BASIN DRAINAGE AREA PROPOSED FLOW ARROW STORM SEWER 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 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 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 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 TXDOT TYP II TXDOT TYP II TXDOT TYP III 1/2" REBAR CRS MNS MNS MNS MNS MNS MNS CRS CRSCRS CRS MESCO ADDITIONLOT 7R, BLOCK 1INST.# D211037987O.P.R.T.C.T. LOT 1KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. LOT 1, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. LO T A , B L O C K B BR I A R W O O D E S T A T E S , P H A S E I VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T . CH E R R Y L A N E VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T 60 ' R . O . W . UV IVIVWM WM TE L E TELE TELE TBM MNS 607.27' DNF UV FH STOP UV 114 GUYUPUP RIM=598.6' WV WVWV WVWV UP UP UP SPEED LIMIT 45 UV UV UC UC UP/UG GI TOP=604.4' FL 24" RCP=601.9' FL 10" STEEL=602.7' GAS OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU "KIMBALL PARK"MONUMENT SIGNWOOD SIGN CONCRETE DRAINAGE STRUCTURE RIP-RAP FH 1/2" REBAR 0 10 O/S BK 24002 615.50' 0 10 O/S BK 24003 615.15' 83.3' ACCESS DENIED 60.9' ACCESS GRANTED WE DESTATE OF TEXASINST.# D198008711O.P.R.T.C.T.(DOTTED) TEXAS UTILITIES ELECTRIC COMPANYOVERHEAD/UNDERGROUND ESMT.INST.# D198196832, O.P.R.T.C.T. REMAINDER OFLOT A, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. BRUCE W. FUSSELMAN AND WIFE,MICHELLE H. FUSSELMANVOL. 12465, PG. 1233D.R.T.C.T. 1.750 ACRES76,234 SQUARE FEET MDP SOUTHLAKE, LLCINST# D213121114, O.P.R.T.C.T. 1.551 ACRES67,569 SQUARE FEET NO BUILDINGS OBSERVED LOT 2KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. CAEINST.# D216064993, O.P.R.T.C.T WATER & SEWER ESMT. CITY OF SOUTHLAKEINST.# D205000041, O.P.R.T.C.T. 15'X25' SEINST.#D216064993 O.P.R.T.C.T. CAEINST.# D214113070 O.P.R.T.C.T. CAEINST.# D211037987 O.P.R.T.C.T. 15' UECITY OF SOUTHLAKEINST.# D194198951, O.P.R.T.C.T. 20' WATER/SEWER ESMT.CITY OF SOUTHLAKEINST.# D205000042, O.P.R.T.C.T. 5' UECABINET A, SLIDE 3620P.R.T.C.T. 50' D R A I N A G E CITY O F S O U T H L A K E INST . # D 1 9 7 0 9 0 1 0 8 O.P.R . T . C . T . DE INST.# D 2 1 6 0 6 4 9 9 3 O.P.R.T . C . T EA, C A , D E , & U E INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE INS T . # D 2 1 6 0 6 4 9 9 3 O.P.R . T . C . T WE & DE INST.# D216064993 O.P.R.T.C.T DESTATE OF TEXASINST.# D199079529O.P.R.T.C.T. STATE OF TEXASVOL.13965, PG. 182D.R.T.C.T. E A , C A , D E , & U E I N S T . # D 2 1 6 0 6 4 9 9 3 O . P . R . T . C . T 50' B.L.INST.# D216064993, O.P.R.T.C.T STATE OF TEXASINST.# D197181851O.P.R.T.C.T. STATE OF TEXASINST.# D197181847O.P.R.T.C.T. 15 ' U E VO L U M E 3 8 8 - 1 3 9 , P A G E 7 P. R . T . C . T . 15' UEVOLUME 388-139, PAGE 7P.R.T.C.T. GROSS LAND AREA3.301 ACRES143,804 SQUARE FEET FIRE LANE STRIPING DE INST.# D216064993 O.P.R.T.C.T 50 ' B . L . VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . FI R E L A N E ST R I P I N G FI R E L A N E ST R I P I N G FIRE L A N E STR I P I N G E. STATE HIGHWAY NO. 114(220' ROW PER STATE HIGHWAY D E P A R T M E N T R I G H T O F W A Y M A P D A T E D A P R I L 1 0 , 1 9 8 5 ) STATE OF TEXAS4229, PG. 663, D.R.T.C.T. STATE OF TEXASINST.# D198008710,O.P.R.T.C.T. RE A R B . L . F O R H A B I T A B L E S T R U C T U R E ( 6 0 ' ) VO L . 38 8 - 1 8 9 , P G . 7 , P . R . T . C . T . 60.0' UV TE L E TR TELE ELEC WATER & SEWER ESMT. CITY OF SOUTHLAKEINST.# D205000045, O.P.R.T.C.T. STATE OF TEXASVOL.4248, PG. 189D.R.T.C.T. 60.0'200.4' RIM=604.1'DEPTH - 5.00'FL 8" PVC N = 599.1' 1 5 7 . 1 ' MIXED USE 4 STORY FFE = 602.50 BLDG = 19,130 SF MIXED USE 3 STORY FFE = 604.00 BLDG = 7,966 SF PARKINGGARAGE 3 STORY UPPER FFE = 613.00 LOWER FFE = 602.50 W W W W W W SS FH FH FH T EX. 8" SAN. SEWER EX . 1 2 " W A T E R EX. 12" WATER EX. 12" WATER FH EX-W EX-W EX - W EX - W E X - W EX-SS EX-SS EX-SS E X - W EX-W E X - W EX-W EX-W EX-W EX - W EX - W EX - W EX. 8" WATER EX. 1 2 " W A T E R EX. 8" S A N . S E W E R EX . 6 " W A T E R T O B E R E P L A C E D W I T H 1 2 " W A T E R L I N E EX . 8 " W A T E R EXISTING FIREHYDRANT REPLACE 6"x6" TEEW/ 12"X6" TEE TIE IN TO EXISTING8" WATER LINE W/ 8"x8" TEE AND12"x8" REDUCER PROPOSED FIREHYDRANT ASSEMBLY PROPOSED4'∅ MANHOLE 8" PUBLIC SS 6" PRIVATE SS TIE INTO EXISTING MANHOLE TIE IN TO EXISTING6" WATER LINE W/ 12"x12" TEE AND12"x6" REDUCER PROPOSED FIREHYDRANT ASSEMBLY EXISTING FIRE HYDRANT TO BE RELOCATED RELOCATED FIRE HYDRANT ASSEMBLY 12" WATER LINE 12" WATER LINE LIMITS OF EX. 12" WATER TO BE ABANDONED IN PLACE EX . 1 2 " W A T E R EX. OVERHEAD ELECTRIC TO BE RELOCATED EX. OVERHEAD ELECTRICTO BE RELOCATED TIE IN TO EXISTING 12" WATER LINE 22 2 2 22 2 2 2 2 ELEC. TRANSFORMER METER REMOTE FDC GREASETRAP 4" W 8" F I R E L I N E GENERATOR 6" PRIVATE SS 2 2 TIE IN TO EXISTING8" WATER LINEW/ 8"x8" TEE AND 8"x4" REDUCER 12 " W A T E R L I N E TIE IN TO EXISTING6" WATER LINE W/ 12"x12" TEE AND12"x6" REDUCER 2 2 2 2 2 2 2 6" PRIVATE SS REMOTE FDC FDC RISER ROOM RISER ROOM C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2018, Adams DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 2 0 1 8 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 DECEMBER 2018 DI S T R I C T 1 1 4 A T K I M B A L L P A R K SO U T H L A K E , T E X A 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 12/27/18 THIS DOCUMENT IS NOT TO BE USED FORCONSTRUCTION PURPOSES TBPE Registration #: F-1002 LEGEND PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED WATER PROPOSED FIRE HYDRANT PROPOSED MANHOLE PROPOSED TRANSFORMER PROPOSED WATER VALVE INTENDED LIGHTING THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below.before you dig.Call R PR E L I M I N A R Y UT I L I T Y P L A N S7.0 GRA FI L E N A M E : S 7 . 0 P R E L I M I N A R Y U T I L I T Y P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 PL O T T E D A T : 1 0 : 0 5 : 4 9 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 7 . 0 P R E L I M I N A R Y U T I L I T Y P L A N 2018.195 DWL MP W FH T S S CASE NO: ZA18-0057 PRELIMINARY FOR REVIEW PURPOSES ONLY WATER-SANITARY SEWER CROSSING PER CITY ANDTCEQ STANDARDS. UTILITY CROSSINGS 1 SYMBOL KEY 2 NOTES: 1. MINIMUM SIZE FOR SANITARY SEWER IS 8". SANITARY SEWER SERVICE LINES SHALL CONNECT TO PUBLIC SANITARY SEWER SYSTEM BUILT TO CITY STANDARDS. 2. MINIMUM SIZE PUBLIC WATER MAIN IS 8". 3. PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. 4. FOR THE SPRINKLER SYSTEMS THE DOUBLE CHECK VALVES SHALL BE IN VAULTS. GRAPHIC SCALE FEET06030 1"=30'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 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 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 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 0. 1 BIG BEND 1141709 SLLONKKAO ETAGKOORB EVOCTNERB S K A O N I T S U A Dove BL Y T H E AS H M O R E WILDWOOD LAKE WOOD B R E N T W O O D SOUTHLAKE RAINBOW CA R L I S L E CA R R O L L CA R R O L L 2.1 HIGHLAND MANCHESTER DOV ETUMBLEWEED KI M B A L L BR A I R W O O D CH E R R Y SH A D Y ROLLING GREENBOUGH RAINTREE RAINF O R E S T MESA VERD E CIM M A R O N PALO D U R O PECOS SUNDOWN PA R K EVERGLADE BR O O K S I D E KI M B A L L KI M B A L L EA S T W O O D WE S T W O O D AU S T I N CH A P A R R A L SIERA Bra n c h McPher s o n Jo n e s REDWOOD SOUTHL A K E CRO O K E D DovePark BLVD CO M M E R C E BA N K IN D U S T R I A L BRANCHWOOD SANDELL IDLEWOOD WI N D I N G C R E E K WO O D B R I A R WINDING CREEK STEPPLEWOOD CRIPPLE CREE K 26 1709 114 T 16" BRADFORD_PEAR T 16" BRADFORD_PEAR T 36" ELM T 28" OAK T 28" ELM T3280 6.5" CEDAR_ELMT3281 7" CEDAR_ELM T3283 21" AMERICAN_ELM T3269 7" HACKBERRY T3286 8" PECAN T3270 6" CEDAR_ELM T3287 10" CEDAR_ELM T32 8 9 9 . 5 " H A C K B E R R Y T3291 24" PECAN T3290 13.5" HACKBERRY T3292 14" CEDAR_ELM T3293 15" HACKBERRY T3294 14.75" CEDAR_ELM T3295 11" CEDAR T3296 22" BOIS_D'_ARCT3297 24.5" CEDAR_ELM T3273 7" CEDAR_ELM T3274 7" CEDAR_ELM T3272 8.5" CEDAR T3275 6.5" CEDAR_ELM T3276 6.5" CEDAR_ELM T3278 7" OAKT3277 8.5" CEDART3271 7" CEDAR_ELM T3282 9" CEDAR_ELM T3279 9" POST_OAK T3298 20.5" POST_OAK T3299 28" POST_OAKT3300 29" POST_OAK TXDOT TYP II TXDOT TYP II TXDOT TYP III 1/2" REBAR CRS MNS MNS MNS MNS MNS MNS CRS CRSCRS CRS MESCO ADDITIONLOT 7R, BLOCK 1INST.# D211037987O.P.R.T.C.T. LOT 1KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. LOT 1, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. LO T A , B L O C K B BR I A R W O O D E S T A T E S , P H A S E I VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T . CH E R R Y L A N E VO L . 38 8 - 1 8 9 , P G . 7 P. R . T . C . T 60 ' R . O . W . UV IVIVWM WM T E L E TELE TELE TBM MNS 607.27' DNF UV FH STOP UV 114 GUYUPUP WV WVWV WVWV UP UP SPEED LIMIT 45 UV UV UC UC UP/UG GI TOP=604.4' FL 24" RCP=601.9' FL 10" STEEL=602.7' GAS 602.8' FINISHED FLOOR OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU CONCRETE CURB & GUTTER ( T Y P I C A L ) BRICK CO N C R E T E LANDSCAPE AREA/ NATURAL GROUND(ISLAND) LANDSCAPE AREA/ NATURAL GROUND(ISLAND) LANDSCAPE AREA/ NATURAL GROUND(ISLAND) CO N C R E T E CONCRET E "KIMBALL PARK"MONUMENT SIGNWOOD SIGN CONCRETE DRAINAGE STRUCTURE EDGE OF ASPHALT(NO CURB) EDGE OFCONCRETE(NO CURB) EDGE OFCONCRETE(NO CURB) CONCRETE CURB &GUTTER (TYPICAL) CO N C R E T E C U R B & GU T T E R ( T Y P I C A L ) ED G E O F CO N C R E T E CONCRETE RIP-RAP FH 1/2" REBAR 0 10 O/S BK 24002 615.50' 0 10 O/S BK 24003 615.15' CONCRETE REMAINDER OFLOT A, BLOCK ABRIARWOOD ESTATES, PHASE IVOL.388-189, PG. 7P.R.T.C.T. BRUCE W. FUSSELMAN AND WIFE,MICHELLE H. FUSSELMANVOL. 12465, PG. 1233D.R.T.C.T. 1.750 ACRES76,234 SQUARE FEET MDP SOUTHLAKE, LLCINST# D213121114, O.P.R.T.C.T. 1.551 ACRES67,569 SQUARE FEET NO BUILDINGS OBSERVED LOT 2KIMBALL PARKINST.# D216064993, O.P.R.T.C.T. STATE OF TEXASVOL.13965, PG. 182D.R.T.C.T. STATE OF TEXASINST.# D197181851O.P.R.T.C.T. STATE OF TEXASINST.# D197181847O.P.R.T.C.T. GROSS LAND AREA3.301 ACRES143,804 SQUARE FEET FIRE LANE STRIPING FI R E L A N E ST R I P I N G FI R E L A N E ST R I P I N G FIRE L A N E STR I P I N G E. STATE HIGHWAY NO. 114(220' ROW PER STATE HIGHWA Y D E P A R T M E N T R I G H T O F W A Y M A P D A T E D A P R I L 1 0 , 1 9 8 5 ) STATE OF TEXAS4229, PG. 663, D.R.T.C.T. S2 4 ° 5 9 ' 5 5 " W 5 3 . 4 4 ' L=41.12', R=113.00' D=020°51'04" S35°25'27"W~40.90' S45° 5 0 ' 5 9 " W 7 5 . 0 8 ' L=146.17', R=200.00' D=041°52'32" S24°54'43"W~142.94' S0 3 ° 5 8 ' 2 7 " W 1 1 1 . 2 1 ' N85°59'38"W 125.01' N00°26'10"W364.31' N89°41'16"E 295.56' STATE OF TEXASINST.# D198008710,O.P.R.T.C.T. L=196.74', R=5619.58' D=002°00'21"N83°35'16"W~196.73' S58°25'24"W20.15' N85°59'38"W47.95' S00°26'10"E 296.36' N89°33'50"E 260.38' N0 0 ° 2 6 ' 1 0 " W 2 7 9 . 6 1 ' 60.0' UV TE L E TR TELE ELEC CONCRETE ASPHALT STATE OF TEXASVOL.4248, PG. 189D.R.T.C.T. 606 605 60 7 60 8 60 9 61 0 612 61 1 604 6 0 3 60 2 60 1 60 0 599 599 600 598 597 596 596 597 598 600 599 595 601 606 605 6 0 4 603 602 601 600 5 9 9 599 602 60 0 601 603 604 605 598 598 59 7 597 6 0 0 601 601 60 6 605 60 7 60 8 60 9 60.0'200.4' 1 5 7 . 1 ' MIXED USE 4 STORY FFE = 602.50 BLDG = 19,130 SF MIXED USE 3 STORY FFE = 604.00 BLDG = 7,966 SF PARKINGGARAGE 3 STORY UPPER FFE = 613.00 LOWER FFE = 602.50 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2018, Adams DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 2 0 1 8 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 DECEMBER 2018 DI S T R I C T 1 1 4 A T K I M B A L L P A R K SO U T H L A K E , T E X A S TR E E C O N S E R V A T I O N P L A N L1.0 FI L E N A M E : S 4 . 0 T R E E C O N S E R V A T I O N P L A N . d w g PL O T T E D B Y : J i l l R o g e r s PL O T T E D O N : T h u r s d a y , D e c e m b e r 2 7 , 2 0 1 8 PL O T T E D A T : 8 : 4 3 : 0 6 A M PL O T T E D W I T H : D W G T o P D F . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 9 5 M e d i c i D e v e l o p m e n t P a r t n e r s - K i m b a l l P a r k P h a s e 4 \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ S 4 . 0 T R E E C O N S E R V A T I O N P L A N DWL 2018-195 MJR MJR 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 SCALE: 1" = 1/2 MILE SITE MAP PRELIMINARY FOR REVIEW PURPOSES ONLY GRAPHIC SCALE FEET06030 1"=30' CASE NO: ZA18-0057 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 OWNER/DEVELOPER MEDICI DEVELOPMENT PARTNERS 1203 S. WHITE CHAPEL, SUITE 100 SOUTHLAKE, TX 76092 CONTACT: JEFF MEDICI PHONE: 214-784-1617 EMAIL: JEFF@MEDICIDP.COM PROJECT LOCATION 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 TREES TO BE REMOVED TREES TO BE RETAINED REFERENCE PRELIMINARY TOPOGRAPHIC / TREE SURVEY COMPLETED BY JPH LAND SURVEYING DATED SEPTEMBER 18, 2018 FOR TREE SIZE AND SPECIES - NO STREAMS / CREEKS / PONDS EXIST ON SITE - CRITICAL ROOT ZONES ARE LOCATED WITHIN DRIPLINE OF TREES. 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: 18,288.98 SF % OF CANOPY TO BE REMOVED: 84.3% EXISTING TREE CANOPY PROPOSED TO REMAIN: 3,403.27 SF % OF CANOPY TO REMAIN: 15.7% 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. SEE SEC. 9.5-379 - 'TREE REPLACEMENT AND TREE PROTECTION STANDARDS' IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. 7" HACKBERRY16665 7" HACKBERRY16665 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 12/27/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES MI X E D U S E 4 S T O R Y FF E = 6 0 2 . 5 0 BL D G = 1 9 , 1 3 0 S F MI X E D U S E 3 S T O R Y FF E = 6 0 4 . 0 0 BL D G = 7 , 9 6 6 S F PA R K I N G GA R A G E 3 S T O R Y UP P E R F F E = 6 1 3 . 0 0 LO W E R F F E = 6 0 2 . 5 0 FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FIRELANE F I R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FIRELANE T3 2 9 8 2 0 . 5 " P O S T _ O A K T3 2 9 9 2 8 " P O S T _ O A K T3 3 0 0 2 9 " P O S T _ O A K SS SS FH FH FH FH FH FH T T UV IV IV WM WM SP E E D L I M I T 3 0 T E L E MB TE L E TE L E TB M M N S 60 7 . 2 7 ' F L 1 8 " R C P = 6 0 5 . 1 ' F L 1 8 " R C P = 6 0 4 . 0 ' DN F UV FH STOP UV 11 4 GU Y UP UP RI M = 5 9 8 . 6 ' WV WV WVWVWVFL 24" RCP=593.9' UP UP SP E E D L I M I T 4 5 UV UV UC UC UP / U G GI T O P = 6 0 4 . 4 ' FL 2 4 " R C P = 6 0 1 . 9 ' FL 1 0 " S T E E L = 6 0 2 . 7 ' FL 6 " C P P = 6 0 2 . 4 ' GA S OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U FH 0 1 0 O / S B K 24 0 0 2 61 5 . 5 0 ' 0 1 0 O / S B K 24 0 0 3 61 5 . 1 5 ' S24°59'55"W 53.44'L=41.12', R=113.00'∆=020°51'04"S35°25'27"W~40.90'S45°50'59"W 75.08'L=146.17', R=200.00'∆=041°52'32"S24°54'43"W~142.94'S03°58'27"W 111.21' N8 5 ° 5 9 ' 3 8 " W 1 2 5 . 0 1 ' N0 0 ° 2 6 ' 1 0 " W 36 4 . 3 1 ' N89°41'16"E 295.56' L= 1 9 6 . 7 4 ' , R = 5 6 1 9 . 5 8 ' ∆=0 0 2 ° 0 0 ' 2 1 " N8 3 ° 3 5 ' 1 6 " W ~ 1 9 6 . 7 3 ' S5 8 ° 2 5 ' 2 4 " W 20 . 1 5 ' N8 5 ° 5 9 ' 3 8 " W 47 . 9 5 ' S0 0 ° 2 6 ' 1 0 " E 29 6 . 3 6 ' N8 9 ° 3 3 ' 5 0 " E 2 6 0 . 3 8 ' N 0 0 ° 2 6 ' 1 0 " W 2 7 9 . 6 1 ' UV T E L E TR TE L E EL E C STOP OP P P P P P P P P P P P P UVOUOUOUUOU OU OU OU OU 11 4 SP E E D ED ED LI M I T LI M I T LI M I T 45 45 45 LI M I T LI M MI T M M I T 45 4 4 45 45 45 45 D L ED ED E D D D D D ED D D LI M I T LI M I T L LI M I T LI M I T LI M I T LI I IM I T M MI M IT I IT T T T 45 4 45 45 45 4 4 45 5 5 5 5 T 45 SP E E SP E E SP E E L= 1 9 6 . 7 4 ' , R = 5 6 1 9 . 5 8 ' ∆=0 0 2 ° 0 0 ' 2 1 " N8 3 ° 3 5 ' 1 6 " W ~ 1 9 6 . 7 3 ' OU T E L E E E MB F L 1 8 " F L 1 8 R C P = 6 R C P 6 0 5 . 1 ' 0 5 . 1 UV OU TE L E UV GU Y UP UP UP P U UP U U UP U U U U OU OU OU OU O O OU OU O O OU OU OU OU OU OU OU OU W 1 2 5. 0 1 UV V UV U O O OU O U TE E EL E E E T OU OU U U TO O O O FL FL L L FL L 4 S T O R Y FF E = 6 0 2 . 5 0 BL D G = 1 9 , 1 3 0 S F 3 ST OR Y FF E = 6 0 4 . 00 BL D G = 7 , 9 6 6 S F NE E N FI R E L A F F A R A A FI R E L AN E EL EL L R F L NE E E FI R E L AN E EL EL L E E N R R L E E E E FI R E L AN E R E R E R E E F A A AN E N A EL A A FI R E FI R E F FI I R E FI R E L AN E E E E A E FI R E L AN E R R F F F A E A E E E AN E A A A A E FI R E L F I R E L A N F F F I A E FI R E L A N R A FI R E L AN E R R RE R E E F RE R E E N FI R E L AN E FI N FI NE I NE E L N R E I I FI R E L A N E I E EL A N E N N N FI R E L F F I E F EL A N E N E L FI R E F F R E F AN S M= 5 9 8 . 6 ' 6'6 M 8 5 FL 6 " C P P = 6 0 2. 4 ' PP P P F W W W W ' N8 5 5 5 5 N 5 N N8 5 S N8 5 N8 5 N8 5 N8 5 N8 5 N8 5 N8 5 N8 5 N8 5 N8 5 N8 5 N8 5 85 85 85 85 85 85 8 8 8 8 0" E 0 0""E E "E 00 ° 2 6 ' 1 0 2 2 2 1 6 1 0 0 S0 S 0 0 0 36 ' 3 3 3 29 6 . 6 . T E L E T E L E TE E EL E E E T3 2 9 9 28 " P O O O O O O S S S S S S S S S 32 9 9 T ST T ST ST ST FH FH K K K K AK OA K AK AK OA OA OA O TO TO T T U OU OU G U UG OU G G UG O P UP P//U U UP U U U U P/ FIR F FI FI F L AN REL AN EL AN L L E RE N AN N NE E N EL ANEEL ANEEL ANE E A NE AFIRE ANEREREREEEEEEL ES24°54'43"W~142.94'W "W "W S S03°58'27"W 111.2 1'1 2 1 1 W "2 5 °3 3 S 0 TE L TE L TE L E TE L TE L E TE L E TE L E TE L E DN F DN F DN F DN F DN F DN F OP OP P =6 0 4 . 4 ' O O O 4 4 .4 2 24 " 2 R C P = 6 0 1 . 9 ' P P= CP 6 P= 19 ' GA S EL E EL E E E E L L EL E L E E K OU OU E LE LE LE EL L L L E EL E E E E E E E E EL OU TE L E E DN F ST T_ O A K U O OU U U U O T3 2 9 9 2 28 P O O O O O O O 3 E E T3 2 9 8 2 0 . 5 " P O S T _ O A K OU 20 5 20 5 OU O OU N8 5 °5 9 '3 8 "W 12 50 1' UV V UV O OU OU OU OU O OU U U U F FL 3 S T O R Y 3 S O Y 3 S O Y 3 S O Y 3 O 3 O 3 3 OR O 3 3 R 3 S T R Y S T O R Y R Y O O S T Y O O S T 3 UP P E R F F E = 6 1 3 . 0 0 U P R F 6 U P R F U P R F 6 0 0 0 E E 3 0 0 6 E E E E 6 3 0 P P F 1 1 0 P P E R R F E 3 0 F E U 0 3 6 F R P .5 0 5 5 5 0 5 5 0 5 0 60 2 6 6 0 0 6 2 6 2 6 E = E E E E E = E R F F E F F F E E F F F F F F F F F WE R W R W R W R R R R W W W E E E R R W E R LO W O O O O L O W O W O L 0 0 L=4 ∆=0 S35 00 ° 2 6 ' 1 0 " W 00 0 °2 °2 0 N0 N 0 64 . 3 1 ' 6 64 4. 3 31 6 36 6 6 N 0 N N 0 0 0 0 2 6 1 0 W 2 6 2 6 1 0 1 0 W W W 2 N 0 0 2 6 1 0 W 0 0 0 0 0 0 0 0 H H FH F H H H FH FHWVWVWWWWVWVWVWVV55L 24" RCP=5 424 =5CPRCCRC4"R =5FL 2 2LFLL2 4 S45°50'59 "W 75.08'L=146.17', R=200.00'=R=R=.17',∆=04 1°5 2'3 2"2 2 4WVWVVWVV T T OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU WM FH H FH H O U O U UP O U O U O U O U R R R IV IV V V WM FL 1 0 " ST E E L =6 0 2 . 7 ' N8 9 °3 3 '5 0 " E 2 6 0 . 3 8' T 2 7 9 9 9 9 7 7 7 2 2 2 2 7 9 2 7 9 9 9 7 7 7 2 2 2 6 6 1 1 1 9 . 6 . 6 1 6 6 1 6 6 1 9 . 6 6 9 1 . . . . 9 9 5 5 5 5 5 5 9393.9'93939399393 9'3 3 393555555939939393935555 9'=5 95=5=5=5 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U OU U U U OU OU OU OU OU OU OU OU OU EC EC EC EC C EC C C C E E EC EC C E E EUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU U U U U OU U U U OU OU OU OU OU OU OU OU OU 5 °5 9 9 9 9 9 9 9 9 9 9 '3 3 3 '3 8 3 '3 '3 '3 '3 3 '3 ' "W 5 5 3 3 W 5 W 5°5 5 5 5 5 5 47 . 9 5 ' 7 7 4 5 7 9 9 33 0 0 33 0 0 33 0 0 33 0 0 30 0 33 00 0 29 " P 29 29 29 2 9 T3 9 2 00 O O 33 T T 29 30 0 2 O S 3 T T3 T3 0 U U U U U U U U OU OU OU OU O O O O OU OU OU OU OU U U U U U U U U U U U U U U U U U U U U U U U U U U U OU U OU OU OU OU OU U U OU OU OU U U U U OU OU OU OU OU OU OU OU U U U U OU OU OU OU O O O O OU OU OU OU OU OU OU OU FI R F FI R FI R E L FI R E L RE FI R FI R E L L L L AN E N E E F EL AN E AN AN E A A NE NE N N NE E FI R E IR FI R F R I E FI R R R R RI M R WV W V V V V V V W V V V V V V V V WV WV V V V V V V W W W W W W W V V V W W W WV WV W W W W WV W W W W W W W WV V W W W W W N W W W W ' L AN E E E E E RE L RE RE L RE E L E L N IR I F F F FI F F F F F F F F F F FI F F F F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 1 1 1 1 2 0 1 1 1 1 1 1 1 1 20 1 1 2 1 1 0 2 1 20 0 5 2 8 S W W W W 4 2 4 5 5 2 8 S 2 25 4 4 S5 58 W W W W W '2 °2 24 S 58 ° 2 5 S5 8° 2 5 4 4 " °2 2 25 S5 """"4 5' 58 8° S S 4 4 " 5 5 2 24 8 ° '2 S S S 0 .1 1 1 1 1 1 2 0 0 1 1 1 1 1 20 FI R IR E IR R RE L RE RE IR E RE E E E E A R R R R R R R R R R R R R AN E N H H H H H H F F FH FH H H H H F F F F F F F F F F H H H F F F F F F F F F F F F F FH H H H H H F F F F F F F F F F H H H H H F F F F F H H H H F F I F I F I R F F F F F F I U U UUUUUUUUUUUUUUUUU C C U U U U U UC U C C U U U C U U U C C C C C U U C landscape architects, planners & designers tbgpartners.com2001 bryan street dallas, tx 75201 [214] 744-0757suite 1450 L1.1LANDSCAPE PLAN 60'30' 15'0' LA N D S C A P E P L A N PL A N 1 Seth Atwell #3078not for regulatory approval,permitting or construction.for review only.December 27, 2018SITE PLAN SUBMITTAL CASE NO: ZA18-0057 18165.000 KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 PERSPECTIVE 101 PERSPECTIVE 202 PERSPECTIVE 303 PERSPECTIVE 404 PERSPECTIVE VIEWS PERSPECTIVE 505 12.20.2018 PERSPECTIVE VIEWS 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 DdZ/>^& й DdZ/>^& й DdZ/>^& й DdZ/>^& й DdZ/>^& й Z/<ϭ Ϯ͕ϰϮϰ ϭϲ͘ϲ Z/<ϭ ϯ͕ϯϲϬ Ϯϴ͘ϵ Z/<ϭ ϵϯϰ ϵ͘ϭ Z/<ϭ ϭ͕ϱϬϬ ϮϮ͘ϰ Z/<ϭ ϴ͕Ϯϭϴ ϭϵ͘Ϭ Z/<Ϯ Ͳ Ͳ Z/<Ϯ ϯ͕ϲϰϰ ϯϭ͘ϯ Z/<Ϯ Ͳ Ͳ Z/<Ϯ Ϯ͕ϲϲϲ ϯϵ͘ϴ Z/<Ϯ ϲ͕ϯϭϬ ϭϰ͘ϲ ^dhKͬ>^dKDZ/ϭ ϳ͕ϵϴϯ ϱϰ͘ϲ ^dhKͬ>^dKDZ/ϭ Ͳ Ͳ ^dhKͬ>^dKDZ/ϭ ϰ͕ϬϮϯ ϯϵ͘Ϯ ^dhKͬ>^dKDZ/ϭ Ͳ Ͳ ^dhKͬ>^dKDZ/ϭ ϭϮ͕ϬϬϲ Ϯϳ͘ϴ ^dhKͬ>^dKDZ/Ϯ ϰ͕Ϯϭϱ Ϯϴ͘ϴ ^dhKͬ>^dKDZ/Ϯ ϰ͕ϲϮϯ ϯϵ͘ϴ ^dhKͬ>^dKDZ/Ϯ ϱ͕ϯϬϭ ϱϭ͘ϳ ^dhKͬ>^dKDZ/Ϯ Ϯ͕ϱϯϮ ϯϳ͘ϴ ^dhKͬ>^dKDZ/Ϯ ϭϲ͕ϲϳϭ ϯϴ͘ϲ dKd>D^KEZz ϭϰ͕ϲϮϮ ϭϬϬ͘Ϭ dKd>D^KEZz ϭϭ͕ϲϮϳ ϭϬϬ͘Ϭ dKd>D^KEZz ϭϬ͕Ϯϱϴ ϭϬϬ͘Ϭ dKd>D^KEZz ϲ͕ϲϵϴ ϭϬϬ͘Ϭ dKd>D^KEZz ϰϯ͕ϮϬϱ ϭϬϬ͘Ϭ EKZd,&DdZ/>^^Khd,&DdZ/>^^d&DdZ/>^t^d&DdZ/>^dKd>h/>/E'& 18165.000 01.25.2019 KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 WEST ELEVATION04SCALE: 1” = 20’ EAST ELEVATION01SCALE: 1” = 20’ NORTH ELEVATION02SCALE: 1” = 20’ SOUTH ELEVATION03SCALE: 1” = 20’ BRICK 1 STUCCO/ ELASTOMERIC COATING #2 BRICK 2 GLAZING BRICK 1 STUCCO/ ELASTOMERIC COATING #2 STUCCO/ ELASTOMERIC COATING #1 GLAZING BRICK 1PERFORATED METAL SCREEN BRICK 1 STUCCO/ ELASTOMERIC COATING #1BRICK 2 BRICK 1GLAZINGGLAZING STUCCO/ ELASTOMERIC COATING #2 ELEVATIONS & MATERIAL PERCENTAGES 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 TOP OF ROOF EL. 674’-0” LEVEL 4 - AMENITY EL. 647.5’-0” LEVEL 3 - OFFICE EL. 632.5’-0” LEVEL 2 - OFFICE EL. 617.5’-0” LEVEL 1 - RETAIL EL. 602.5’-0” TOP OF ROOF EL. 674’-0” LEVEL 4 - AMENITY EL. 647.5’-0” LEVEL 3 - OFFICE EL. 632.5’-0” LEVEL 2 - OFFICE EL. 617.5’-0” LEVEL 1 - RETAIL EL. 602.5’-0” LEVEL 1 - RETAIL EL. 604’-0” LEVEL 1 - RETAIL EL. 604’-0” TOP OF ROOF EL. 674’-0” LEVEL 4 - AMENITY EL. 647.5’-0” LEVEL 3 - OFFICE EL. 632.5’-0” LEVEL 2 - OFFICE EL. 617.5’-0” LEVEL 1 - RETAIL EL. 602.5’-0” LEVEL 1 - RETAIL EL. 604’-0” GROUND FLOOR PLAN 18165.000 12.20.2018 FLOOR PLAN - GROUND01SCALE: 1” = 20’ KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206LEASE SPACE LEASE SPACE LE A S E S P A C E 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 1 2 3 4 5 6 7 8 9 10 A 11 B C D E F G E.1 F.1 G.1 18165.000 FLOOR PLAN - TYPICAL01SCALE: 1” = 20’ KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 TYPICAL FLOOR PLAN LEASE SPACE LE A S E S P A C E 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 12.20.2018 1 2 3 4 5 6 7 8 9 10 A 11 B C D E F G E.1 F.1 G.1 18165.000 FLOOR PLAN - AMENITY01SCALE: 1” = 20’ KIMBALL OFFICE PHASE 2 2102 E STATE HWY 114 SOUTHLAKE, TX 75206 AMENITY FLOOR PLAN LE A S E S P A C E ROOF TERRACE ROOF (NOT OCCUPIED) 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 12.20.2018 1 2 3 4 5 6 7 8 9 10 A 11 B C D E F G E.1 F.1 G.1