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Item 5 - ZA18-006 Combined Civil PlansEX - 1 2 ' ' W EX - 1 2 ' ' W EX - 1 2 ' ' W EX - 1 2 ' ' W FH FH W FH FH SS SS SST T T T P P FH FH W W W FH FH SS SS SS 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 P O R T E C O C H E R E LOT 1 105,587 SF (±2.422 AC) FFE = 589.00 BLDG = 16,055 SF LOT 2 51,029 SF (±1.169 AC) FFE = 596.00 BLDG = 6,297 SF LOT 3 50,465 SF (±1.160 AC) FFE = 596.00 BLDG = 5,740 SF LOT 4 37,979 SF (±.873 AC) FFE = 588.00 BLDG = 5,831 SF FIRE 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 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 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 FIREL A N E FIR E L A N E FI 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 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 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 FIRELA N E F I R E L A N E F I R E L A N E FIRELA N E F I R E L A N E FIR E L A N E S7 1 ° 1 2 ' 2 0 " W 21 7 . 8 6 ' N81 ° 5 0 ' 4 0 " W 43. 8 7 ' N 3 8 ° 5 1 ' 1 0 " E 5 8 . 1 9 ' N 5 6 ° 0 0 ' 4 0 " E 8 2 . 6 5 ' N7 1 ° 4 9 ' 3 0 " E 33 . 1 0 ' N15° 1 5 ' 1 0 " W 59.60' N 0 8 ° 0 9 ' 2 0 " E 1 3 7 . 6 4 ' N 0 8 ° 0 9 ' 3 0 " E 9 8 . 6 8 ' N51° 0 8 ' 5 0 " W 99.15' N51° 0 8 ' 5 0 " W 162.01 ' ∆ KI R K W O O D B O U L E V A R D STATE HIGHWAY 114 EX-PL EX-PL∆ ∆ ∆ 5 8 5 58 5 5 9 0 59 0 59 5 59 5 6 0 0 60 0 58 1 58 1 58 2 5 8 3 58 3 5 8 4 58 4 5 8 6 58 6 5 8 7 58 7 5 8 8 58 8 5 8 9 58 9 5 9 1 59 1 59 2 59 2 59 3 59 3 59 4 59 4 59 6 59 6 59 7 59 7 59 8 59 8 5 9 9 59 9 601 6 0 1 58 0 58 5 59 0 5 9 5 578 57 9 5 8 1 5 8 2 5 8 358 458 6 58 7 5 8 8 58 9 59 159 2 59 3 59 4 5 9 6 5 9 7 5 9 8 5 9 9 58 0 5 8 5 5 7 9 5 8 1 5 8 2 5 8 3 5 8 4 5 8 6 585 590 595 600 584 586 587 588 589 591 592 593 594 596 597 598 599 601 585 5 8 1 5 8 1 5 8 2 5 8 2 582 5 8 3 584 58 0 580 58 5 5 9 0 5 9 5 600 57 6 57 6 57 7 57 7 57 8 57 8 57 9 579 58 1 581 582 58 2 583 58 3 584 5 8 4 58 6 58 7 58 8 58 9 5 9 1 5 9 2 5 9 3 594 5 9 6 5 9 7 598 599 601 585 5 8 5 581 582 583 584 PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED CURB INLET 5 9 5 5 9 4 5 9 3 59 2 590 589 588 5 8 9 5 9 0 5 9 0 5 8 9 588 586 589 58 8 5 8 8 58 4 587 591 592 5 9 2 5 9 1 59 4 593 592 587 5 8 7 586 5 8 7 5 8 8 5 8 8 589 58 8 58 7 58 6 58 5 58 4 5 8 8 58 6 RETAINING WALL RETAINING WALL RETAINING WALL C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2017, Adams DATE: RE V I S I O N S DA T E T h 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 s e 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 t h 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 i n 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 h a 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 20 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 FEBRUARY 2018 SO U T H W E S T M E A D O W S 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 02/22/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below. before you dig.Call R GR A D I N G P L A N S5.0 GRA                     FI L E N A M E : S5 . 0 G R A D I N G P L A N . d w g PL O T T E D B Y : Mi k e P e t e r s o n PL O T T E D O N : Th u r s d a y , F e b r u a r y 2 2 , 2 0 1 8 PL O T T E D A T : 3: 4 5 : 5 3 P M PL O T T E D W I T H : PD 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 5 . 0 G R A D I N G P L A N GRA 2017.129 DWL LMG 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 PRELIMINARY FOR REVIEW PURPOSES ONLY NTS SITE MAP PROJECT LOCATION CASE NO: ZA18-006 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 OWNER/DEVELOPER WILKS SOUTHLAKE DEVELOPMENT, LLC 17018 I-20. CISCO, TX 76437 CONTACT: JOSH WILKS PHONE: 254-488-0600 EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM APPLICANT / ARCHITECT : HODGES ASSOCIATES 13642 OMEGA DALLAS, TX 75244 CONTACT: CHARLES HODGES, AIA PHONE: 972-387-1000 EMAIL: CHODGES@HODGESUSA.COM LOT 1R1R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D215221562, PLAT RECORDS, TARRANT COUNTY, TX GRAPHIC SCALE FEET08040 1"=40' PRO P O S E D CUR B I N L E T TP = 586.9 TP = 586.9 TP = 586.9 TP = 586.7 FH FH G A S G A S G A S G A S G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS T P U E U E U E FH W SS SS W W W W W W W W W W SS SS 5 9 1 580 585 590 595 578 579 581 582 583 584 586 587 588 589 591 592 593 594 596 597 5 9 8 599 580 585 58 1 58 2 583 584 586 5 8 0 580 585 59 0 595 5 7 6 57 6 5 7 7 5 7 7 5 7 8 57 8 5 7 9 579 5 8 1 581 582 5 8 2 583 5 8 3 584 58 4 586 587 588 589 59 1 592 593 594 596 597 598 58 5 5 8 5 PORTE COCHERE LOT 1 105 , 5 8 7 S F (±2 . 4 2 2 A C ) FFE = 5 8 9 . 0 0 BLD G = 1 6 , 0 5 5 S F FI R E L A N E FIREL 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 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 F I R E L A N E F I R E L A N E FIRE 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 F I R E L A N E FI R E L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRE 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 F I R E L A N E F I R E L A N E 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 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 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 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 F I R E L A N E F I R E L A N E N3 8 ° 5 1 ' 1 0 " E 58 . 1 9 ' N 7 1 ° 4 9 ' 3 0 " E 3 3 . 1 0 ' N15° 1 5 ' 1 0 " W 59.60 ' N08° 09' 20"E 137.64' N08° 09' 30"E 98.68' N5 1 ° 0 8 ' 5 0 " W 99 . 1 5 ' N5 1 ° 0 8 ' 5 0 " W 16 2 . 0 1 ' ∆ 58 8 589 590 5 9 0 589 5 8 8 588 58 7 58 7 58 6 5 8 7 5 8 8 5 8 8 589 588 5 8 7 5 8 6 5 8 5 5 8 4 5 8 6 TP = 585.5 TP = 587.2 TP = 587.3 TP = 587.6 TP = 587.8 TP = 587.8 TP = 587.3 TP = 587.1 TP = 587.2 TP = 587.7 TP = 587.9 TP = 588.2 TP = 588.8 TP = 588.6 TP = 589.8 TP = 590.1 TP = 590.2TP = 590.2TP = 590.1 TP = 588.6TP = 588.4TP = 588.7 TP = 588.0TP = 588.5 TP = 588.7 TP = 588.5 TP = 588.9TP = 588.2 TP = 587.6 TP = 587.8 TP = 588.0 TP = 587.4 TP = 587.6 TP = 587.2 TP = 586.6 TP = 587.0 TP = 586.5 TP = 586.0 TP = 586.0 TP = 587.6 TP = 588.0 TP = 588.0 TP = 587.6 TP = 588.0 TP = 588.5 TP = 588.7 TP = 588.7 TP = 588.0 TP = 588.7 TP = 588.5 TP = 588.0 TP = 587.8 TP = 584.0 TP = 584.0 TP = 587.6 TP = 588.0 TP = 584.0 TP = 585.0 TP = 587.6 TP = 588.0 TP = 588.8TP = 587.4TP = 586.8 C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2017, Adams DATE: RE V I S I O N S DA T E T h 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 s e 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 t h 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 i n 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 h a 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 20 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 FEBRUARY 2018 SO U T H W E S T M E A D O W S 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 02/22/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below. before you dig.Call R GR A D I N G P L A N L O T 1 S5.1 DL                     FI L E N A M E : S5 . 1 G R A D I N G P L A N L O T 1 . d w g PL O T T E D B Y : Mi k e P e t e r s o n PL O T T E D O N : Th u r s d a y , F e b r u a r y 2 2 , 2 0 1 8 PL O T T E D A T : 3: 4 4 : 4 5 P M PL O T T E D W I T H : PD 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 5 . 1 G R A D I N G P L A N L O T 1 DL 2017.129 DL 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 PRELIMINARY FOR REVIEW PURPOSES ONLY NTS SITE MAP PROJECT LOCATION CASE NO: ZA18-006 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 OWNER/DEVELOPER WILKS SOUTHLAKE DEVELOPMENT, LLC 17018 I-20. CISCO, TX 76437 CONTACT: JOSH WILKS PHONE: 254-488-0600 EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM APPLICANT / ARCHITECT : HODGES ASSOCIATES 13642 OMEGA DALLAS, TX 75244 CONTACT: CHARLES HODGES, AIA PHONE: 972-387-1000 EMAIL: CHODGES@HODGESUSA.COM LOT 1R1R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D215221562, PLAT RECORDS, TARRANT COUNTY, TX GRAPHIC SCALE FEET04020 1"=20' KI R K W O O D B O U L E V A R D STATE HIGHWAY 114 EX-PL EX-PL 5 8 5 58 5 5 9 0 59 0 59 5 59 5 6 0 0 60 0 58 1 58 1 58 2 5 8 3 58 3 5 8 4 58 4 5 8 6 58 6 5 8 7 58 7 5 8 8 58 8 5 8 9 58 9 5 9 1 59 1 59 2 59 2 59 3 59 3 59 4 59 4 59 6 59 6 59 7 59 7 59 8 59 8 5 9 9 59 9 601 6 0 1 58 0 58 5 59 0 5 9 5 578 57 9 5 8 1 5 8 2 5 8 358 458 6 58 7 5 8 8 58 9 59 159 2 59 3 59 4 5 9 6 5 9 7 5 9 8 5 9 9 58 0 5 8 5 5 7 9 5 8 1 5 8 2 5 8 3 5 8 4 5 8 6 585 590 595 600 584 586 587 588 589 591 592 593 594 596 597 598 599 601 585 5 8 1 5 8 1 5 8 2 5 8 2 582 5 8 3 584 58 0 580 58 5 5 9 0 5 9 5 600 57 6 57 6 57 7 57 7 57 8 57 8 57 9 579 58 1 581 582 58 2 583 58 3 584 5 8 4 58 6 58 7 58 8 58 9 5 9 1 5 9 2 5 9 3 594 5 9 6 5 9 7 598 599 601 585 5 8 5 581 582 583 584 A-1 1.26 A-2 0.21 A-4 3.58 A-3 0.95 C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2017, Adams DATE: RE V I S I O N S DA T E T h 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 s e 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 t h 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 i n 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 h a 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 20 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 FEBRUARY 2018 SO U T H W E S T M E A D O W S 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 02/22/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION 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 S5.2 DL                     FI L E N A M E : S5 . 2 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 : Mi k e P e t e r s o n PL O T T E D O N : Th u r s d a y , F e b r u a r y 2 2 , 2 0 1 8 PL O T T E D A T : 11 : 2 1 : 0 5 A M PL O T T E D W I T H : PD 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ S 5 . 2 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 DL 2017.129 DL MP PRELIMINARY FOR REVIEW PURPOSES ONLY CASE NO: ZA18-006 NTS SITE MAP PROJECT LOCATION 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 OWNER/DEVELOPER WILKS SOUTHLAKE DEVELOPMENT, LLC 17018 I-20. CISCO, TX 76437 CONTACT: JOSH WILKS PHONE: 254-488-0600 EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM APPLICANT / ARCHITECT : HODGES ASSOCIATES 13642 OMEGA DALLAS, TX 75244 CONTACT: CHARLES HODGES, AIA PHONE: 972-387-1000 EMAIL: CHODGES@HODGESUSA.COM LOT 1R1R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D215221562, PLAT RECORDS, TARRANT COUNTY, TX GRAPHIC SCALE FEET08040 1"=40' LEGEND ACRES BASIN NAME DRAINAGE BASIN DRAINAGE AREA EXISTING FLOW ARROW DA-00 1.00 P O R T E C O C H E R E LOT 1 105,587 SF (±2.422 AC) FFE = 589.00 BLDG = 16,055 SF LOT 2 51,029 SF (±1.169 AC) FFE = 596.00 BLDG = 6,297 SF LOT 3 50,465 SF (±1.160 AC) FFE = 596.00 BLDG = 5,740 SF LOT 4 37,979 SF (±.873 AC) FFE = 588.00 BLDG = 5,831 SF FIRE 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 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 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 FIREL A N E FIR E L A N E FI 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 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 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 FIRELA N E F I R E L A N E F I R E L A N E FIRELA N E F I R E L A N E FIR E L A N E ∆ KI R K W O O D B O U L E V A R D STATE HIGHWAY 114 EX-PL EX-PL∆ ∆ ∆ 5 8 5 58 5 5 9 0 59 0 59 5 59 5 6 0 0 60 0 58 1 58 1 58 2 5 8 3 58 3 5 8 4 58 4 5 8 6 58 6 5 8 7 58 7 5 8 8 58 8 5 8 9 58 9 5 9 1 59 1 59 2 59 2 59 3 59 3 59 4 59 4 59 6 59 6 59 7 59 7 59 8 59 8 5 9 9 59 9 601 6 0 1 58 0 58 5 59 0 5 9 5 578 57 9 5 8 1 5 8 2 5 8 358 458 6 58 7 5 8 8 58 9 59 159 2 59 3 59 4 5 9 6 5 9 7 5 9 8 5 9 9 58 0 5 8 5 5 7 9 5 8 1 5 8 2 5 8 3 5 8 4 5 8 6 585 590 595 600 584 586 587 588 589 591 592 593 594 596 597 598 599 601 585 5 8 1 5 8 1 5 8 2 5 8 2 582 5 8 3 584 58 0 580 58 5 5 9 0 5 9 5 600 57 6 57 6 57 7 57 7 57 8 57 8 57 9 579 58 1 581 582 58 2 583 58 3 584 5 8 4 58 6 58 7 58 8 58 9 5 9 1 5 9 2 5 9 3 594 5 9 6 5 9 7 598 599 601 585 5 8 5 581 582 583 584 PROPOSED 15' CURB INLET PROPOSED 5' CURB INLET PROPOSED 5' CURB INLET RETAINING WALL RETAINING WALL RETAINING WALL C-2 0.21 A-2 0.36 A-1 0.23 C-1 1.47 D-1 0.35 B-1 1.83 E-1 0.55 E-2 1.00 PROPOSED 21" SET OUTFALL PROPOSED 21" RCP PROPOSED 21" SET OUTFALL PROPOSED 21" RCP PROPOSED 21" RCP C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2017, Adams DATE: RE V I S I O N S DA T E T h 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 s e 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 t h 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 i n 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 h a 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 20 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 FEBRUARY 2018 SO U T H W E S T M E A D O W S 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 02/22/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION 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 & DR A I N A G E P L A N S5.3 DL                     FI L E N A M E : S5 . 3 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 R A I N A G E P L A N . d w g PL O T T E D B Y : Mi k e P e t e r s o n PL O T T E D O N : Th u r s d a y , F e b r u a r y 2 2 , 2 0 1 8 PL O T T E D A T : 2: 3 7 : 4 5 P M PL O T T E D W I T H : PD 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 5 . 3 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 R A I N A G E P L A N DL 2017.129 DL MP PRELIMINARY FOR REVIEW PURPOSES ONLY NTS SITE MAP PROJECT LOCATION CASE NO: ZA18-006 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 OWNER/DEVELOPER WILKS SOUTHLAKE DEVELOPMENT, LLC 17018 I-20. CISCO, TX 76437 CONTACT: JOSH WILKS PHONE: 254-488-0600 EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM APPLICANT / ARCHITECT : HODGES ASSOCIATES 13642 OMEGA DALLAS, TX 75244 CONTACT: CHARLES HODGES, AIA PHONE: 972-387-1000 EMAIL: CHODGES@HODGESUSA.COM LOT 1R1R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D215221562, PLAT RECORDS, TARRANT COUNTY, TX GRAPHIC SCALE FEET08040 1"=40' LEGEND DA-00 1.00ACRES BASIN NAME DRAINAGE BASIN DRAINAGE AREA PROPOSED FLOW ARROW STORM SEWER P O R T E C O C H E R E LOT 1 105,587 SF (±2.422 AC) FFE = 589.00 BLDG = 16,055 SF LOT 2 51,029 SF (±1.169 AC) FFE = 596.00 BLDG = 6,297 SF LOT 3 50,465 SF (±1.160 AC) FFE = 596.00 BLDG = 5,740 SF LOT 4 37,979 SF (±.873 AC) FFE = 588.00 BLDG = 5,831 SF FIRE 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 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 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 FIREL A N E FIR E L A N E FI 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 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 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 FIRELA N E F I R E L A N E F I R E L A N E FIRELA N E F I R E L A N E FIR E L A N E ∆ W W W W W W W W W W W FH FH FH FH SS SS SS SS GA S GA S GA S G A S G A S G A S G A S G A S GAS GAS T T T T P P FH FH FH FH SS SS SS SS SS SS SS S S W W W W W W W W W W W W S S KI R K W O O D B O U L E V A R D STATE HIGHWAY 114 EX-PL EX-PL TIE INTO EXISTING MANHOLE INSTALL DROP CONNECTION 18" E X . S A N . S E W E R 1 8 " E X . S A N . S E W E R CAP 14" WATER LINE W/ 2" BLOW-OFF VALVE 8" PUBLIC SS 14" WATER LINE PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT 1 2 " W A T E R L I N E TIE IN TO EXISTING 14" WATER LINE TIE IN TO EXISTING 6" GAS LINE @ TWKING PROPOSED 4'∅ MANHOLE PROPOSED 4'∅ MANHOLE PROPOSED 4'∅ MANHOLE TIE IN TO EXISTING 14" WATER LINE 6" W 1 2 " W A T E R L I N E 4" W 6 " W METER METERMETER METER PROPOSED FIRE HYDRANT ASSEMBLY 8" W A T E R L I N E PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 2 1 2 GREASE TRAP ELEC. TRANSFORMER ELEC. TRANSFORMER ELEC. TRANSFORMER GREASE TRAP GREASE TRAP ELEC. TRANSFORMER GREASE TRAP 14 " E X . W A T E R 14 " E X . W A T E R 14" WATER LINE PROPOSED 4'∅ MANHOLE PROPOSED 4'∅ MANHOLE 8" FIRE LINE FDC FDC 8" CAP W/ 2" BLOW-OFF VALVE 8" FIRE LINE FDC 6" FH LEAD PROPOSED 4'∅ MANHOLE 6" WATER LINE 8" FIRE LINE FDC 8" WAT E R L I N E 8" FIRE LINE 4" W6" W 4" W 4 " W 6 " W 6" W 1 1 1 8" PUB L I C S S 8 " P U B L I C S S 6" PRIVATE SS 8 " P U B L I C S S 8" PUB L I C S S 6" PRIVATE SS 6" PRIVATE SS 6" PRIVATE SS 8" PUBLIC SS C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2017, Adams DATE: RE V I S I O N S DA T E T h 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 s e 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 t h 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 i n 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 h a 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 20 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 FEBRUARY 2018 SO U T H W E S T M E A D O W S 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 02/22/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION 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 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 S6.0 GRA                     FI L E N A M E : S6 . 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 : Mi k e P e t e r s o n PL O T T E D O N : Th u r s d a y , F e b r u a r y 2 2 , 2 0 1 8 PL O T T E D A T : 2: 3 4 : 5 7 P M PL O T T E D W I T H : PD 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ 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 7 \ 2 0 1 7 . 1 2 9 W i l k s D e v e l o p m e n t - K i r k w o o d S o u t h l a k e H o t e l \ D r a w i n g s \ 0 3 - p r o d u c t i o n \ S 6 . 0 P R E L I M I N A R Y U T I L I T Y P L A N   2017.129 DWL LMG W FH T S S CASE NO: ZA18-006 LOT 1R1R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN THE COUNTY CLERK'S DOCUMENT NUMBER D215221562, PLAT RECORDS, TARRANT COUNTY, TXPRELIMINARY FOR REVIEW PURPOSES ONLY WATER-SANITARY SEWER CROSSING PER CITY AND TCEQ STANDARDS. UTILITY CROSSINGS 1 SYMBOL KEY 2 NTS SITE MAP PROJECT LOCATION 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 OWNER / DEVELOPER WILKS SOUTHLAKE DEVELOPMENT, LLC 17018 I-20. CISCO, TX 76437 CONTACT: JOSH WILKS PHONE: 254-488-0600 EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM APPLICANT / ARCHITECT : HODGES ASSOCIATES 13642 OMEGA DALLAS, TX 75244 CONTACT: CHARLES HODGES, AIA PHONE: 972-387-1000 EMAIL: CHODGES@HODGESUSA.COM GRAPHIC SCALE FEET08040 1"=40' 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 PRIOIR TO BURIAL. 4.FOR THE SPRINKLER SYSTEMS THE DOUBLE CHECK VALVES SHALL BE IN VAULTS.